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HomeMy WebLinkAboutSDP201900026 Plan - Approved Final Site Plan and Comps. 2020-04-23CONTACT INFORMATION ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 ♦ "PLAT SHOWING BROOKHILL BLOCK 4 BOUNDARY LINE ADJUSTMENT OF TMP'S 46-1983 AND 46-19A" PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: JUNE 6, 2018, REVISED: JULY 30, 2018, REVISED:OCTOBER 1, 2018 ♦ SPECIAL USE PERMIT SP201500025 APPROVED NOVEMBER 9, 2016 ♦ CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING; VARIATIONS 1 AND 2 APPROVED SEPTEMBER 5, 2018 PROJECT NUMBER: V152000 ZMA APPLICATION NUMBER: ZMA201500007 DATED: JUNE 15, 2015 (REVISED OCTOBER 13, 2016) APPROVED NOVEMBER 9, 2016 VARIATION 1 AND 2 APPROVED: SEPTEMBER 5, 2018 VARIATION 3 DATED: MAY 6, 2019, REVISED 7/15/19 ♦ ROAD IMPROVEMENT PLAN - POLO GROUNDS ROAD, ARCHER AVE, AND STELLA LANE: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: SUB201700117 DATED: JULY 31, 2017 (REVISED: MARCH 7, 2018) APPROVED: NOVEMBER 16, 2018 ♦ WPO PLAN (WP020180051) FOR BROOKHILL BLOCKS 4A AND 4B: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V152000 DATED: JUNE 8, 2018 APPROVED: OCTOBER 31, 2018 ♦ WPO PLAN (WP0201900004) FOR BROOKHILL BLOCK 8A: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V182023 DATED: JANUARY 25, 2019 (REVISED: MAY 8, 2019) . flr]/'1/ Izl III I [+r Alll-11"] I IX/IAIn rAl�II IT\/. PREPARED BY: THE ARCHITECTURAL TEAM, INC. PROJECT NUMBER: 18036 DATED: FEBRUARY 25, 2019 GO VERNING A GENCIE, .- ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 FAX: (434) 979-0698 I A -A AN N L S1 I.F-,,. PL ba i [(a I Moos. "i", min, ism I TAX MAP PARCELS 04600-00-00-019AO LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROAD) m 0 m RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA t3 �x a 4' ��* t}— f���a�1i. (��� � ! ', f T •;�P ' `. ,d",ID"' 'o �' 64 at I M T ;; 7pp a s� FAsyb48>,. :1 .I i I 3�•. f. 3°'�p x ,s 3V11dsL' g. ',ff �x is . I lr �,�.-� { } " �+/, Ci cad t`+f Fe tiii$ Y' 1 �:' $,' I, •�G��y�9 as>8 rea ..1_...._:. yet a f� € 64 i �4E�..ws1 4�3 i4S es~'�-u°yNx & ' 3 ���=7 u -, � �1��� SITElk",-M -"111 fl - f 1 rah" x r 86B $ s F zr E K ems.• Y..r:'.� 7...'"�.i� .*. 3 :A�`s.. ,+!'.�,. S.7 1a8sa LOCATION MAP PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' ♦ OWNER: ♦APPLICANT: CROCKETT CORPORATION CA VENTURES 435 PARK STREET 130 EAST RANDOLPH STREET, SUITE 2100 CHARLOTTESVILLE, VA 22901 CHICAGO, IL 60601 (704)578-3161 CONTACT: CHRIS RUSS PREPARED BY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com CONTACT: RYAN T. YAUGER, P.E. ISSUED FOR CONSTRUCTION SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES PROJECT #: V182023 REVISION DATE: SI-TEES' INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES C-101 - C-102 APPROVED PROFFERS C-103 - C-104 C-105 - C-106 PHASING PLAN EX. CONDITIONS AND DEMOLITION PLAN C-201 SITE PLAN C-301 FIRE LANE PLAN C-302 GRADING PLAN C-401 UTILITY PLAN C-501 STORM PROFILES C-502 - C-503 STORM COMPUTATIONS C-504 SANITARY PROFILES C-505 WATERLINE PROFILES C-506 LANDSCAPE PLANS C-701 - C-701.1 LANDSCAPE COMPLIANCE CHARTS C-702 LANDSCAPE DETAILS C-703 LIGHTING PLAN C-801 LIGHTING DETAILS C-802 CONSTRUCTION DETAILS C-900 - C-901 WATER AND SEWER UTILITY DETAILS C-902 - C-903 REQUEST FOR VARIATION C-904 APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING q-23-2* ENGINEER 14�,1414 INSPECTIONSvlt� I ARB bw -y 2,020 DEPARTMENT OF FIRE RESCUE / 20 ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT EASEMENTS SHOWN WITHIN THIS PLAN ARE DEDICATED VIA DEEDS RECORDED WITH INSTRUMENT NUMBER 2020000025281 D.B. 05285 PG. 0001-00011 AND INSTRUMENT NUMBER 202000002529, D.B. 05285 PG. 0012-00024 X N � C~Ul Z DU ow w P4'-� VO U Q E02 z(=OJ�� E� W°Zang o Q �(5 worm o ,N c� a� W o rt� ��WZ Q¢o ZQ L gz¢ E� �o zWV >"Z,w �c0 �Wca :2 m aQ'WQa: ���� �a =u10 Oww wm OU EE 0 .~� wow COOw �cncC mcnZ(I N gg zd O jai UC o O ¢ �a H cz LLI } W Z Q 2 Z} 2 E zi�YYWO_ 55 o0 �Q u1CJ mommc Qw>00>OWW z i i 3: 3:U a �P; D- wOwww= SzmzzzI, 0 01 REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29119 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14120 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE CPHCPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: AS NOTED CAD I.D.: SD4 PROJECT: FINAL SITE PLAN FOR BROOKHILL B O C8A SENIOR LIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLEX" ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v R N YA R f� I Lic. No. 0402056625��j 3/16/2020 SS�4NAL �� SHEET TITLE: COVERSHEET SHEET NUMBER: C-100 H:\75\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK SA - SENIOR LIVING FACILITY- FINAL SITE PLAN\V182023SD4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:39 PM LAST SAVED BY: CHEDGES � �TE�R.�L DOTES (Rev. 1/2019) 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING VA, LLC (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY W TH E I TH SE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRA T F D C ORS ULLY AN COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS THESE NOTES AND THE RE UIRE D Q MENTS ARTICULATE 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 TH EN D IS TIRE OCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILI TY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PRO ECT P J WORK SCOPE, RIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE TRA CON CTOR 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 COMMENCEMEN F T O CONSTRUCTION THE CONTRACTOR MUST ENSURE THAT ALL E UIRED PE I R Q RM TS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE DI CON TIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED A D N APPROVED BY THE PERMITTING AUTHORITIES AND HAS L C F ED A SO ON IRM THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT AND ALL PROVISIO IN ND D NS A CON ITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6. PRIOR TO THE COMMENCEMENT OF CO STRUCTION THE O TR T N C N AC OR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO MECHANICAL ELE T C RICAL PLUMBING AND FIRE SUPPRESSION PLANS WHERE APPLICABLE . THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE 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 WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15, DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS AND FOR ANY CONFLICTS IN SC PE AND REVISIONS T O HAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING PARTIES"), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGI EE F REC RD AND O BO LE EN N R O O / R H R GINEERING FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPON IBILITY. S 27. OWNER MUST M I D E L PHY A NTAIN AN PRES RVE AL SICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLANS) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY W ITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE RE UIRE E OF THE CCUPATIONAL SAFETY AND HEALT T 1 7 2 E Q M NTS O H AC OF 9 0, ( 9 U.S.0 651 ET S Q.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO THEY AGREE TO JOINTLY INDEPENDENTLY SEPAR TELY COLLECTIVELY AND A SEVERALLY INDEM I Y DEFE D O E AND HOLD EN INEE EC D D B N F N , PR T CT G R OF R OR AN /OR OHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER OF RECORD, THE USE OF THE WORDS'CERTIFY' OR'CERTIFICATION' CONSTITUTES) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. SITE LA��YO[JT NOTES (Rev. 112019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE 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 TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 7. IN THE EVENT OF A DISCREPANCY([ ES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY 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. A CCESSIBILIT�Y DESIGN GUIDELINES (Rev. 112019) 1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, ATA MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE ADA COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. _LJEA�Yl'O L,ITIO1V� T�` OTES (Rev. 112019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT DEMOLITI RE V ON/ MO ALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA RE UIREMENTS TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND AFETY T ALL PE Y E ENT Q S O PRO RT ON TH SITE OR ADJAC OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER 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, ATA MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY•NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE. 12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES, THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. LIGHTIl�`! \lam NOTE 7 (Rev. 112019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES. 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINIA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 5.07 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 O H T U WATE I BE S T A R NOFF R W LL 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 EAST W LL OT BE B AR HAT I N ROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLANS) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. DRAINAGE AND UTILITY NOTES (Rev.1/2019) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL N TES ARE REFERE ED D O NC HEREIN, AN THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING NY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE 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. f CL 1..F'-j;-2cz0 m gW x p� ~ 2 ® Fa,� z oO H r � U D: 0 zw (g_j0� aw a' W D_ 0_ I-- � � m &-, J¢ J- D J a E U:yC) �UQF¢-W0 '-o ow ;�U® o+o.®o FE- WQ, -.a :d W X� -o czar a �p i ¢wa z¢ oR zw mo -, W�w2Q�cD o� -10g ¢v)=wzz- 8m �.eW >L 100wwJ o� xm2=x� zN ®�X =poxti5Wz �� u, , wow ¢OOw ma �_ f-, �tntY m�ZU ,� f-i ♦® i+ ®*® > H a Q N �� i ®� Y a u PQ Cam o O ¢ � r >- � o_ & a LLI r Q H 0 W Z¢ 1E z>-= �� w W ZO gYYu)1L o0 �� w(9Z��Mw 06 �Q Hz OOw M ¢w0>->-,QJaQ �� Wa aW0WWW1E �" �� 5zmzzzM o� �� ♦+ow`®♦ IS cn� om C. �� � a � -� cn REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29119 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1114/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: N/A CAD I.D.: SD4 PROJECT: FI�iAL SITE FLAN FO j �B�O 0����LL BLOCK 8A� SE�T1OR LIVING FA��CILIT�Y LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com L.TH p� !O v R N YA R .0 Lic. No. 0402056625 . � tL.1 �il� 3/16/2020 �I, �I �S �'i, SI E� voNAL .� SHEET TITLE: NOTES SHEET NUMBER: c- 101 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A -SENIOR LIVING FACILITY- FINAL SITE PLAN\V182023SD4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:39 PM LAST SAVED BY: CH EDGES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET STANDARD ABBREVIATIONS EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET oNSITE PROPERTY LINE / R.O.W. LINE r AC ACRES NEIGHBORING _. ....... AMERICANS WITH - - PROPERTY LINE / - - ADA DISABILITY ACT INTERIOR PARCEL LINE ........ ... ............... ARCH ARCHITECTURAL EASEMENT_ _...................... _...................... _.__ - LINE BC BOTTOM OF CURB --------_- SETBACK BF BASEMENT FLOOR LINE BK BLOCK BL BASELINE BLDG ............. BUILDING CURB AND GUTTER ..................... BM BUILDING BENCHMARK SPILL CURB TRANSITION CUR3 BRL ............. BUILDING RESTRICTION LINE CONCRETE CURB & T 7 GUTTER CF CUBIC FEET DEPRESSED CURB AND GUTTER CL CENTERLINE -__ CMP .................. CORRUGATED METAL PIPE -�.__� UTILITY POLE CONN _.._ CONNECTION WITH LIGHT .._. _.... .... _ _.. CONC CONCRETE POLE 1. 11 LIGHT �--o C P P CORRUGATED PLASTIC PIPE ........... CY CUBIC YARDS TRAFFIC p, .... _ _ .. ..... __ ... LIGHT DEC DECORATIVE O UTILITY O D E P DEPRESSED POLE DIP DUCTILE IRON PIPE TYPICAL . DOM _ _ ... DOMESTIC LIGHT ........ _......... _ ELEC ELECTRIC ,4 ACORN ELE11 V __... _.... LIGHT IO ELEVATN EP EDGE OF PAVEMENT -- TYPICAL -� .. SIGN ES EDGE OF SHOULDER PARKING .......... EW _.. END WALL �( COUNTS X EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR -170- - - CONTOUR 190 FH _ ._ _.. FIRE HYDRANT - ------169----------- LINE 187 ........ __ .. ........ FG FINISHED GRADE lC 516.4 SPOT Ca16.0 C 516.0 ......... 0? 5164 ELEVATIONS BC 515.5 G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL SAN SANITARY IM41 GL GRADE LOWER SIDE OF WALL LABEL GRT _.... GRATE -! I STORM X GV GATE VALVE LABEL # ........ HDPE HIGH DENSITY SL SANITARY SEWER cL POLYETHYLENE PIPE LATERAL HP HIGH POINT yy UNDERGROUND W HOR __.__......._... HORIZONTAL WATER LINE __ HW HEADWALL E UNDERGROUND E ......... ELECTRIC LINE INT INTERSECTION C UNDERGROUND INV ............ INVERT GAS LINE 0 - LF ..........._ _...._ LINEAR FOOT ClI OVERHEAD OH LOC LIMITS OF CLEARING WIRE ......... .......... LOD LIMITS OF DISTURBANCE T UNDERGROUND T LOS LINE OF SIGHT TELEPHONE LINE POINT........... C UNDERGROUND O .......... .....P................................._LOW CABLE LINE us LANDSCAPE STORM MAX MAXIMUM _ ............ - - - - - - - - - - SEWER MIN MINIMUM S SANITARY S MH .......... _ __ _ ...__......... MANHOLE SEWER MAIN _........ ......... ......... MJ MECHANICAL JOINT HYDRANT OC ON CENTER PA POINT OF ANALYSIS / c� SANITARY 0 - �0/ MANHOLE PC POINT CURVATURE ...... ..... _._.._._....._ ............... STORM _ �� 1\O PCCR POINT OF COMPOUND CURVATURE CURB RETURN MANHOLE Win WATER PI POINT OF INTERSECTION ® 0 METER POG POINT OF GRADE WV WATER PROP PROPOSED VALVE PT POINT OF TANGENCY GAS ElPOINT OF TANGENCY, VALVE PTCR CURB RETURN GAS ® PVC POLYVINYL CHLORIDE PIPE METER _ PVI POINT OF VERTICAL TYPICAL END INTERSECTION SECTION PVT POINT OF VERTICAL TANGENCY I(I HEADWALL OR OR R RADIUS ll ENDWALL RCP REINFORCED CONCRETE PIPE GRATE O RET WALL .... ...... _. INLET RETAINING WALL R/W RIGHT OF WAY CURB O INLET S SLOPE O CLEAN O SAN SANITARY SEWER OUT _..... _ _ __ _ ......... SF SQUAREFEET kD ELECTRIC O STA ..... ............. STATION MANHOLE STM STORM (� TELEPHONE O `✓ MANHOLE S/W SIDEWALK EB ELECTRIC � TBR TO BE REMOVED BOX TBRL TO BE RELOCATED EP ELECTRIC EP TC ... .... _. TOP OF CURB PEDESTAL .... _ . ..... ..... TELE TELEPHONE TPF TREE PROTECTION FENCE TW .............. TOP OF WALL MONITORING WELL TYP TYPICAL 1�r1 TEST UG UNDERGROUND PIT UP UTILITY POLE S v BENCHMARK ® W _.............. WIDE W/L WATER LINE BORING W/M WATER METER ± PLUS OR MINUS ° DEGREE 0 DIAMETER # ......................... NUMBER ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 70,0 - 6,0,0 " ..500 wo 409 Q �£1Ci CL _ 11 2Q{i Q 409 - "VA. A ►VM'01NO'.. VOI IUN E f FIGURE:1-9. I=1c URE, ,-°I0. E HIGHWAY June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK "SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY` SERVICE AUTHORITY (AC8;A) INSPECTORS; THE CONTRACTOR .WILL BE RESPONSfBLI FOR N®T1FYIiG THE PROPER ACSA OFFICIALS AT THE START OF THE WORI{, 2. "rHE ALBEMARLE COUNTY SERVICE AUTHORITY .SHALL HAVE ACCESS TO ALBEMARLE COUNT' ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORI ZONTAL:VE RTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 10. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48, ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 12. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. GENERAL CONSTRUCTION NOTES FOR STREETS (TI-IIS LIST IS IN ADDITION TO TI--IE GENERAL - CONSTRUCTION NOTES) 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO "COMPLY WITH THE NO - LEAD REGULATION .REGARDING BRASS SITTINGS EFFEOTWE JA�IUA 'Y 4,; 2014 (SENATE:BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT); 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN' SHALL BE PRIVATE, THE SEWER LA`i'ERAL STUB -OUT 'SHALL. UNDERGO'THE` ACSA LOW -PRESSURE AIR TEST TO SATISFY COUNTY 'TESTING REQWREMENTS: VISUAL INSPECTION OF THE SEWER LATERAL STUD -OUT: SHALE. BE WITNE38ED BY THE COUNTY" BU'ILDI' INSF?I=C1`IONS DEPARTMENT'. THIS INSPI�CTION SHALL OCCUR UNQ R AN `OTHeR PLUMBING" PERMIT`WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13,THE" SEEi1?'ER LATERAL BEYOND THE CONNECTION AT:A MANHOLE $HALL.BE 3, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THIS PRIVATE. VISUAL INSPECTION AND PRESSURE. TESTING, OF THE SEWER' L SHALL. �BE`WITNESSED BY THE COUNTY BUILDING INSPECTIONS PROPOSED WORK ARE NOT NECESSARILY .SHOWN ON THE" PLANS ANDLATERA .` WHERE -,SHOWN ARE"ONLYAPPROXINIATELY CORRECT, TIE CONTRACTOR DEPARTMENT', THIS INSPECTION SHALL OCCUR UNDER AN "OTHER' HALL, C)IV HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND PLUMBING." PERMITYVHICi 1 MOST BE OBTAINED BY 111E CONTRACTOR. STRUCTURES, A NECESSARY`; 14.THE"FIRI� SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE.IS.PRIVATE;. VISUAL INSPECTION AND D E G 4,. ALL MATERIALS AND CONSTRUCTION SHALL' COMPLY WITH: THE:'CURRI✓NT' TEST OF TIME FIRE .SI?RINItLIR MAIN EDITION r)F THE" GENERAL WATER AND SEW1;R CONSTRUCTION' DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5, DATUM: FOR, 7 LL EL!^VATIC NS SHOWN IN NATI NAL Cl~O[ ETIC SURVEY; 5`a THE"CONJRACTOR SHALL: BE.RESPONSIBLE FOR NOTIFYING MISS UTILITY (1;800-552-7001 )'.. 7. ALL WATER AND SEWER PIPES SHALL. HAVE, A.(U1INIMUM G1= THREE AND A, HALF (3.5) F'EET OF OC1VER MEASURED FROM THE TOP OF PIPE; OVER THE. CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE f IYDRANT l INES, SERVICE LATERALS AND WATERLINES, ETC.. 8'. ALL WATERMb SEWER APPURTENANCES AIDE TO.BE LOCATED ` OUTSIDE OF ROADSIDE'DITCHES, 0. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING'A FUTURE EXTENSION OF THE LINE. 10. TREES ARE "NOT PERVIITT D IN THE ACSA EASE IMENT. BUILDING INSPECTIONS DEPARTMENT: THIS, INSPECTION SHALL OCCUR` UNDER AN "OTHER PL0MBINGq`PERMIT WHICH zMUST BE OBTAINED By THE CONTRACTOR. 15.. ALL FLUSHING OF FIRE. SPRINKLER MAINS SHALL NOT OCCUR UNT1I. APPROVAL IS GIVEN BY THE ACSA, ZONING AND SITE TABULATIONS PARCEL: TMP 04600-00-00-019AO ZONING AND OVERLAY DISTRICTS: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT ENTRANCE CORRIDOR OVERLAY (EC) AIRPORT IMPACT OVERLAY (AIA) MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT FLOOD HAZARD OVERLAY DISTRICT (FH) THIS SITE IS LOCATED WITHIN THE WATERSHED OF THE SOUTH FORK RIVANNA RIVER RESERVOIR. ASSOCIATED PLANS: APPLICATION PLAN AND CODE OF DEVELOPMENT ZMA201500007 - NOVEMBER 9, 2016 VARIATIONS 1 AND 2 AP PROVED SEPTEMBER 5 2018 SPECIAL USE PERMIT SP201500025 - NOVEMBER 9, 2016 ROAD IMPROVEMENT PLAN SUB201800115 WPO PLAN 201700037 - APRIL 19 2017 PROFFERS ZMA 201800011, APPROVED JULY 17, 2019 FINAL SITE PLAN - BLOCK 4 APARTMENTS - SUB MAGISTERIAL DISTRICT: RIVANNA DISTRICT PROPOSED USE: SENIOR LIVING FACILITY BLOCK CLASSIFICATION: BLOCK 8: NEIGHBORHOOD DENSITY RESIDENTIAL SITE AREA: 5.52 ACRES TOTAL PROPOSED BLOCK 8 AREA 1,049,910 SF = 24.1 ACRES (98% OF APPROVED) BLOCK 8 AREA (APPROVED): 1,123,848 SF = 25.8 ACRES RESIDENTIAL DENSITY: PERMITTED PROPOSED BLOCK 8A: 2 - 6 UNITS/AC. *87 UNITS / 17.0 AC. = 5.1 UNITS/AC. *ASSISTED LIVING FACILITIES & REST HOMES, NURSING HOMES, AND CONVALESCENT HOMES SHALL QUALIFY AS MEETING THE RESIDENTIAL COMPONENT OF THE BLOCK, AND SHALL NOT COUNTY AGAINST THE MINIMUM OR MAXIMUM DWELLING UNITS IN THIS BLOCK. BUILDING YARD SETBACKS: PERMITTED PROPOSED RESIDENTIAL FRONT 8' (25' MAX) 35.7' (SEE NOTE 2, IN SETBACKS SECTION BELOW) SIDE 5' 68, REAR 10, 180.2' DUE TO THE NECESSITY OF EMERGENCY VEHICLE AND DELIVERY ACCESS, THE FLAT BUILDING PAD ELEVATION NEEDED FOR CONSTRUCTION AND THE DECREASING ROAD GRADES ALONG ARCHER AVENUE, THE BUILDING IS LOCATED FARTHER FROM THE ROAD, AND THUS INCREASE THE BUILDING SETBACK. 2.3.2.3 Neighborhood Density Residential - Block 5 to Block 19 Requirement Minimum Maximum Notes Front Setback 8' minimum 25' maximum 1 Maximum setback does not apply to cul-de-sacs Porches 5' minimum 25' maximum 2) Exceptions to the maximum setbacks shall be considered during the site plan process Side Setback 5' No maximum Side, Corner Lot Setback 5' No maximum Rear Setback 10, No maximum 5' min. setback for carriage units Garage Setbacks See Figure 12 See Figure 12 Figure 12 is located on Sheet 30 of the Code of Development Height No minimum 3 stories / 40' Maximum height for Blocks 8 & 9 shall be 4 stories / 50' Lot Size No minimum No maximum Building Footprint No minimum 10,000sf (up to Maximum does not apply to 20,000 sf by assisted living facilities, rest Special homes, recreational and civic Exception) spaces, health clubs, and Elementary Schools PARKING CALCULATION PER ALBEMARLE COUNTY CODE SEC. 4.12.6: ASSISTED LIVING FACILITY: 1 SPACES PER 3 BEDS ASSISTED LIVING FACILITY, SKILLED NURSING FACILITY: 1 SPACE PER 4 BEDS MULTI -FAMILY DWELLINGS FOR THE ELDERLY (CONGREGATE CARE): 1 SPACE PER UNIT PLUS 1 SPACE PER EMPLOYEE ON THE LARGEST SHIFT 179 TOTAL UNITS: MULTI -FAMILY DWELLINGS FOR THE ELDERLY: 87 BEDS ASSISTED LIVING FACILITY: 60 BEDS ASSISTED LIVING FACILITY, SKILLED NURSING FACILITY: 32 BEDS 25 EMPLOYEES ON LARGEST SHIFT PARKING SUMMARY: REQUIRED PROVIDED 87*1 + 60*(1/3) + 32*(1/4) + 25*1 = 140 SPACES 140 SPACES OPEN SPACE: SITE AREA BLOCK 8 AREA REQUIRED 4 AC. MAXIMUM 50' MAX FOR BUILDINGS 4 STORIES OR LESS (BY RIGHT); 70' FOR 5 STORY BUILDINGS WITH SPECIAL EXCEPTION BUILDING FOOTPRINT NONE PROPOSED IMPERVIOUS COVER: OVERALL BLOCK 8A AREA (INCLUDING RIGHT-OF-WAY): SITE AREA: LANDSCAPE PLAN REQUIRED: YES AFFORDABLE HOUSING REQUIRED: YES, WILL BE PROVIDED IN FUTURE BLOCK AREAS PER PROFFER#4 HEIGHT OF ALL STRUCTURES INCLUDING 6 ADA SPACES 5.1 AC. (4 STORIES) 50' 56,040 SF ± 4.66 AC (APPROXIMATE) ± 3.21 AC (,L 3.2cY.o V o �z P4 pF�� � � � w �-1 U® Zwo OJ� � J wofQai,-: ig fair JQJ��J a CjP� QMi-:< Q a® 0�C)<--v)0 ow WCn o♦�o�v 3� a� C7 w 0 W0 za o0 �XW aD-= �ZQ eo }C9z �U }za0 < o� _4; ', _jWm��>� a�� < w M wzz> g ®�'�_ �W� m 0 bmdn, 10- 0 `n ==W_ OJ ow� "'Z Pz� QOOw r J(n0 m<nzo a� H�� Y w G o :a 0}0 � °o w > �7 W z= 2z). z :5 § ', Z W O. o 0 I- zzooww_ rid Fwo -� n.wOwww= i 0zmzzza � om Q� rl m REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14120 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: N/A CAD I.D.: SD4 PROJECT: FINAL SITE PLAN FOR BROOK VAS QILL BB `CK SENIOR LIVING FACILITY LOCATI0N OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA LT14 p� �0r4fNWRI VA .p Lic. No. 0402056625 a' .t� 3/16/2020 t1 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 H:\15\V1520001DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A. SENIOR LIVING FACILITY. FINAL SITE PLAN1V182023SD4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:39 PM LAST SAVED BY: CHEDGES . F, W U) -I r rv,� W I . I I , I I I I � . I , - I 11 ­ � . . W� �pl g Original Proffers depicted oil 13te l�i6,ui�e,A,,8rook,liiiii,�'[*rittri�� t�iiiisit,ig,lljal,l."(�,,�t,r,t,fel6� Phasing Plati"),, prior to the Boulevard Conti i c� (ledleation. Tlte,Ashwood l3oulevilr& Coll i t . . 2 �:) - � I I . 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I , I I I ' , , , , .". ."_ , " , �, ,.," 1. 1. , , I - I �, . � I .. - - - , -V . I I V,r it c mica eo. , ,ocioupiulq� z � 2: <,.J , , E �j PROFFER $T! I'ENIENI! �,Ltttnvatcscofit f4cility) withirt, If " 1. T, J, "' , " ) 4. , , ,. rj t f br, tiny lt�, P o . t , � , ­o, It" urti(s, withi'll it --, 0 -- - .1 � I � . ; I 11 ­, I I I . I I I � . . � . 11 11 �E (9 _1 1, .�( T_ U) 9i Date,April I �, 2019 I Iti-timi it ',a' Ott it wi(bin (be"PT4 eci., Phase 1) '.Ott theTrtift' ). ttlo�&ffttsitoad muection, � i1i) PVI w , u.9 , j. , ,�', . � VVidij*ji�5ix(6)tiioiiths,illcr,N�,rit(eiii-t!clttestb th Ej W < a. �- _1� ,I S I , I, . � .1, " 1. ,, (.,as dcpj.ct,q4 ic Ph"Ong 111411, Shall 1. y eCounty�fbe'awner 11'. Road Imorovements, Getwrally,' The, road improvements listed in paragraph IC (tile '�'Road A. 'tti�,O�N,Yt���.�,li��ttt.-�oiitribittc� 1, iliti)�t"'ii4t!t�,ct-ra';.,;,"d' 11111gunitbasis.il W &--I -1 < _j 2 Z) _3 ER 9 ' . . b�d I * I ,� I , . I 11 I I . 1­­ q43111". __ � "I I _�ye � ,,,, "'. , ,,, __ qj,ex�t:ols, of tile numbior . I � 11 .�. ,�, I " I - , , . , , ,, , , I , I . Z1%,4A,No ,90,1800 " _1 I . tyj I ei c iihoutc n�i' ' ' . � I I � . I .1 , , , ,.''� � ._.'� da, 1I.- �. I � I , , � t . � . , it are, 4 . I , IoNvedby, fgl��uqdcr,tl - - - I t, I I I "I 'to I the .1 I 0 'I" , NIA (_� I r,� < Z: I-- < 0 .q. �t - j� - rT " � ' '' ' , be,completed prior to issuarimof.ittly Porlint iota dwe-fifq (bifieribaua* multi, (411111y dwelling shaltdodicate.hitheConn I I rai Warra ty Deed and t I d i lit �f � . I . 11 I 2 (.) < i,- (j) 0 - - . 0tJ,W,00hIlI 1 1, ,j: 11 w 01 derationjee s4uple,tifle liiii)toN,�iiie,tit�"),�.ibovo�h,,illb��coiisiritcec maccor ince4khroa pwits'sillinkot by � ale 0 w ne'ri, Q units,tha r le zouing,111 QXIS once prior -'approva f( us'Zi ''I - . I , I , ' � � I ' ' , I I I I , I I IIIIIIIIIIIIIIIIIIIIIIIII111101 Z :� ;5 L- I �. I . . I " " , I . . I . . ., , �'. I I �. � ­­, .1 1.1111, ­ � � enielusst It 2011-007" f(ir t4q�,�jp 1.1­6dij , 1 , )p 11 , "'. , i , � to , -it 's till,, tz I , PA U U p-, * + + + * + X N , -00-�00-019AI, 04600- 11� , I 0- � : i; i6ilify), - " fland flor it publi '"' 1 - i ii,-includillgrig t-of7way atid,�apprpyecl,by _4 ' ia _` ' �­` 'JdrosApgjhe'hs 1, ­� ,f .. - As4i . � Rok s�04 Witbih,1310.ks 1443 of tlic 0 , , '' .. , 9XP4(1.04QnRcqt10 it twillents'. ,i use � I �W;l - 41 '_1 - '. ! � . - T :m and_'P,arcet'�Nurnber(q): 0464.0-100 0-01SA0, 04600-00-00-0180 04600 1 .isted LiViii-rai' 11191i6luo, mscholao � , mm mxv _ Y) Cn � � I I , , or Wayaw , , , _� � und gratilftig of et VQQT;# �,de.dtoated to, p4bli� . All of the'lko.diiiiii, . it, oluot - ort the: CV0 Ilty , Wi, � , "I a Pat , 11. Q 1 _4 shall be , roy " 111 � 11 , I I I I I . . I ,.; I I � 11 . � I �)� lutpro, I I ­[­ "I I I I , - 1. . - I .� � ­ .11 � 0.0 _ 't,�"fl,�..tir�p,ps,v$"QA2,41�,��",�l., . I � - '' un Ad .. . ��, , . .. . I ',the ,I I 11- "I .I I I ENtension ti,tlii:41)prox�iii�tte,loc�itik)ll�llo��vitoi),,V.�, "bit , 4 ,) . . , 'i"bfq,�,i�L,A,.,Ii,,tr,t�,,�tti,�I tr , - 2j(1,60000-0049111*046' -00-00 1, VeRXII, 4,� , 6,ddesigtiizti,�4idcqii�taictc�ito,:,,iljl)l,ie�,t�lc�Y,PQT andar(Ii,iticlu 'tig,w,filutit,!'ttii,ii�ktt'o�ti,'V.Dgr*�q filvuujv.5,41l� in. r!a3mtc(ure"1,'Q';, �jvbodlsj pubiii�� s4re,tv, i -004t f�rqjcct, Tfiq�Piltu_dro , .4iall',he desipod and -;wnstructed to applicabto.� lills.Road to the,lierktuar Drive' - 10 t � , , 00 -01983, and 04604-00-00-019134 1 . "I from R, i I I 11 At � I . I I.. � §(, I ansportation. r r life, W 91 - I I ., , , , ' : , I I , I I � I � . I - , .­ , - .. ". ,, ., I � � � - , , � . I " '� -d I 1. ,�_:, �, . 1, ,.. . . Nlo �: � d P#t:el�Nurtxb�r(s) Iligh.&Iiaiol Site: 046004040-018130 lintl Q46040 VDOT sta ulards, � I "o n � put uses of I im Pro 3, � be ii I I ' d b, - ' ,,, �� I, " �" S .16, , ii ilg I.:) - - ,r I I I' ;*� bidi til6tit f " �' 4i, 'V� �, , , 'd , I, , 1) 0 , I , , " , It c" , (I , , , 11 11 I .1 . I . , It rt 'i -0,0.01)0 ,. tile , ng , unit ion � DO'l s colfietric, esign., P6 Glutffids D, Rio Mil s.Roadway.0 e (ion �tkio klills Road Coutlection"j. Gcornetrie'Design. 1� ­'i ,t -"�,tuil"b' ­ - -hilut, er4ie,-R,,� Rcl( th&zdliti p art ,j:,wi I *, I I ,I 'or of oil ts:allo1we 04�1 1 I � , I- i, , 1) ". I . W � ft . , , � - S .Road fulp roventeilas' shalt.4e,detortni tied (O 4,o substantially wriifi4ei d.,I)y: l)It*.A1b6Jqa t 'Coutuy Fm" 0 �4 . � . " . . . 1. ''I I � I . �:, . _,r . U two hundred sixty-11,416 (269) �s.inglc-114inily M,Mwd units. A �'ujkktt rifto", unit is atiy� Owelfiri , �,_; f� � � I 11 � I . I 1. I , 1. I , I , I , � , , ,., ., , �� 4 ,9 W 0 -2 Tbis,ptoM,r , , :,, ,''f,ge, cons trijacd,jns C , 8 counection by myr is anticipated prior,to I Polo Grounds Road Railr Lavy$a4s's. *i0iirI.,nifjqtyz(90)_ 5: �', 110 (Ile �r tj� b tile C I lit hat , 1 e ljoujing�u' < ,� ,< < - 8 angirleeri or,"Its,.(ICSlgtt�!C,,�or,,i�i) V�herl theyzay ,,tr, i,,. � obst ti.tizilco.i.iiple�iol.l,.o.t.il,)e.t�io,&Iitjsl�otid I I I 'Qr_��i4e Air6r&1�61 , -'R, '6 &-i < a. = ir statement -'for Bro,okilill) ZMA - .1 I � , , , � �� s tio0ort, It ' af)fo� statement shalt attiond,and supersede tile, ori inal proffe I "I 1. ­ i, � I , ,I�eli�.4:�I���ltl.l��VDQ,,r,�o.ii. I , '' - I ­ WIC - , t k y 01 y uliit,:trl� tile Project tj Is, [lot tqtle � � - ntAf1jord, all I " � "I �, _� �, _, ' I I I I I ­ 1. 1. 11 ­_ I I , ' . � I .1 . I I I I - I .� ' 1. , 11 � �- I '17 a,F , _ I I � ��, �.,­,­ � � I— - nit or, For o - " " " " .z, pq z Cn -, �� @ - . ' I I 11 .1 I �, � ''I , 1. ,,,,,, I I I , 11.1, 0, � �_ ,­', , ­� , ' I Owners exp'elisci it traffic sigI141 Unit as &�kriliv(t it! ProfTetr 4 C%,,hia et Ratc:.Vmv), ,rho,cas, contributions �,qha I � be $,ti*n W bond ia rcloased,, ur iii) a VDOT official 0 herwisQ c6lifirms that re� 4utistan, ial , wrtip im� DecvmbQr,,3l, 20.23� If r- is unable,Io co lete,the W610111s; Road Corule,4tion by and'th" "p'pr"o'v'al'..by',,VL),Oti.O�V,n�t,�tlztlt,cl,itts� to be.Justalle jat J " ' k ' i ' " I I 205-00007,,tipprovod ouNromnlier 9, 2016i , th�y a I* � 1�, , , , 1 " Vb6f � till) I I I � d I . � 11, I . I � I I 0 Q. -0 52 K ,2 , . , I ­ I W - z < 0 W , � s� l4witliiil tq , '11io ju d ed and Thkiy-jb 6 iindj$jtpo�oojhn� ($7,q'��31,1�) tw cifeb'si ,to ) -'- E W 2 < - (D a � . r .. e 11 , I 11 z - P,collbor-51, 207, pd.lict �.'grtlnl�#t4 the ( ',oquty�, tile �Qwtl at tit z W - Q J, Q3 , stoll is )yvilcrby VDOTa6d tho'c Q, votti 6rourlds'R0404 No ,.whern '' �� ­ I f , '14to yoars� aftor , us4I4d'i`I,jt I, it T . re � � , in,z� "finnity, e, ,,, �., , 1, . I , ., ,j .er I ,, CNN � , R4ilroi4ove its, � �, �� �� , I I .1 11 .. - _ , " , ., " od I - . _' ' ' :, - , ." ; 1) . 1, I . � I .1 I � I � � , j LU [a P . , : ,_.r,._�.� - � * to ing, (iiiitwiihill, i - r.4 W > - , _2 > C� a- 0- _j -cord. CH.MtLES R. HAUGH & EMNIJEfttANNOGLESBY HAUGH- CHARLES 1pq� , . io 114i 11.3.Road Courecii,pri pursuatit to road plans, wiih�n,'tlle p�lq 'qunty� dctac � 'r, than - - 'I ,4 0 g, < U) m LIU z z 5; - - Pursuqqt to approwit by VDOT,�,'Pblo 6 titids. Road hnpr0VqrIJQJ1(3 5,11411,11104de salamander I It be m5poiisi,ble, I I c'mi uctioll th R, " (lie (late oNssuallue Q rst� t�.,,�bjprasingi' z I I)Nvner(s) of RL I . , , , I .. 1- I " s, a . I., , I str . , e 1, . I . I "''I. I I 1410, �. 1- , , ject� 11,10 Q I 110 N,fa kqt Rate � O'nii, ottiv a constructvdFor §, Affordalilt. DwelE $ 1 , . . I , I I I I I I .". I � -I I :� �. , � . I I I I I I I 1� ": ­ I �­�,' :11.. I , ri , (ts, ��:,; �, � , " c4litnity , � I i ri g, " '­ 1, Ir , , ., � - � � 5, , ­ , , lic" __ , .1 ­ s gj� I iffiln Zthat ttill' I)Q',i() , 'k e �. - 11 ic p I Igure ,� si ixliib -fain'teukince of ttlo� ;1 � ' , � 'a w 4 � ' � , � �., 1. 11, , I I I :Z) .,� W > � 10- '6 Llur WW - '_ � R,� B AJUG It &, E. J. QGLES Y, JR, TRU,YrEES; CROCKi�',,ri"r.CORPO.R.�V,KtON, it VIRGINIA I = . I 'hown on I diibk�D, Rio" Nlitt � . -is not qo. re . 'Do'r'hiis, ' t , v c I d) (tic " lords - � , , U) , (n T I ' I .1 I , 11 o .1 . I 1. , . I � � z � 0 (9 i:_c '00 ;� T- m � � Ili ncls ,shown col e tually 411 F" �8 ' '-gakniiander Crw ng E �t�): 4 pfo.N'ted by VDOT , I t le,glipTomillate lotiltion; 3 -7,,x 9 Rondw"ay It" ques(ed, (or',V appr6vdd file- trtt , t lit ^ d'e ff� e, " ' '^'r W tile c ""JI e�' - I" 1-4 � I , ­4 11 I 11 I ., . ­ � � " I I , 110. � Pr6jc'et qualifyi4g as" 5L,lo un ei pro 4. in'tithe I � unt6bittion brulametrate "ope it- , , y I - '', eI 0 - � * , - � "ll. � ItuloO Ofa'Q0 for the 269th, sit gfo� Itunily ow,011, it - i,- I- P I kXr ON; fIQRNE LAN ' I bk �4jaujttljldertutjlleli,�j lt4o(tio,r�,4�60,qib,i�t,iiyof(li qw1lojard'a it ' ' ' ' teitictit, 011acqUo'n �� � ��ocol1iie0tioti,�).'I'Iio.l�t�0,,,VfI Rdt .,'Oil,ii��:tioll"ireotls,tk,�k�t�'(1,b diat I � :`,pa vodo-tortyptiligatiolit , list' It a t (F , - , � , , CORPOt I X D CORPORA11ON a VIRGIN . C0RP0WVFIQN; CRAFrON ,-. � 1A, , I I lumm cria iliall,be :� �. . �ol4o,&iii 5 Ro" " I I . 11 I 1. I ." lls� ad C , pw Igit . nj I i Itit shigle l"Imily wli�s�s ,Ill begin "ifter, tlic'isA I 1001-911C. � � I I .y . I .1 I ' I �, . . I . gI - , ., , , , ,, (I le Owuqj fia . I I to. t,,,2oJ2'7 *rjivl�,io �,ilil .., I 1, 191 it, S, mw 11 I .1 ­ I I �11 , ,.:" ,�4j, , " I � ` I "' , , I - C) _4 Z T :::) M -:) W z � g , I � , I I I ,C611PORA'rION, a �,,�IRGINIA CORPORATION ANWOROOMULL ,vt,A.wrMENTS,, LLC ,established and aptirpm1by VQQ'f Owing the VDOT roviewof the xmal plutis forthe,,Polo, s It be su �stautialty conipleted,pri r to Peceolber j :1 ) and,prior to. tile i suance of a CO fo, tile 2,70th, sing e fami ly ( w1vI I Ing uni C, Tho,cash coludb'utipus - I 0 LIU :� 5 0 LIU - zg � - ­ 11 1. . I . I .1. , , I I .1 I I lls,Ri lad r U,4 � I .1 rl� I I 11 1, . ''I . 's , , . . , , � 11 1, I � �, � � I ' . � � Orounds Road I I I � npr � oven . I � et � its'� Coni ' ' " I I 1 14 s Q "for '46hAtic6� ratuil ' taofiv'4, 1��,,I *1 rkei, Ra 1filit shall be Five Tho , it 11, I., . it d c it 'd ' 0 � � �iti�tio'iisliii[i,b,ed�,,(�riiiiiiedtd,b,Q,sub,�i�,ill't4-ttly.ci)tlil�l�t�(lby:.i)tli��,A,Ib�1,1' deco.dnty', 2. T eails,--Neks and Civk Sijaces. 'rile Owner 'ball pr yid� tbe� f te iid F6ur41 � ri� �r'd " 2 � ,�,- I .. I I , .'' oltowill itit�to,v.,ctiii�,tit�.,,�N,itliiii the Q ' '_ it Forty'- � � - , I I � ,g , L yat ki � ­ �. I I- � , . . 0 , . firigirteer, or its designeo or ii) wlwjtitjs� obil�trqcted, inspocte 4 IICC . d Ftir-Sille.Aftbr. Ole, R using Ul it P . . � . 11 . I I 1, epted"flie Ri " i ,Si�,v,�,ii,mid57/10�01)6t!�tts'(S 1'447,5 all. a c6tt� t c I pw� '1� ApproxhimMy 1277.5' acres 7ored'N&Ib (Nei ltborhood Model District) � �, I , . _ proi?aty ,7),,o Z � - � A art([ VD01,J) I! - , 9 I . ­� Ili � . , . - �. . I ; "I , � -, '­e",' , � '' . -, � , � ,. , ". , , , , 1. ther tit, � I ru te 41 OP � I III, 6 ;�. �E � b � 1. ) .1 :n,­ � , , . .. 11 .111. I . 1.� , - , " `­ � I . � I I I �. ­ . I (- . 9. Rouie,2� Intersection Improvemetits,J1 rspant to road plans approv�d ,y YPOT,t ,e OwnOrAliall 1vIillsC6iu1"ti it forded ictition, or I H ,a vDo,r oil iciatothorwise con Imis, di a� t'tliei are .,4 -_ . 0 � I I 11 - _ I 0 or a.F6r,Rcnt Afkb (table Housing Unit within tile Vrojeetitualifying as suctilinderProMr 4, 1,rho .11, ., , I I I " , , I r, . I I � , , 11 , I , I I � .1 I 1:� 0 �! 2_. � I � , , ,� � I I '' ' ' I .euns(fti�t,.,,tll,itit��r�i��ti6iI and turn lanQ,hT1pr0 v, i i ,ii6, 1�641,0' 119 C0,114(tatly ki,bst�ititi�lly.�,'o,�iip(t,�t'eI A, Trail Netvi,iJtL A primitive teuil Octivork ((be�,`Tr4jI N Vrk"), consl5tout,, �vitb �- 9 ;:L, _Ie �CIJARLES R MkOPIt &E'LIZARE, 11"ANN OGLESBY fGiLUGH, iolu�,, I t� . deoic(cd oil (Itc, $ ­ . - , ,. � tw I '" , �, 1. - ", I I .1. , are tile Qwuers, of Tax Nlap Parcel . . , ", I - ,AheCotinty's, ,,-�,u,*Ii,�Qi,iftibu-(i,fj.'(is'fo,tt�it'�,ti,i,liiiit'li.t",Illli.,Y,i�l4r,kd';t<4t ,Uiii(slulll�. SeVc Tl its d Fti It, tlliud�od, rj� I I I , I , I . " , ., " 0 . 11, is) at] )it , U ,i4 0 - . . :(� � ". , I it , , , I . ' 0 < � EI 04600�,06-66_019AO CHARLES R. RAUG41:& E.J, OGLESBY', A fill atiwi Plan ,'Koute, 29 Intqrs,vodiull, 1R)lgovellieIRIV). Tho., -,.Ro,u(Q 29 Intoluetion d 91� W �� � JR.TRUSrrEES are the owners Of I p I .1, � , _e�i�gn ittilid4ids f Ic ,I priniii1w I ,$hill[ bo'estolilishcd vVitlibi itto �ji and'ovio Doll - ,) ­$, � AM , Ho ' - 0� 0- ; I . . . , , _ , s� or a, Class B- tyr. . , - , � , '' lattir,e tpi , , ,-, � Nhwtct� Q ars 07,419,9 i),,,( " c Foi ide orqalik� usitig > , , . , � , I., I ''I ,� ­ 1, I , , I ,�.Ili. '111;,_�._. :1 , , .ther.thawa �,onst , r. ct,,4,��­ I I " I I � W �� �: 0 I,- >- - - 0 - - linpromucats Shall bo substantiall 11 ploted prior to i , � , , . , I" f4,,,,c, j'yjaf) Parcel 046QO WOO . 1, I'VIENTS LLC �s the 6 vmr or T N k1ap I , , ern if for t e fiflieth 1`1 u 0 C&to Orceli%vay asAcseribod'withij, the. code of.Devc -gcnera at oil of t o"frail N (�vurk I you I ssumico'u'r0iber i) al, , I 11 , The Credit for tri*ind Cont ib � ti ha�w; referenced in Proffcr 6,shall �be iiidreas� ' i4nio,iii. The. �� I' too , i ­ It �\ shig uni(witlita t , 0000,14R001(HILL APAWrt 1� I "a I I I Unit or For RQIuJ libi-dableflo ILI �' IIQI 9ject qua ifying, its such under Proffer 4, ��-, U . z < 2 z >- I X , , 11. , , . , , - � � I ''I . I . I I I I I I " � I I Cn z H! �E ;_- Iting (other than, iin'Assistp,d Uvingg', d $3 I,QsS6,,',(69 M. if the Owner o' LUU) , n �.4 'O . I is, shown on tb ',�,e,e��,,�,i�-t�'t'r4ilto���,itioi-is�liall�b�,i�de itiniticd-bythe'Owtier, I , , '. � . , , , Iii, ,. . Pie I ": I.". Par�,ot 6466�-60�06�,u t 4B 1. , , , po�). d�vv I , , , , , , , I .1 I . . .. (_� 1�5 z :5 2E �2 _ 9: 1,,aitdCltOCKWrTCORPUI,t,�,k,,riONktlico�vtiQr�)fT�t,xt�lat)P,urcei$046QO- � . ,,11(�.i'ilt�-i,ll4�l!�,,r�"St��40iilt:",Qt��liv;lt�,�c�o�it', lity) tit t os�.tho miArliodon orthe'R10 �N,IiI14 Road, Qunnewou'. I 11.1 � I 'thei , � I .0 . I I QvAptilivirtiod Pl* bOWo I . , . I I I . I I i I . I W W (D - of �um 11 , ,it d lusta atioll �Qf 11 , � " otlyof A.. Atli) I XQ I,- z Zo �� , , , .1 � I 11.1 . , ' 1, . '' I " , . .., I "' , I , � , , 4 00700-00419M, 0 00AO-40-0,14133, and 0.4600-00-00-019134; 'till' Of the,owil '�ct or ii) ,it cort'lit t � I " 4" ' , dw0fin 0 .r W, 0 i I . � , .. 00700-019M) 0 6 : 4� � I em of %vithin tile PrqjI I I I 1. : , 41CA Q, Q, "eu 11 fi t�,� wittila'a, mult full dy I Ili se I ,on sitc,c(,xiditions and 111;'Wordination �vitiiifieC,uuqfy ritahle'llousing.. � I I 1. I I I "Pit ey, I Or 11111Y - ", � I- , I' 11 .9 .1 1. I . " _ . I 11 , �- I I— . I to Trait N . I-.. � I � ,�'. 'k fl, , 11 � -4 - >- , n 6, ,� ,. �, . , , __ I . I _., .w . � � .1 I < LU 0 > . , I . , I t I— -- R: j�. �: EH , it I tor - of-, tic ir9l: Black devolo U) 3: F I ' Ir ansit sto � T , 'insit 'N 'gencral location, s all conluience"Cof - ille'site kv I 1 III t , project W 52 Q pitf04's 4roreki-red to her in, collcoiv lyai tile I'Ow r" it, (lie parcelslartz, re.f�rcd.to hcrQiti as (lie i . , Owner sh, II. c Stop ithin: ific . I I shown, as a it , cultelitly, witil::� such I within the Project whichever occurs first, ,ri e Route, 29 hiterseettiou luip'rov�ruetus sliall'bo �R � r,� I , lie a on8tr " et it �ra :, ,-, W .1 . , - . . , lie lid � . 1� ; ; 11 I � 11 I � I I I � ed wt I ini �tb(� I r - 7�= 1 . 1. I I I I I � p I W �4 a- LU 0 W W I �z C3 , , , � � - , I "Ill d T , it ,$top oft,11* Applieutioit Plart, (the "fripi it, Stop"), The 'friuis't Sto - shall be aad the'e fire'U"041 it 'hall ­16.1 I It, . 11 Thoo.�v,Jtior li4tti�ovide,a.ffor(tti,bl�-,.�ii3O�ts-iiig'���jit,,At t6.,ti,llt,�,�,j�i'p,er���nt(t3.�'/�k) Of (lie total 'b' f ' 'd . oligf, I -q :)Zmzzza. 6 �� , I I 10 'it, i and'omis�tltf�[W to applicatil VOOT's ,I d" ,itic - " , ,.:r, be,,s. I �, , A... k1flo desig ed, , I 140idg, W :;� 'erof " Itowai, ta . , ,, � iffidut I liniiiation,' VQQT's pt�oppso tuls 1) , ,. _jer!yl� '. � "M CORPOIL N, is thdowner of Tax MaI4 Pareol 6400 004,m'l 9 4, -, ( ,It 4 e to ards - I . P rb, I � Ott's 0*44*11i .1 . in_;�rp xQg,e, I I I '' .. 11 � . . " I . s, � , etwo 3 ploty. prior Ossitasigo.6171116fiye"t un*Wth 5 . I I'M 9 , ­ . � �. . , . , I I I �. . I , ,I 1. I.. I , , ,11 I 11 "I , , , I 11 ty, , , , " .1 ,. R I X .� ull.45 cq115trtw,iod..,otl the ]Proper(y. .. I F I or c��alilpt 1 4; it" I ( iiisiuld (10.00), total kini(i"are emptruc C& ill (lie. z * + + + + * * Gietitneirie, Design_ The Route ,29 Intersection Improventeri6 shall be Acteriltibed to be. lstructeti it�,c�o.o��iiiiAtioti,wiil,i,,,ttid,, ppro,vat by the Coun Director q I t 11 � '. 11 lug", I �. .;­­ �. "I lope tit, .. _ I _._ . "'' , , �:) 16 Cl�-,W-Tt)N,,(,�,OiWij,.I�L,k!,V,tQiN is ttie , dokigned mid cot , IV. , is , o�&,iietof'l'ax�N.I,tl)P,,ircel;04600-00-00-�Ut,'4.DO. TbePr6 ertyisthe I . I I ��, '. I I ___ - 114, ., , , ­­ "'' . I I :, , , I f'Cu n qu i (500(tl)perll�ii(�.�o.r;t(l�vefliilg(6tllQrtlt,lt��,li\t�iii;'t,�.Itill')"d�v�ti.illg,��s�3l��qo,4 'flu'sing butxta, � '' . I 11 � I I I - - - , , . I ,ty ,.. "I ,,, , � .,� . I , , , , � I- - , "I 11 . ­ - ., I I ... , , , . ., . � , Cn �� - I � � If 1, � cc. � 'Wilin"i app"t, , , " , jd, Of' r - County (the "Coulvty").a� �Z ,2QJ 5�907".for� ' ­ki kfil(y 1i i tho� Projed.�: 'rile Tr4i Nd6Wrk shi0l. W,determitled to 0 ,.. .. , " , iui*� this'pro't 4 p - ' '' ''' ' , I ii,wholl to* ptnear,and gt, i rate. it shot , 1 6 d , , s, .1 r :sLib,5ttititially.t�(iiiiple(c4.by: I), the, Alb "llir, c.Cuutity Etigincror its esi"tice ori they am, Mve , . . . Re briaLfrinl9t Authority a ,) and shall incbrpo ter,, hlobidinj�, rot-11 'es "_ I I J, I 6 )� I )iii��lititid�4�d4flil,y,(1'50)ttnits, rtheire,q, I I u onie or obti-val wit I Pruft�ot, ( R ,st.lbj t of fllo,'rc� -­ waluill-I oil icdb�Albenla h. , c b , ,9 A I , I I , (if in plict, I I �, I �. I I ,�tivii[citt,�tiri�lreqtiite,c,to e,provI edui I Q &-, � . , . . I I I � , , ' , I I I I I , .. . 'cOwlt�ltic( d"Ail 00, �444 tho - � ..,( ­. , " 'd .:�` . q, to , . . . , '"'', I I I ­qtttlt to or botteetban tile �cqtrcut Q , s fof be,��pb, taa(ia1ly,00rbjjfdtq& - arlp- cou ..... .. E " ".. ,, I) I r *Its'dei , :�,� slibj�t't. (4 p _- I � . � a , I , '� 1, "Vkj , A�!,. 4,'o iii),4NUOT oftlqiql, , td I d tit -, , �, , Ie I -'r 'ot:(holiffor life it projed"known as "'Broolc iitl"(tl -P(qjzece% which includes, tile application jilim prepitt by , sp, 1­1 Nl,jDQ'f Wnsfi,1.10 lv,Al, 4 6ent:111, 0(16 all, awes. ,tyi4it stioti ��= ) 9 ttitli, , I., � -I ­­ ; r:q.tO* . I I . , 1. il, 41" si , go c . I ., � . �, 11 by"tw"'Aib 1. � illYi 119JAcer, I I gt*'. I I_— " � , - ,,rof 1,(s s )rs a Ilitepest, resetyp..tfie I I At.,t tit � 11 Cn . * - - , I I , - 6iti-entitteJ "D, I liqrwiw col they.,ary substarnially.corn fetc�. . fitu ttesviL 0 71')� ,vild Tvan§i(stpli shut I be i lifilpted,epriquireptl ' it's . __,,�,_: I 1-1.1 I I ` .1 I 191 I 11 I 11. I � & apn,�, .. _�� es,§.( ,:i,,,,' ' ' � �) I " � I Ito cd , . I 'aira,f" I 4C`TI 'Q,��qle . �. E, " Of ifirms',thatJ C r14 , , , " 'fe. Area, Trallik � � I , installed and cut - � � . ;­ I I "'. I I , , q, Ark 14 rj) M I 0 ,, oijilbodio,tid, Model Dis it au," Wt rd.V sed I , I 1. , � I - I , , - ,. , , . 11 I . ii�,o�j'��,(iveti�rou�,!-Iziv,,iiieiyof�b()U�iti&O,pes,'�iilditi(ling..�-Lt(tiot-timiied'i4of*orsate,itilit , , ( u , .1 I ngin" .1 11 kfiill �N (ticl(NN16) ikpplicatfo Th I , � , I I I _ '21i 1 1 1 1 .. 4­_.� � 1". ", �, �, � I y !i�914; '_ , "I, ,­,". ­_ ­ "", - , " ,;, �i , , s rqu it, I... - --- I 'ptenibO16,_2016� (tbp `Applicadom'Vlaxf)., tind 4 Code Of Oe"YOOtiniQln't, entitled Oto "Urookbill I � with the ifistiiltat4i' if '"' 6 � roads and I'' " ansit, Stopinid a' . �' �'6,rt ioll-�vh�casli, , :­ , "' toll 0 $Urrotln 11�g , �.Idew'lks.Nvtthlri U16ck .The'rr bove, U.pon, Writtcq fcq*t by,tim'County idtydoeliit, tlic',i�,5titincc'6f,t,ht�.,',tl�e'b, redth (5000, ) acecs 'eyt,iiiits4itdC�at�ri�i4�,.Uilits�("� ftof abl'!Vuifs� , � � contribution, a 'in '' i I' " ' ,��. ". 1. ''I ;-1, ': 1� I . ,. . I., . . "I . 11 11 I , a I . , I .. � bil(m � und so - , '. - � 11 ' d v .. s ore'pafficu arty - `�ci&bborhoud Modd Cp . - c (,',. Ashwuod Boule-vitid C'6tinectiqn. PorstIalit. to, rokkt;l platij4r."appo'ved, by, VD, 'T and, I I , r We o 11�,, , 4' �6� 1 �)Iic �., 'tier shaugrant ati,,Qas�q I wner, shall delaicuto, to d*, C9411ty art t!p"06wilt for �d c �,� bcd till sovtfQ i0A .. �101qvV. IF ­41 IN ,de of DcV ,lopment," approved oil Noventher,9,2016 by,tb�� Albemarle County I . , 0 'of I'lod ,it .0 , p publio, usy. or the PW Igntl iiii , Oki . ­-1, 11- ,,,,, � � 4, quip .' - � ­ I I I I , , � , wary, .1 , ur, I d' 4( �tf ,, , a§ Fornlit for'A dN��,Qlj , the , nid I I � . I , I to . .1 � - .1 . I I I I .1 ., �A $ Yy I Project, I 40"'.0" ,, , ' - V1, , �­ , .. , 11KI_ �. , _ . q , 44,a 4C b I I I I I . I , .1 . upvvyis , construction epeineut and' maititetiance .agreeniont approved,by thu,coulli REVISIONS Wittl of" 9 - ' ", ,, revised �ror var4tti.ot: � #1 iind. 11,2 oil S'piciriber 5, 201,9' (the, ":'Code of I I . , '' I I . I I .. ptkbfi I so over the, Greellway arca,,as sll!uwlI oil the Apfiiicai ItYlart, P, oiio,tbc I 'uts, 4114 is e , ,� - . X,,the .Owner &hall ucccssary to allo,w tor tile public access, and u5mw orsuch facilities, Ic. 'I I . ­ 11 I I I IQ ,Couniy�s r!ztiuVst , I I I I ­ - , � . , ,i,: > '' 11 � a , , , 1. I - ,, , , , , ", " I ;, I _., � _;, '.. '.­­,­1 I_. �, 11 ,�, .z __ ,.� �'. I I � I ,, I,, t . feklot, th. Asihv , too, 19.11� 11prov , 5 .1 to de'dwitte sim, , a " � ct �Iiiay: dedi6te: portuins ,of" lite 01reenway.:, y e- ,& For -Sale Aff6rdabl& tljousinli Muits. All p ii'��ks� f,tlie,,IFQr:-S'�,il�-Arfordtible.1-fti�i4t JJfti(i, =III"). ,C4 ,olls � . d.b­ " I '' I I "Illy dcpMod,with it " euivat , nd olwlizedternl� not otherwise (101111ed in those Pro, Ncts'shal I havo 1:110.0allic deriflit) C6115 , C� ou oncvak 'Cont t _as,.,cqflgeP ll, ; ,, A easedlent': 'le ,O I , . I I b asea cil I I so o I$ , � - , I I I I I . . I I I � , tirch,, _' � I I . I I . . - � . �� � I 'I., I I I � 11 . 1 �, d REV DATE COMMENT BY ill either the C ode ofbovelopilic I nttrt ,AptiticationPlan. S low.fl oft 1130glevin:4-6dijection ("Ashwood Boulevard k_Q11qtwtJLf1g1. votipurre. �:p � ONV It fit,, .. _ i,��,,dq4jg ' "T - 1. F. kd4fi�-T 0a j�i Npg Liti-es, Within sixi (00) Aq landsca ' t I�hibit ,C, Asliwo9d, - -, ; _ ,, �, , � , y� qf� transi� ,services (Q,tIjeA1,rOpQKfy atjywi tlioup, Q I - %,!, o ping , _ , _ �_� � I I 1, . , _r lo.re s jivis,19'a,plats for"'Oeasi lyiI g�114ji�:eiit,to,,tll"kl�;l�ii��k,�).�v�ly, ovided ; e apPr ,6.ytlte,Alb�ititirtq(,Qunolltou,iitig6i't,i,L r, lleo� �':.X he , 1. 11 , Iy I , 1, , , 1z , , " 4 .ubjt I � 'ba ') stuill- 1) . ­_ I � - - 11 1. .1 ­ � I .11 I .1.1 : 1111, ­ � I 11 I joillicd � ��, .� " �",� '' ' ''' ' ­ ' I � I I , I I ,,, U . ,,�', I b ' I units. offcrvd.:fbr ,s Ili h, ., : . ,�� �, , "I , 'i�diug,� 'utilities "Ind, ale A66rdtaifo,� ito,using,, U shall 'c dwelling. ,sale at(pr`ice, '6r vv , tion"), 'I'h�A�'li,�voodBouleva�.d(,��tui�� 'I '�Xf,j ea�fbftal transit � " , I Contlec . ctio"Iti-viii0i includosa,pedestriart conticellotij, Still I having.cormueticedby C ,I r authority, or other provider of transif service selected however, that 0�viler,mily tvscrve: in such easemerusi right's,of,aceLlss4br,ii I c I 0. I I , � 'it(Wd ptior to,, ld 'I ' " ' ��,'�il..aiid,�iibgtaiit�ally'.�.otii'o�let�d I , ''. . ", I 11 � d � 1. �. ­ , . I ''... 11 I jj6 be,dedicatod'itud shall bear Iiiiii ell Ids,with iticurne 'Ioss�_Il "' "It' tit (80%) -of the area lite' lan ulcorne It y 'Prior 10: I) tile 4'sUakQ of (tie' by the Qdutity�,` t1w Metter s1*11% Wiltrilaite, ll�fly Thposiuld,Qoljar� (S,50,0.00) to [tie Coillity to bje� tu,aihtouaii�o. �Ea�)i��(ibdi�isibit�pi,it,,al4tt depict, ie , r ' "' are, a 0 s Itut,01g, ty perqg tit' Pur4 1, fit it . -�t be bo I I I ro� ". P 44:4PpX91_ � . . ­ , , '' , . 1, � - , , ti G "aNvity, . 1 711/19 COUNTY COMMENTS CPH '' � '' . , � . . . 0 1 1 .. � 1, �. �, qua u, y, � "n i , . , , , - , " , . . I., , , I , I ­ 11 ' - I I I I '' :1 P4 I i X. , ,� . , _ I � . � . . . I lfiv��-'Jn, Po , . , 0. .,�'. I—— I I � I I � 11 � _ , . . . . I - 11 ,ixty.bvo� percent'' - , uldN'd ,(� otji) i-iiii(f6rit�dNvct'iil,li'(",�i,,"e�,l�ail, ���,jol(t�f4iiii[y,.d�&,citin,�,��Assi�tt:,d�,tv,itig, used l'o�,gp"ti,(4i,g,iz4xp(,,Tj�$�-s. ;3$lalibg�to tramit,scryi �:,ui theTropert. d' o4ted f6r,pubiio wc.' tr,�at ihqjhmJh� ., , � and $hall not -ex . . of YIPJVs. maxiinitill sale3 Price,, for If its,(' tblic�. ),sectiorl 33, of lie Albemarle County Zonitig Ordinatice$ the Owner hereby volilautrily pr Mrs ,� , I ,�­­ , ,, , , I " I "I , , the conditions listed *"below which shall be ap"tilt6d 'to the Property if it is rezoned tolbe zoning & I In a . ' (11 y;an Ownershalli,contributc 'it'lio I a� , trectimay area � edi, ��: , 4,�ouflt`v 1,41tiosts I 11 - I . 6� I . . . "I - , I .1 .,;,­4 "f I., �, � I ,� �_ I, 2 8/29/19 COUNTY COMMENTS CPH I � . _ I 0 , �N tier I -, iotrio, res o -.oil I I I r 0 ars lie 'reenway.4 at c' 'dcdieafc& ys division 110awbaycrs. -c6m, , I .. . , � mee 11 '. I . tit rovorvonvaNsc I, Are' tit (800th) P14y I hottsand, D 11 ' ,($56,06.0)', to tile C6unty each year tberoa�ttce for a period of Ili (O (to ic, , �, , , , 4 -alaff pr6vide'A' , b , isifict I . .. , 1. - 1. � . I I 11 I lation, I 1� Ofic G , 43 dl Qccd, S , 6��­��. ,�� 1__ , . I I . I'll, , " �, , � "'. - �,,�, , I— � (65N 1, �,Ijti foO above, T lios�, coildit Oils, �a pmffervit a a ) , 111W or f) t c Iss , � '' , , I it has no 6'�' i ` '; ...... ' b , � ,usuce,or tile citi t , I � , a t, �ib � ' ` , �, ­tb,'C'�,6' lo� uy,6r its�desigtteo;a perto � 0 one hundrcd t1v 10 If 11 � I . . ,, � , jart:04he 1.)rop,o��(1:�.v46xiiii,g�.,ji�4 ale, ON� flursill. , , h I .' I n I bur , d , , � � d dtiva of tile, reQnwayj any part f fbe�u . I plity: I . 1i I , I I , _' - _. � I , I , , 1- �� � 1. - .it I ije -hiolwyor firs(& tim ill tit 'lilt, 0 lie ,$halt addi.tjo.ijal ycars�,-�such (ba the�tmsh contributed ((,)'the County pdrsu�,vnt to tlli�jl of LQ shall it ( , � I 'gowle4gq ; asi, Perillitformy-d llingtypo,witlibitho, �o ,,, " w I ­ I., I., . , III 11 k �, , 1, , _ I I I � It 020)0ay`situ1doi16fy,, 'j I'Wgiblepikoliis' drw$ U$ 4 ,thatt'llomidi4o'lls are ret .,inable., We I I ­ A �,P , � et o ly:cvO w r , , , I., t � ., �. ` :., I �'­ , .." I . " I . I , k�r , , , ,. 0. I 11 _ 6,)i t)iiifi�oi�suichi,�qtio,�t),�t*o),Vflpt,�,Cp.�t,s,t V,.�$i�di;pl�,�t(�o��ii(IrQ,egtd�kI � � requall ry "al exFo ,I ,� A,,04144 i Ljtiit5, The I ­ " ,� '' - I p1*1�414100.0vithi six(_ �, , . v .1� V1 A Ito I , I I I 11 I ".. "', have completed, Ow 'Ai . d " j - I I � I"; , , .. ., . 3 10/15/19 COUNTY COMMENTS CPH . jhwood Boulevard Conacction,prior to dw (;Pk,l)p�L'tioii:,t)f,�itie,,��vo�it�,itti oxcec, � Fim Hun, red Thous'alid buljav5_(SS,Q%90q), 'rile rnmwtary contribution fit �,y ,.lrs,ty�p, (1)� witbotic or mora dcc(N of caseniel)(dedicatiou. Otte, hundrod twoo '( , "I'll' �od sJjaft.coi1iilionqP.,ljpO,u writt0,11.1imike traill t , � . . I . � � I � . � , ­eA I I I I ty I J. ,pQr! , - , ___, '.. , _ be Owncr that (tic , , , , * I . I I I I I .. - - I ­ � ., ' , ' ' I �, I I � I '"'I 1: . , I . - - . . I , , 11 "I : � " �, 1pai b I � . " �, ., 1. I - I to ((())'� s'litill be� , i , veil litore t lan, a ' ' ' 1. Transportation. Imoroveniouts., ev'ard to B rkiriar Drivo, ExiL d ' I i ' iversa dite of''the ft ution -,ill ,�acl Stle unii(s) sha � i , I' o 6or'sabi. Thi,�_:aotic�e s'hak [lot be 81" , , I 5:,Prlor extension.of Ashwood Bout e 4tision, throng' I It 'y the aniii ry a st,cotaribi' '- ' A I li 11, be, I'Vii I ... , � I , � I 1. . I � � I I 1� , I I I "I 11 utup., � t0litf bLl(j0;I Shall 11,(�'Ctltldi i0ned'llp R.If 'it 3�,I&nehiq P , � . � 4 10131/19 COUNTY COMMENTS CPH gbvid,�o to 01PT00Wy dar. , arMiant to gigmi�c:plijtfappiroval by� the Riyatinit Water anti 86v r�Mtfi. tit ' ' ' , ,, (lie to toc ipt 6filto C , , if O' , �)ifqktl)�',.too.ti�;ibidr-ok-941d,,Atfo. 4o.k.1m - I t ,q IMP, .. �. I hia the T e o C I ric . .1 I . . 1. .0 0 I'll I � 11 . I � ­ � I 11 I 11 I ­ � , ate"o � � ing- rit; tile- , . � I 11 . . . I-, - "I , __'y ((U`RWSA") , crtific ,9� � I , � I , I . , , ' I 9� qpp" , , , , , �, " � - . , , I , b1i twelve (12)�niontft period Il - along tile Trail Network mjtbiji I to Dart) 'E I Zone C , y5: W . '111, � � A, Polo Grb' pj ri a , tracut, Votil,-�uchztfillo,as� thoQoutuy:d,�Iorminp . pbjrl�t the,,,A�,;�ii,�y.p,pd-aotli,ev"ll�d contlection for pu 0 illpIt contribution. . I , '�roak'biuQadut te -,ty Q9 - I .­ . ,. __qj 1 � , ,, , sto i , . I � Iq � I I pri r to, S I I)WIler $halt. 4 %,tt4l;,1si­ua,,q I thit -mienti. Pursuant to roa&plans approved b, 11.11, I I I I I I I I . � . I � punty or its designee ulay then im (]it itfilli,�'Y'l,li,q"t,i"(O.�Pf,,.ovitte a'(11q. tit unds Road Ini y tile Vi6iiih Ddliat I I � I � 1 '., , " � " I 11 I I . I � I I - - -, 'I, ­'.. , ,. , , " , , 11 '' � 11 1, � , , � � I � I 1­ ­ Mw r SIGNATURE I. I r.� , I 11 dt��iglititilig,c.v,t,tt�ti-,t(it)lI routes. :Sigrrag shall be installodas theTrai ,Net%vor� stablisbe i, for such For -St e Affordable MY he. Coullty'or its esigi �;o,,, oca � rovt,o.;a . SUBMISSION c. . 0, _ t Cc oil- ;44 ,fma lang dedic1uidn,JIl& owile sb4l (,be, re�punsi b. e,, for att: mairite 0. g,and,iriswanc� of , I " ' ' - ii� e " i d kl� using (jaii � .11' t `4` �' ii � ­ "- ' id ' ;W_Ti;ii;���QQ'r'), (lie, Ownex st.1411 ugai�, ali i4crs '6, . Oan�di. &J�iira, 6 ildill " , 5 12117/19 CPH � .. . I I . I I I I e, I . , . I � Ufa I I I . ,. 'iue�r I � a Iouipprar ,1�,drneftt. The 0 impt vernents, iticluding 411plovellients to, the% horizontal alignalent, vertical aligurtlent. arld' cros,;- cA�li�N�oi)([,..B.P;if,�v4fa.C,O.t e iOi? T ov� Ot �yu�r, hall, 6stablish Cpastruoti, a Entrance ' th ot ''I he, " , - oft'Albin't, � I ,,, y,poristractiolfeascitiont Construction, J'raffic! mant � - 0 t (lie rig the_ui all it d t�yojny (M) d4y'perfOd,, the (jwhee51Q.' . , I , I I I 11 , I � � ,� :0 . I 40alillQdlittectill", r4tail k. *e e �:y rigb( 19, ' 7 1 . I 11 I . . , - . I . ., ­ I - I .. � ". I I I ". , ­ I 1, - , ot and trial agFreell .q(tbfit is acVol I.46 to t�h I ot roati,platis "(or pr9pe, de'riot. le5s than 3.2 tiores orland.Within'the Prolect -in -toe or inconjo or the. purojitt � s � , 6 1/14/20 BID SET CPH Intellance � ).jab o County prior to.approva ivililocatibus'a appr v k by'lite, County and.VDOTas part of the 1�rQsion ariii Sediment, 4. Parks anti Civic.S .The, Owner 3ball,pcovi I . Ir In& R6ad'("Polo Grounds, Road luip s Road I I lie � r �i, , P, ell _ - It W, sell tile unjt(4) without t I iii e t . 11 ' I � ­ I— , , . . ......... . I .... .. . . ,y restriction oil Wei, pi I � '' - I I I 11 � , , � � � I I . - �� .1 . .1, ' ' , I I 11 ' 4' �' '' ' � I I 1 s, tic In 4 ce, d't �� ;� � r ­ � 11 ,tho, t .1, . I , Vha�'J fiiadw,ay I '" s im , ' '' -'elan pro,��., Dinfi)g1he Oierfod id �vhich all road'Nvill bec ruct It I ,. ' U , t "der, , , 4 * ,, lie cc , , , , C wenty� 1yepercent . � , s' ctiomofftlo G ,rowmenis'). The Polo Qounds . w '.., � I ­1­ �' , � i � 1unprovoinots'.sball.bo ��tilpirt�!d�"iii�,tNy.�)�pilu��5, Owner:sJuili begi4 otiostructiou orph'ase 1, its � T.be o', ile,r* I L�b de " ' d 6 i0ith, tfic� Con : e 111proveitiolits, provememssial a edicate j:togethcr tr'ji'vii tt4tid"site- I � s QiBt - cd �v� hit, for Pinki,"ilrid CNIV Spa,ce's'as ticsicribed1ii th&,Cod�.,"'�fD-��,'�10piii6�ht and generally shown (ill tile kfc�,sbatl'hufok I I " P I . � . . ffor it e . � 11 , , I . I - I � � I I ,, ii�, (25'1/6;)�,of 1. I., I I . . . . I Cimaty-owned right I -0 ,(��.;Pfqlloj3y,(4.'Iitl..,gtl(iI C41, pIqti' ),��k;OnStruotitin truffiw stnill'bp requ 'I'll I I - , ll#g�',i - ".", , I , (25'1,6)�,of,th , It 7 2/18/20 BID SET , f­Nv4y at�; such, On; q �g th I lit" . tq, usi; Ibe CqpArlic6ou rk or QM �: 8 1 t molly ev, " " s . CPH . I. � � A , � o County dettatitirico �(o subu. the Asliwood I .1 I it tor) , _ .,. ired Application Milo, E44 Pa � to mptoted-py . . I , v bal L ti�� $ 43k �. , lwtu the: iswatiec "Uttit, - . I , I I 0 I SIGNATURE Paile 2 of 11 [,age 3 of I I Page 4 of I I Pziijo 5 of"t 1, 8 3/16/20 CPH C � � 1. 'c SUBMISSION . ____ N, I "''. ____ - Beginning January I of each year rQllowing, tho: apprQviltof ZMA 2615�.,661� itie,anjount of;cacll cash, 'Services Dopartment. AtAhe option of thetourity;,axid.111 lioU OfthO construction, Qf,a:sch90I0:P1ub,4 Park � F_ ____ - - --- - -I " . � ''. I . I �.�,.,;,_ , . t , _­ � - .��.�� � � .: : ' I I I I , , , , ­ I I I c I urt� . , I B. Eo-t:it�r-ILAfLf(j-i(tti-LitLLLqtl�,si-tl-,LTLII*s�-, ,is � , jb�, � 4 idudIly "Cast ti�,ty.be't','�Ubli�lt�,4by,,tlto,�o.t4i( mutie� it u. ry c 1 . . Sit � 0 , 'd �,� ,,, - , WyfN114S$ tjxeroljowirltlsi�jlat e tu4bu on required byTruffers �3 inidA �(c.tullccuyelmy, file,- "C' it Contribittit tid'indiv I t C , y I fit&i Q­ itt �` s I 00, I � I OWNER Wrw,044 It Pai-M 04�Q�-00 QQ­#,t8A0,1 . I , .1 I . . I I � - . �., I Coatributiou") shall be. adjusted atitilr4fly.witil. paidijiJ MIleet aily ittur,cit r4eor tn;�e'foe tlie�proiceediog� , � ': , '' , , � ", �� I I , ,� "",­­ , , 1- .1 .... ... " .., s,q 0 � ­ I flORiNg,]L�NDCORPO'R�,kTIONta�V�rgi�iI qor-pora,don (t),kenial Rates, "rhv, initial not.mit for each rental housing unit, for Which. Owner seeks calendarycar ili"itlt,:L�,,iat,-41�16,i,i�'Inti;�g�vitI Bud , " i0adi��X for Inasorl. I � ­ 1 1'�14 OWNE $of'rimiNla, Vttric�l(�,10,09,00-0070k,OAQ: � I � � ,4 11 I ­1 I ­ I 11 I 'ding Cq , " , ,_ , , , , , ', ry, wittIq in (tic, Nlid-Atliuific,�,'&, ,). I "III R V I I , (fu3lific1WQfvr6rJk '-�irpos�.56ft(ii$,Prpffv.r,4,("I,i-4r�R�,titAfford�Ab,16,tlou�,itig,Ujiit")sti�ilI 'Tli,i�ai�ti��i':�idjtisttit-ollit'sli�ll',b'"ia'd ' i fit - ' ' z "a"." " 6' � I I C K C'u'llir buti, ns� , . p � 11 I . � ,e, a . le, by intiltip ying � to pro . ere( Ka$ li Qi ;1ITI0UI1(.dLIe for tile S. PublicAllah School be Inititutiottal Use Site, , I 1. _ , I I U � � I I . prec,e , Oi 0 , I , �, pre(x � not cxcced tiw­ thvwcnrr ent und ,applicab ' to niiniununt'na ,rcrit. rate, app, r0vod by, the, I � ,!I year b a fraipilon, tile riumetat ,���i�i'cl.'i��ii�tl.lbt!,.tlii��NIS.,t,:"orDe��einb��r ilitho �dirjg k I ' ' ` '' ' ' � I . , I ., y � - � � . � � , " � � ;.or of ­ ''I'll. - 11. ­ 1, I � 11 I � I 1171 If -1'r( . �i Ica ill, � , . Allicniarle'Coonty, I i t" 'I b r ',car. he' $t as of licco'niIer , I" '' , within one yea i a I i �t�iek�by,i,lic,Coutity,,,the�O�viiQrsb�tll,(Ictll, Letothe'Coutity'Ity r, � � '_ A , V� ­ 0 , t 11 � . �� ., Gone /) P/ lotwm4 0 fice. bi tile I'sui se(juent calenda y nionflily actrent cii1cildar yearj (lie dmotnifliuQr of which Atill bo� tile, Nt � I I ill tile pr=1( Ing tile, ct'wrtitel I � I B Y: - , ,V � � I 1. O-A.4,1 , 14� I � � � , I I , ­U� for'c * h For�Rcfit Affordplile Housing Unit tilay''liq. incre cc porcout QK)� r�cutqge,C. ian��­).: B, x, rAlit�,D��.�'d�titid�,�'yl,tt�4(i'to nsfdcr4�i " " fee simplelitlo to a pqrc,pl, of, hill 116 tioubliehigh ho( ,indltir' By; ��2 1 �11 1-7,-- 1 � _-, 4� ,� , I i � IL _� d : tit ���4�1_& " '' I , , , yway 9 ,j�,, anflu _9 91) I �, :V%_1 -st e I _* ac . . ased tip (O 11w, Cal,�,ii(lar���L-Atiiiost�i��,,�,clit,ty�,,Ild�d(til�,��,�Aiiilu�t[P ' " ' I " ' ) ' '' If' arnpl&jl c, fir4f , tit War , $q 01, , L,,--- I A im 6. b u li�', t pro I I I . I .. I � I - 11 I ,o - � 11 'I I I I 0 r. , I Qji�', I , I � . A rcut',' nwarts that tile mit does not include 44jumnlow'sh"'Ill _�..,.. ''..."., _, '' , " , ,, '11201.0 �it it4justment shatt be bo ed.on dii�,amawlt. Isuctiother tj,� - . (54uQua,abutti 1: 11 KNOW WHAT'S BELOW f, , bi '$1,31 3'. 1 � x,2017 N18 Wt. "Eaeh annu , 01 Countyrilay t1clormine'suitable" or, not lez,thall flly� ' jigapubllcly� I For 11grlip.io, Of this Pewter 4,B, (be, term 'no p , ie�o (It CII)MMIL."If-40011 I , , .. I I . ' ties. * lie, r irenic �� � ., , , . �. � I to rmula cont , iiiiii , e' ­­ " ` '1� , 1. ,, I ,., , o _Ilili So itiols.'Sitei, Exl . it , bi . tand: I I . i I I eed Wish,Sci I Dato, ALWAYS CALL 811 1 1, , . - , ­­­ ' ''"''Ill �_ I ". ,''. d �, d;_�,�, I ". ,, , aid utilh . . '� '�' 'A' ' ' b' ' i' , _ � ci tatoly' a 'o "': It Itior"way, tmstlown � bo , .r equ nit that Lite routs for site i�For,-R'cnt ; ITurda to Htiusin ofthe ploffered Cash`CtJntfIbutiuii tile for the hiint ' ­ ' ,dedipate '.r �, " " :tit ,m�ure, L'�,'Bro 'k I'' &I " ": I ' L , � , tenant�'p, � � , I � ,� , , � I � I , I di firticeding.ye r based on'd ' '11 I I I � , I I . I " , I I � I I I I .11 ___4�'�_­,7 4 ,�.11. "I � ........ ,�� '_ I , ' I , I I ' , ' . I ill: this Proffer 5 (([w,-.anlou t, d rived,frO I =�, to, 4eivitaller"as,the "C"Oh SJte�(tho";14­bScjlo lsi�e"). 'fh-,l . -- ­ I a wl�,:� � , 4 BEFORE YOU DIG 'tl,t,tytiOtt,,��,�t�,,O.tli*�(ttit,�irtiwti,r�iits,��-st��blisili�,0.ill:,tili�p-aratiritl)ti4B,.sli,ill:,ti lyfor d . e '8� units Aii'll. SC111061 site s ,0xivey d.a,� witboutil4irrifir6m ts� , , . I I . .1 11 * I .01) I -, . I 1;�_ %: �, ,It e , , In. sudi fqxt iol.4 slialt be �olc ,,I 0 It ball be 11 I � , I., , � . � ,V I .11, V � I I nefl, I ,� 1, I 1, .1. 1. � - � 'Ovviier as"I sultabilit . . , 3 , , I ­ - I I 11 I I le 1, _ � � . , 'utitributiom,amoo I— '', ,­ , , or,Nva rainy 10 1­ - y, . A� *-,--JitQ14 _� �"e__!!!e_ OWNER oVr4%1N%3p,P4j . ­ �, _010M�� a period Of tou'(1 0) ye!,trs eollowing tile, date the- �.ccrttr'tcate of occut ,,7%,provided howove -( ,, I �� I ,�� , . . I : "pimpy is,issu d by the Cqtuyib,udonL)uo I I ­,, '. " 'r, 41 Ito event Sbaft the "ash ( l)tpaJdbyj4q , , I r c y m I.. rt�vl,04,69444 0 , '_ I I , , I ' '' , I U e I � �� , '. - h '" "b" ig I , . . , - " , lff,lZk4,40'fjf,�"11�1 Q'GLr,SB im " , , , , , k I , "', "" �­­.�_"___ " I.. It's fast. It's free. It's the law. C' unty for ea It For -Rent AMa I lable Housing Uniti, or tulfil tile, Units tire suld LIS low or be loss (him'8 mjnlliou,�;md *t'hiV,t,f­tum rt;4 T irty7t ir�o and 1,911,00, Dulla " ' ' ' 3' ' , I I , y m Gil. , ' ' � I , m$7j'33 � pla, 5ing � failit y C YFON CORPOR - Q,N,-,u'VIfghIwGorP0r4tj!jU j I 'r * � � trodertltt� onst uni qudlifyilqggi�as such. under Litlie� ill& Virginia f-Jo,tistlig,001voloinnel t, ..O,�t,4c,iledi,yl4�k�t,K,�it�:V.Aiiatid,Fiv. Thpustl � ith It$ , , 11 , I I . I.. ,I t it r I I � 11 11 I Id".., , I 1. 11 . . I I I I 'e dFatt 44thdred. Ppirty-severl and 5340,01)t) a4,S5,447,57- , 11 I I � , . '' I 11 I i�4tliQri,ty�.f�',,,ir,ine,vit,[Qiiile,A�,I,tiii�i,i,str4tio,n,.,Qr.[.IousiiigatidUr�;iti,DoyclopiiiQ.tit,,S,,cctio ' I r single fortify attaphqd,TVhrLct Rat V4 and �,Sov IcINU Alid 01/1 i I � I , 11 �.,, ' `17 � ,. I , � 00. I I I I pe � I ­Q . qn .housand,Four flurlifm Nit , �Qatt": t;��c� .'-T ZZ,d / I , - mver-conles a , rA (tile 4�tm.�.tordublc Tcknf!"). '' - Do I , I I � I � I ­ 11 ,", I .,.: 'i till Tlu:.�� CM: � 'T __ ,��hicl I ar'.4$7�1.19.91 p�t�iiiLiliiftttii'tty"�v,ldik-et'REite:Lltiit,L�iide.eproi��t�r 3 btT�ve,iity-t,�'oit'eT�ii(iii,,�.�tid' ' Id ' ' 29. tustorle'Resour , .� .111 . -lund 'evetily Fi,�e,,D�011iir�,,S,24,3,7��P,Q:P nit under Pro I he' N � I I I]ty�, ,",/ " ;�� . , _ , �' inio, 1 , ,,a - I r�tVS or'afflordable,dwelling, ul off 4 4 ,11 urn ___,- _&P, A-L"'a, - . � � I I I I I I .­­ _­ �";�_�', � .. I I �­ 11. :e I � .1 � ", 414 jrz,��__e �_ 44.4 (2)) s conveying any interest ,in the For-Rcilt Affordable CO . A. LN�a-tio-naLfRLe taIgIg Bropkiii1fil. ellitigis cjJji I A tilt Q�­,Vau'ghi Its� e , Qq�yqy,�j,Lq_ejj(jjLtgLe,, . All (feed � Cash 01.1i), ttle,1'611.wil Tormitar, , , " , ,. � . I _ .life Ili 7 �, ,/ I . � I . "jitributi C chan-a'shutl be calctlWed -ea0h year using the Cash _f�f L(goric'M s Eli,gjbil4y� 'file, existing "I ,for tile OWNERS OVI`44% I'vlap P;ikol 046Q0,-QQ7,0Q,­QI,AQ0,Z I 11 �V�c, � I I I � I 1, I—— ­ � - . - , , , , " , , , , ,3", 4� 1, �, .1 ­ . , , '' '' '' . ,� � " I � _1 4 - , , �_7 - , ,. I I I I I I � _ , , " ii I I . I , , , It , robti4o , , , N ii0aill Regisfer tirnis, _ - I r"a'artya verso In.! I t , ,'it ., d, � .. .... �, 0, I , It lati-A " , " i, � *R, If ' ­7 - � ' "d pac to im esigilao,0o 0 M ' Uhits dtfrin'�, the. Affordabl.oTerio, shall contain lauguage reeiting tbat sileft u4i Is, Contfiliti(i6a,-D I , g I it, ulay be less: thall', it, 1, I _ , fq� I � 6, . I , oil 1191 , A , fl LIC', even [� ., I � . I , ., 1 . " tic, Tvithi-Inuffl, Cash. � Coil 110AIEVE 10 a, I to,ric iv(�.s. w,liershallj4dith' ' I I I I r PROJECT No.: V182023' I I I , I st�j,�..-�tto,tlietdriiis'eirp,,iragt-,i � � d I w r � 11 I t I I hii, lurti I ,­ e I it I � . pa� I , A , 1, ". '_ I I is. torkTreserva(tori, Act Of , 19�6,(NRPA), �Datei _ '� Et A6 t Ft, EEN I'll I , I I I 1. '. ph4B. I.wad itioti,�ill�oitraetspct(aitiitigto�teort�icy,iticeI ampulit paid by the 0 tie ii '411, Ito be less- thiq the 'IV x tile T DRAWN BY: I I � I I ­ � I 1 1, I I I I I I I I—_ I I I'll I ".1 i I it Cash �C triblftiqtli For t�lia ,,It cash. t of ilic'Seetion 1,06 Review unde National, E ^ � I I I . , , � " ,-, � , ..''', I I - . " . I coutribu ion that is b in- paid, itvirtcrouiorits� fite, u paid incroulpri(iiI payIijoatsshall be corr. spotidingl w a( xutustoro� .)y I , , � ''ia Ovaltment. of fifsturic Roscturoes (IJUIR4 // -,// I J . I I - ,��, . . � _t_��, ;�,� ofany For4ttnt Affordable Housing Unit,.or auy part thereof, durino the Affordable Term e " tilchIs fi *' it 'lle�Virijil . I 91,�_l ,., � , ; -/-,,t ,,� .1 t � � I �� � , 1) I I c ,�A ­ " CHECKED BY: RTY I I , I I 11 , I I , ,� "Y , , � � I I . � I , sjiall qujii till lar I Ij V& I it ,�i�,o�iipl�,teiiiidfLilidiselostir�ofthc,(��tti�tioll.�itiiidculltei)]�s��e�t4bjis�tILIL14y, it.tIju�tcd mich, yciir� ----- A � _­ M _�,_"11�11'_ - DATE: 5/3/19 1 � . I I , . I I f4ii pitr4graph 4B,, At I t thiqy (N) days, prior to the convuyalice ufany interest in any 0. Cot neim, Del ingati I C-1-JAIMA 9, ."T.. 1. , 1 V14 1 1, . _t_!iurt� Q%Yn�:,rsli�it,li)o;tiiit�atuati)�cQiito.t�,,t,ic.st;tl�ukttitv.rcdwithili,tjie-ilroj��lt,on SCALE: N/A " � , , .. 1. I . � �. � , , I I 1, I .1 I . t I , I1AUG1';/FiT h-1-- M d 6. ere I 410, 'i­ `I'J ' ' ' bdiv,i��n litat, foe the, ' ea, (o be devOlopod whict � contains,such coluefery,or I CAD I. D.: SD4j For�RemtAffbxdablcflousin Unikloring [tie AffordableTcrul, lie. thell-current, Owner d't For Iii-Kilid Contributimm site p ati ur'�su at I I I , . I � I 11 I I I I I I , . . C , � , , \. .$,It, Y,thq C . , it� �0'11;tcitery'Turi 'approv 11 by 1110 ,, urit� , all,tiptif 'outitV iri.writing of tile conveyance and, P,ruvidze thetlarne. addreis: and ��pjotqriqs,,and ii) subiltit a1ro4fir(Of � pttuf�fbe,4ity kich, c z , ��,,, 1. I . I - I I I I I I I � I I I � ,,,, -1 ... I � _ . � , � , , r 'IN colents, "P li . , , , ,. hqsp Px(ifters,to, ifte coottaryj the OwnWs obli,gqtion to pi, Cash Diiector d lumull'ityf?e IQPITI�lit,or,�it�,,tli:�i"tici�.;it tit ptutiorpt-tro, PROJECT: - 1, , ., , tit 4pilit -,- U a view. 11 , � I 0 _i it rap, . ,ty .1 '­ '�'� ­1 I I , � Ve "''I , _A.,_­P I It I I WY, TRUSTE713 � �1� .1 I I grantee and state that tit req ir . 'Notwithstanding thg4provisions,of t - ' ' . , I , 1. liy,�_ , ,; 1, ( . I I 0 Is I lie 1, ' bi "'Iy'll I _'_nii�nj'�cr Of tile pqtq'!ltia �i .e P ', . ­ I— �, " .�� ... '' ,�,.,­b `;f` " ­ " ' ' i J , i � . .1 � � � bee ''saffisfitid Con buttoris,s ia Ito corn '; '" il I ' - I `�[ it . I � , -- f, , ­ diefice Oriti t e'lltan oro Al "ash,C , , , Z�Zi� ' It whicli ' I C '01416 (2 5 1 4 , )NZ�v 0 tri I I li, I � Ints I n s" it � live ��(2_9; _��� �� I , I , I � I I � 11 pp , I I been� couiple , ed that reA I ilts Ili wh4t WuuldbtherwisQ� have b�eb d. total Cast � I Q, , , b Ow.ner,o ig- V_ 111`4 I FINAL . I - . . , I , , tribution�oqlml, toAlle total, C. Groenwav,Area �Voodlaqd&j��I�. nwio iaiait be no I ui�t,disturban e , , of by tiny of its. Date� . � I . I � , � " I I .. 11 , ,_., . , , � ;I ,c ,y , � .I - .I " I _. ___.. 1­_L_11__ - W _1 , "" , '' I � I I ­­ wiletu !., �� � �z I ". . ,�­d '() to f the 'IIN " , urop. located frillic Qreetimi,yAre �e .; I I � (3) 1���� DuringthoAffordable're �13-�,'.�,�l�()O'�'��,i,(Q,.widre,l"a,,Cc�it'ti'prp'�,i�ti,teiiistob�,,i�otiipl�ti4 b rji 'thek SITE PLAN g., n, within it ifty: (3 ,it s f e oil Value 9 ej�l. I I., Q)d,y o 4 � � r": i) Ill. I I .� � p, '' wile .) .i I 4 ctls�es urs,vc�:e4sorso kodjauds�,�.b, a�atul idQui,ified ill. ,- , I 1. I . I , , , ,. ,�. I I I ., .­�' � , �, " , 0 - I ,� , , , ,_ _1 , .1 . Unit, theit W1001 Site" iii) th" Vu 0 , , , , '' ii& Improv6nonts iv) Route.249 , Pro � I , qjcet.l kto:H61, P , �, " , �, I A lkors�ctioil fill voulojit�, V� the'Plimsc 1111storic les 'idi y or I tie r ­ Z. I ren6l or, lease term for eii'll, For�Reru Affird 1,stlig ten -current Owner. I I ..Gruunds:� R �i' � I suurcos S, 1 f '' _ I I �'ii , . � 11 �'., ' ' , c 0 � I I I I 11 � ,rral , � . � i I , OWN,FAo�f*fax�tv.1�'ipi),4rc�i�o,t6OO,� 6-60-VOM;046p - , _90I-094 $hall I)IO"Vid ,EO I. 0 Albortwle COarity, 11,006 , " I., I 11,11 ,­_11",'',_� ": �1�1,1, ,,, I., ­- 10- � 19 '" � , 1 _ III I ing Q(tioe ,a 'copy of tile rental or lease. I C( iN�twufk, �., vcly.retq�rod, to as tho "In-kild I 11 � , � ­ I ", ' I '' , I ­ . 04600:,,00-40-0.19i, I, 0460.04070,64i0v ')�, I le I , I I I I wood Boulevard pilrl�Ntioil,�antl vi) the (colleoti\ , I -6 , , " , I , ' " �, I - 51 I ' I , I ,_,,'� , ;, , This fir it Ill , . I , agriectriern: for caA such unit rojited that Alms the rqntiij, rate for,stichialit and tfic� terul of 16tif iftivOtio"). I'liv 111-kind:Coritribution amount slit! 11 IN $'n �336 667, 60� '6e bi�kirid C911tritititign, offor, Statemn , ill I . , , i � "I", , 11 I I - I . I I I I I .. " . ''I '' , �'' . . �:. . '' ,, �. , 1. �, lf�,,� ."", - . , I I I till , v be� exce.utc4in any nit , q ber�ofcoullterpaq�, cqcbof %vilich Shall be art QrigJ ,C:"I(oc-�KVfTCOItPOItA�r,[QNI,�tVii tma'corpora I u0n, FOR ". I � I oul, 11 I lcn�cu' rizilt r cs , , , , iq Ill , I , p . r, oven - '� , , , e r , It , �, U., 6 't , ; 4 :,. " � , e MR. it -or lease togrc C'hf., 'I addititin,'(fujing the Affordable Te'rin, tile ,. it Ole't it � jo� v, � I �_ , ­ . hat, itui _;, .. - t __ � lt� I . thl:­, ("I .� I .1 � : a' IT, alue-of ( I I I ­11clitst 0-wher ItiisconnutiedJo i4iko,irt these prOffers".0lat'im" fQ' and �ill,u'f,wtll(:,If,fiig:ctti�i��s alk,uilsiifu e it �,O.uv all , the,5iulle 1115 rumel # I I 1. . I " . " ,. � 1, 11 1. I .,� I ­ .11 ", " I I I I I ID it'\ ki AJ I'll . , . � ­,"' , 'I I � T "ILL Owner slialt ptovi& to tile Cuunty� if rcclugsted� any reports, �qoplqs�ql reft tit or lease the b�tlqflit .of Ow" publiq� Ili Other wor(k, tile ,owner shalt nqtb0c,:rqq(JJred t ally -tier unit Cash J31D,n(n I - I � I ,. ­ I I I .t ; , I '. .1 :� I � , � - � ", . , � ­ . 0 p4), - rccmciits�or other. data pertaining to rentat rates its (lie. Countyritily rcasonably rquire" Contributions outfl, tile thlic, of tile, issuance pormit for a riew unit coinpIcted ailer applyiq� ag K 0 1 4t I 1 . I I I I I ' , ,uftlic,� ui.11, ,j " ; , 11 I I'' I I � I 11 . ' I I . I I I . I ff��,,,, , , 1­ I ,-,. I-, �0_11 I ae(eidit for (Iii � mtifrihufloa�% ,fit tft�, event tilt I .� takind C I P 0, i , ­ wte'd , - b4lan " f (lie "UNCK 8A I I . I � I . I . .;:,..,.. "I I I . I I, I$ Ictiolp, 0 1 1 , 0�idrfb. fliq oem 0 1 B * I I D ki I I I Y ___a_kiakh�__�_/�*,!�_? __d_4_4-_11_11_Z0!�* _X1 ,. at It , f ,tile (tvikino Qq tr bu Ott trittyl tiot,,be- atigli , wit ­7 ,0, _C.qALi�tLoLqqn�Lrqqt ,,iki'l�o,rdiibleDNvc�llit�is�Utiits. fil-kitid Contribution 6oino'exhausted, ly rointiming ,a atice ti, , , ft- ___ , I ­..", z� I 7�111 11 I - _0" I ­ . Ili .I �0 - , � I 1. Ann QJ1 , lis Nosid' , '­� .1 , , i " I Ili. lieu ,'of co.lis,tr�t(,tiii,,,..��,�r-%il�, or''For4te o.Z-ble bweltilfgMilits for filleell percent (15,1/4) of tile Oppliedfor any other,'projeut or developlitelit. SENIOR LIVING .0 . I I I to rulunit, rctjf,(Alits� . (h Own" ha,i tho:op�6Qa (9 inake, i easli c0lurilitition t AlNmiuld,C unty for tho . I I e; )�`,a a" -z>._0 I 9 1 ..tit , or it, . Q I'm I ­ 11 . 11 I 1. . 1. I I I I 'o . . 6j I I [Sig; ittuto Paue's to F611mv] Dat ''4/ 1 , . I � I I __ - - "I FACILITY �aftbrdablt,- hutwing pro,gy.,ailjinAho amount or,r.�.�,�!xjty-f�ottr'f*liotis�iti(I and Thr e, (Jundmd'S1.1venly Five. - , " - � - I I I Q , I � ,,,, ' , � I I Doitar's ��24,J!5.00) (fhe"karda6le kousirit, Cash firofi�rl ror,tiicll such ulk its folkiws:� the, Owner 7. Elerimitury School Slte� . 1. . � LOCATION OF SITE shall,"oxer6se the'Olitiori'to � make, and fficr6y s hall pity�the 4\fl,or4qble_ 1-lotts ing' Cqs�b,pr fferto,thp,confit I 11 * " ­ I I I . 0 11 I .P. � , , , Y,� I .. - . I ROUTE 29 SEMINOLE TRAIL RD XtbuAffoidable I lousing rcquiretricat has utit,becil proportionally tile( odicrwisiq� in four (4),iiistalbilents. "litIlit'l,ulle�'yc',,ir�i4l'IL�.r'�vti,tteo request,ti'v the COuqiy,­.h4fhi no oveat earlicuthall one year after the date of , 0 I , , , " I I ., . I '' ` .. I.. ,;,� ,�, , . ., ".A, 'I'll � - " 1, .1 - ,_ I ,,, . , , 1". � I I ,_ , I I � . �. , , , , ." "" e'. , 10 5 It c,o it , , I � 11.0 I � - "T h; 6 �Pr , cot, I to Owner shall dediv 'te (6, ' R TE 643 . aft.qrAll., tk I f appraval 0 1 " u It drcdfli (2001h) ttve ]$sit * ce Ofthefirst(F)COissue" forit'dwelling wit un I'le, , a to CO, , . lifspVc ).,It and, pi�ior to (I , , is ua, racoiuroactlofffictv�` It d I �': , If luity, . 1. 1, I I I 11 I'', I I uJ I hundredth (560tii),, eight lituidredfli (89,0th),, and otte.1hpumadtit (j,QQQQi) dw,Miug nit kyffliffi. tile Project by General Wittralli)f Deed 444 without c It( I I 11 � � - . _g I � � I 11 ­­ � I ­ I 6tpr" t I,) 'fee stitiple; title to, a parcel of land. fbi, a jjdblic� , , '' , , I �� I QX)s ", � 1'e ,� 11 � 11 � " � ,. 4 , . , POLO GROUNDS ROAD '. tie total Cmh n; fiett cptitribution due to Albemarle County ateaeli of the,four (4) payment period,s as. ,�lomctitary schoul of', as shown oil Fi-tim-El Brooldlill, $�O)OpI ' tos'exhibit and labeled Tlementary . ;�, � St , , I , " , , ­ I- I 1. � . 1'.1 .1 . I 1, I ,. I �. � I 1 . I I i, .; _ .� , 11 '' ­ � 11 I '", I I I., "I . CHARLOTTESVILLE ittiledilbov, shall, bo�oletflat d base&ort the total aunber or Certificates of Oo�upancy, isslwd f6r ilylark t Schoot Sltell (tlle.'�' H, It',mitikitary Schuo '81te"), Tlw Eltmentky Sclico I site shall 1116t, bo,losi thall sevell- (7) . , , � I I Ra to and, A ffoid;ib I o � Rou still g I Unft�. acre ,,qitd shall alit t a pubfcly-4p(licated It [tt, otvvay�, The liflailentary Sri I toot Site shall be, . ALBEMARLE COUNTY, VA 11 - 1. s 1 . I ­ " I I I . , ,, , Iide ,I . � . t, _ a gr, 4 at 4 , , compacted pad'sitQ w I itit water�,�ewer and electricity Luility �,orincctious cQnstrupt,,d'to tile edge Of the parcel \. J � ; 11 I _� I , , , , " - . , , . I , , I , I , 4din ' to stil , 4da6k*,6f` tit 1 Co I S oo. Dtvisi6n's But ing s. Cos,t,ltidex. to"I'ac0trinlodatc aftAelliontal-Y schoot acc 9 C. of iy: ch I i ' i ildi- Pa 1;,o 9 of 1 0 -I 1. 4 , I 1. .B I I F,a 6 of I I Page 7 Of I I Page 4, Oft I Page:1.0 of"Ll [a B 0% 1`1 L E RNIZ � go ­ I I I I I I 0 It 'or dwe I UP n I fle J C 1 I I � I 51 III alm�� . W QVQ � S flits aq�. I I2Q) alit, I I , I I I p . v ler �� 0 4A I 0 ---"-'&' 45 1 a 1:;1 I I I , I I I 28 BLACKWELL PARK LANE, SUITE 201 �, WARRENTON, VIRGINIA 20186 OW'XIER of Ta.%,T�Iap, pil#ol V4600-00-00-04,91,41, -. Phone: (540) 349-4500 , , , RROOXJUILL ARMaIdENTS, ILLCj d V I irotiatifilitWAAbility com.paq Fax: (540) 349-0321 1 �, VA@BohlerEng.com ____, H;\15\V152Q0MDRAWINGS\P1_AN SETS%SECTION 1\BLOCK 8A - SENIOR LIVING FACILITY - FINAL SITE PLANW182023SD4,DWO PRINTED BY: CHEOGES 4.17.20 @ 12:39 PM LAST SAVED BY: CHEDGES Clem, 3 t cci Of Q uUtily Rails tSot�s An MI I,t.Oullti�Ya � ,� t» tiic c E Y tvlt tt�Ntf�l�rl N '� • +rsA tIVV I I V 0U,-XL1:) anOcorrect 5y a, vote,of (NOT TO SCALE) r I A fl// TMP46 -:16 TMI'4 -1 HQR LAND QR 0. ATE IN N.,It ,1 j,11 QU.N4W4#.%it IN, L # TM 46-18 d CRAl"`tOR ! I ,0,RPQR , 'TION lNnT Tn RCAI Fl j , sx —,�; ., f TMP,,4, i OUNQ (NOT TO SCALE) CL m H ~ �� z oO �w 4 z La0 p� <w w_Ozal=- gm �® O It arU QIa-UQ0 ow HUB, ++��♦ �g H U W o r4y o zQ o0 aa2 zao�OZ WZ JDJ m >c� "-'_ a(�l WOOW WQ =2 m Si222' zN 0 Z U H WOW Q O O W -icnc� mv)zpq c�� o O a c-� z � Z W z ¢ � W a c z� i W 4. "pz �ZzOOWo� a W O}}-, Laa aWOWWW= Z) Z m Z Z ZQ. F U9� om REVISIONS REV DATE COMMENT BY 1 711119 COUNTY COMMENTS CPH 2 8129/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: NOT TO SCALE CAD I.D.: SD4 PROJECT: -41 FINAL SITE PLAIT FOR B R OO HpLL BLOCS\] 8A SENIOR LIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA B (0i H L E R E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com LTH OF Li V R NYA R F .p Lic. No. 0402056625 z ��i(► 3/16/2020 �SS�4NAL E�C�, SHEET TITLE: APPROVED PROFFERS SHEET NUMBER: C-104 L H1151V752000WRAWINGSIPLAN SETSISECTION 11BLOCK 8A- SENIOR LIVING FACILITY - FINAL SITE PLANW182023SD4.DWG PRINTED BY: CHEDGES 4.17.20 C 12:39 PM LAST SAVED BY: CHEDGES H:1151V152000\DRAWINGSWI-AN SETS\SECTION 1\BLOCK SA -SENIOR LIVING FACILITY -FINAL SITE PLAN\V782023PH4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:39 PM LAST SAVED BY: CHEDGES iHill111l l al yle��93>sajt h llll t € E3 �lli €l j Ill! f �I,il4lilt 7((il�I�t �3iAi?i1 ta3:)j I 111�11%�i �llill'� �lll�laa,; �l;f��lli i liikl' l��lll" 3 �i ,< ! 'sI?l1i�l� 111 I\Illl llll �i3�1} 'liltjll�} � ll��ll'i ■y '(ll(ll�li l l!l Illlllil ;ll �li�i ( �l� ll�ll�ll 1 ill �lf�11114! l t llt ll It l' I tlI I 113A'i ' �ll�jlt ll lllhll 111 �Il�l 'll �31III lil lllIll l )i: l a 4 ass it l . , 4 )lll Il ,I ill��i I Ali N l ll?ai; i3lalsl lA a +� � i �l �Il� �31.sii l l ,lli ll(�' til 7 l 1 Ili ii��} ll l < �lllli4li, �;il lll;i l Il V,I aI dal al> i ,lll 111 � I'sl�il � � I dlil3i 4l i�i 1 © illill �ll�jll �;il 111 'llj ail `�,ljlll III lIl l l l 1 l'I Il I�� I �6lel} �4 9 � p , r i ` i ,•' t 1 a \ \ f l07 , ..._.__..._....._._..\ mar � .........................__... \ � mmi rw arm mra _ . ...... ...._ - -' `..,....... ..__.../ Yana ... r.. alb r i� ....................._ - err r x .00 i 3 BLOCK 15 BLOCK 13 i r e BLOCK 10 r � a BLOCK 12 y BLOCK 14 Y BLOCK 9 ' % � BLOCK 18 i BLOCK I I1 t f o 40, ♦� 0 0 BLOCK 16 r o r BLOCK 4C BLOCK 4B ■ 1 r FINAL SITE PLAN , _SDP 201800050 40BLOCK 1J 1 �B�LOCK �JB � � ,# x I L 11 t t rA i law an E, •. ' f a . _ BLOCK I BLOCK 17 t SUB - 2 17 - 0 PLAT / sub - 2017 - oolaa 0, one am - �. BLOCK 3A W BJLOCK 4A1 rF F FINAL SITE PLAN V - a® mr SDP 201800050 ( I 17mm mu a BLOCK BJLOCK 6✓ -- aeas BLOCK 8A I I i BLOCK 7 �i.00 sum `t ROAD IMPROVEMENT PLAN SUB -2017-0017'LOCK 8B r 1 ✓� if r t r r✓fr �;U t k f ✓_ ✓ r' i i i r� r'f y �§ e a i 4 ... „- u. .._. 'ry J% V. SECTION 1 DELINEATION BLOCK DELINEATION FUTURE BLOCK DELINEATION it ,,! , ;✓ 1 "= 200' NOTES 1. PROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURE SUBMISSIONS AS ENGINEERING IS FINALIZED 2. ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION 1 3. TOTAL AREA PER BROOKHILL COD (AC) SHOWN BELOW DOES NOT INCLUDE THE PROPOSED GREENWAY. THE TOTAL AREA PER BROOKHILL COD OF 223.9 AC. PLUS THE GREENWAY AREA OF 53.6 AC. IS EQUAL TO THE TOTAL BROOKHILL PROPERTY AREA OF 277.5 AC. BOCK AREA SUMMARY GREENSPACE/ AMENITIES (AC) AREA PER PROPOSED DEVELOPMENT PROPOSED BLOCK LAND USE DISTRICT BROOKHILL AREA (AC.) AREA PER COD DEVELOPMENT CIVIC / OPEN OPEN TOTAL TOTAL COD (AC) (AC) AREA(AC) CIVIC/PARKS GREENWAY GREENWAY BUFFERS BUFFERS GREEN GREEN REQUIRED PARKS REQUIRED PROPOSED SPACE SPACE REQUIRED PROPOSED SPACE SPACE PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED NEIGHBORHOOD 1 12.0 12.0 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - SERVICE CENTER 2 URBAN DENSITY 6.3 5.1 1.2 - 0.0 0.0 - 0.0 - 1.2 - 3 URBAN DENSITY 5.8 5.1 5.8 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 3A URBAN DENSITY 3.3 313 URBAN DENSITY 1.8 4 URBAN DENSITY 24.0 27.95 19.0 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 4A URBAN DENSITY 9.98 7.17 0.86 - 0.0 1.43 2.29 46 URBAN DENSITY 11.39 6.83 0.52 1.09 0.44 1.54 3.07 4C URBAN DENSITY 6.58 - - - 2.31 - 1.46 - - - 0.85 - NEIGHBORHOOD 5 6.6 5.1 0.0 - 5.7 - 1.5 - 0.0 - 7.2 - DENSITY NEIGHBORHOOD 6 7.2 0.0 7.0 - 0.0 - 0.0 - 0.2 - 7.2 - DENSITY NEIGHBORHOOD 7 17.7 119 00 29 - 47 - 1.1 - 8.7 - DENSITY \ \ \� \ \ WINA> i \.. l L\ � L a F 011,11, 3 a \ \ \ \\ �\\ \\ y 5 \ L\ ti \ L F t\ Y \\ \ i � vv Y �_. .M a .r � ..:' 3 `d .. \ ,.. .Y. l \ a 05 imam � .'; �...£e Y.'>xF., rxe, a.�.. i....��'�« as ':"1�i.,: .,a&.....,..�.ud.,_ Ii$n\ � '.':. � .`4.... ,......§.,a.�`��`...'.&'.\�. .`�.�. .5�.� .xi"':,Z $'�. �'k\...`��k �t 3 ua�..4tF.......3�. Y.:r...L. \.. ;5, .. x.S`e.. � .a\...1� \ a \31=0 1... .sri, e:.�.a�i":.le> NEIGHBORHOOD 8B 12.29 4.51 - 0.97 DENSITY NEIGHBORHOOD 9 9.6 6.8 0.0 - 1.8 - 0.0 - 2.8 - 4.6 - DENSITY NEIGHBORHOOD 10 4.6 3.4 0.0 - 3.6 - 1.0 - 0.1 - 4.7 - DENSITY NEIGHBORHOOD 11 5.7 3.2 1.2 - 8.2 - 1.3 - 0.0 - 10.7 - DENSITY NEIGHBORHOOD 12 6.7 5.7 0.0 - 3.2 - 1.0 - 0.0 - 4.2 - DENSITY NEIGHBORHOOD 13 11.7 9.7 0.0 - 1.4 - 1.1 - 0.9 - 3.4 - DENSITY NEIGHBORHOOD 14 5.4 4.1 0.0 - 4.7 - 1.3 - 0.0 - 6.0 - DENSITY NEIGHBORHOOD 15 16.9 13.6 0.0 - 4.1 - 2.1 - 1.2 - 7.4 - DENSITY NEIGHBORHOOD 16 9.7 8.4 0.0 - 1.8 - 1.3 - 0.0 - 3.1 - DENSITY NEIGHBORHOOD 17 15.8 11.8 0.0 - 3.3 - 3.8 - 0.2 - 7.3 - DENSITY NEIGHBORHOOD 18 34.4 27.3 0.7 - 4.4 - 3.8 - 2.6 - 11.5 - DENSITY NEIGHBORHOOD 19 3.2 3.2 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - DENSITY TOTAL 223.9 168.8 10.3 53.6 28.8 16.0 108.7 FX- o U o F z W (.) QO p� Vl Z W z UO ZWC� I PG a� J J N H = Q a w °Za Qaxg 36 0-4 �m J Q J a o � Qxl-QOQ � U Q 1-- (n 0 0 ® ♦ i d ♦ d Z z g o H = z OW z �o u z W, a a x g Z Q w o U r H W - Q � a - ¢¢�¢Mz� cn cn �WO0W WQ m �r cn xxm 2mT_ W z� Wm4 0 C� (D F- OAF- I- I- ® xxx Jxaz UCH WOWQOOw J(n� m�ZU c'� ♦ddddi♦ � H 0 aEj 0 O 0 Qa H - W} H H W z Q z} E Z Y Y d o W QWOOOWWz vw-3 iai���g fi a L W O W W W EE N� xzmZZza o �Z diiddd♦ �o mom Q m a� 01 REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8129/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE CPHCPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16120 SIGNATURE SUBMISSION CPH LL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: 1 "=200' ' CAD I.D.: PH4 PROJECT: FINAL SITE PLAN FOR BROOKHILL BLOCK 8A SENIOR LIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: 540 349-0321 VA BohlerE n .com @ g T L H O fi y Z' V R N YA R 7' .p Lic. No. 0402056625 3/16/2020 �SS-oNAL'_e�G` SHEET TITLE: PHASING ASING PLAN SHEET NUMBER: C-106 H:\15\V152000\DRAWINGS\P1_AN SETS\SECTION 1\BLOCK BA- SENIOR LIVING FACILITY -FINAL SITE PLAN\V782023PH4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:39 PM LAST SAVED BY: CHEDGES _...__.._€' ._.___.__....._.... ._ .._..__......_.._._€. ___ ..._-.. ._._.._.__.._._ ...-.. 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T _ _ _ __._-_________ :___._ 11 ___._____.__.______. _ -- __ ____. _.._-_ a_ _ __ ______._.____ _._____.___._ __._-__.___.__-__ _ _ __ __.____.__.____. r. _____..______-_________________._..___._- ____._ _-____ ______. _ - Jr -- - FOUND _.._"___.____._______.._._____,.._____-__.___. - - _ __..,_ "' '� " ._._..-. _• .m. ___..... ----' _._..-..._.. ,...._ _—� ,........._...... «. ." .^ ...`.' �.,, .,._,-,--------------.�-..._..._•._..._..-.._....__."pW..Ww.v._...»«.....-..._._.._...__...._._....«.„.w.»...,._._�.»,_... A. _.......�-�._�.�.��..m."M -- .,....._._.-. JJ r,J �_ _ _ _______. _____.____-_.____ _ _ _- MONUMENT FOUND ` — -- -- ___..__ M _ _ _ _ .____.___ -___- _ .. ( � ..-•`wR,.✓<.✓�J✓•,..+1,..+✓Gslw\+\✓<eJa:✓�1.>tiw0.,..0✓\..+ ..... / / JJ ! ,/ . / ! / f/ / JJ ' r___-� SLOPELEGEND PRESERVED SLOPES MANAGED SLOPES NOTES: 1. EXISTING CONDITIONS AND TOPOGRAPHY ARE SHOWN PER THE LATEST APPROVED PLANS AND DO NOT REPRESENT THE CURRENT EXISTING CONDITIONS ON SITE IN THE FIELD. SEE REFERENCES ON COVER SHEET. 2. IF ANY ESTABLISHED OR PENDING SANITARY SEWER SERVICES UPSTREAM OF THE PROPOSED DEVELOPMENT ARE IN PLACE AT THE TIME OF CONSTRUCTION, A BYPASS PUMP PLAN WILL BE REQUIRED FOR REVIEW AND APPROVAL PRIOR TO WORK COMMENCING. L G 30 15 7.5 0 30 (N n X rU a � Uj W 2-� U Q ? 0' z �Q Z W O~ �' P4 zJ LL LL t � E- O O Z Q 2� 3 m OA W p J Q J 2 �_j �� 44 Al �j 1­1 pQ;9 �v¢�ro =® w 04 alq� ♦®at.o♦ w� o a zw� �6 a� IMM4 � a LL1 0 �E p 2 o zQ o0 641 _L(n a = g_Q §10 � aO 4�Y¢❑�OZo0 WQ(w _' I)TWZ: n�u,>WOa O W Q m Q om. TO S 7 t o Z �� C,) I.y W O W QOOW .„ Q��]tnlY m(1)zC) p i 0 0 4 0 0 14 p g � a ti0N &g pq W , >- f5 - - � r�� Z_ ,� `S W r O < � a C7 W } (W zQ'E cn �5 zg:EYY1W�n o W W4 Q W 00O Wm FA >-, ow �k-4 aWOW W Wx ,, i���zmzzza o2 �� ss+♦®®♦ m �_11 is 1) F= N. n REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE CPHCPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: 1 "=30' N. CAD I.D.: DP4 PROJECT. FINAL SITE PLAIN FOR Bj��(R��j Or O/Kj�jHILL SENIOR LIVING CILITY LOCATION OSITE S ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA [a B, () fri L E k E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com "V RYAN YALIMR - 7 I .p Lic. No. 0402056625 '�1 rt 3/16/2020 �.11 �SS 4NAL G SHEET TITLE: (� X. CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: C-201 23 2Q 1 ( 1 "= 30' , H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A-SENIOR LIVING FACILITY -FINAL SITE PLAN\VI82023DP4.DWG PRIMED BY: CHEDGES 4.17.20 Q 12:40 PM LAST SAVED BY: MICE I .° L41 N p S'f 1 PROP. j PROP. "NO PARKING: 5 LOA DIf� _-- --- --'- -'-- - --- IIII ---- -- - - a . ° ... ' u PROP. SENIOR LIVING FACILITY LOADING ZONE' SIGN 515.1' SPACE 68' 256.72' • FOOTPRINT 56,040 SF sAN 2 <. 4 STORIES ;; ..., . a I i` 6YM WiT 0 _cx, ELE�: )l PROP. 20' OFFSITE GRADING — — — — — — — — — — — I—' .�i►��1�:'1QJIl►�i 4 .� � � r%OP FH (TYP 1 1 I 17' PROP. 48' STORM EASEMENT PROP. RETAINING WALL; 6' MAX. (TYP.) li \� I -PROP. 50' STORM EASEMENT I; I€ --PROP. GUARD RAIL !IiPROP. SWM ACCESS l_�DRIVE , V — LIMITS OF A - DISTURBANCE -WALL; 6' MAX. (TYP.) 5' 1' : 14.7' 12.5' I PROP. LIGHT�TYP.) \ \ \�J I —I I II I —I J I T I I I I �I ( I I(TYP.)I { I�� cr{a�lvlcly \y 3� -7 4.5'R ♦ PROP. 6' CONC. p L SIDEWALK NOTES 1. WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40% VISUAL LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3. ALL PAVED TRAVELWAYS AND PARKING AREAS SHALL BE ASPHALT UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO COORDINATION LOCATION AND INSTALLATION OF KNOX BOX WITH FIRE MARSHAL'S OFFICE. LEGEND; `-------- MR, N V I I \ c r ��.✓ *A1 CLASS AI RIP RAP STM PROP. 2v'--� ♦ d50: 0.6'A21 WATER 4.5'R TR; DEPTH:1.4' AGSM NT i PROP. "MAINTENA CE STM 0 PROP. 24' 9 VEHICLES ONLY" IGN a' SWM ACCESS ao (NP•) PROP. EASEMENT DUMPSTER �� ENCLOSURE , - _____ — — — — — PROP.RETAINING— — — — — — — �ROUTE29 >OO BUFFER — — — — — — — — — _ _ WALL; T MAX. — — — — — W ­­ *"--****** ­_ ** _­___ ­­_ I - -_ MONUMENT FOUND ................. H:115\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A. SENIOR LIVING FACILITY -FINAL SITE PLAN\V182023SP4. DWG PRINTED BY: CHEDGES 4.17.20 Qa 12:42 PM LAST SAVED BY: MICE LIMITS OF DISTURBANCE MONUMENT FOUND a BUILDING ENTRANCE SPILL CURB CATCH CURB TRANSITION CURB K•wLcyi�r� HEAVY DUTY CONCRETE PAINT MARKING CL Li'2� IaO 30 15 7.5 0 30 U F- �> F FS U g ;5 Eam z o� z Ft•�� �Z UF,ja WF az Fri U® z�C�JO,, z� _ ¢WJ w � [u— z m C7,�� W C) F¢-�o 5® U 00•i+♦ aw U]® 03 rl-. a r-i U 2 w ❑ ❑ zQ r ¢ ¢ Z 8 U' Z� 0_ZCaSaj �—U` Z �o u W W W gH oq J m 2>� w '-�(7 Pi ¢QF IIW'Za' j wm cn"cn = W O O W W a z 2 m x x o a z x O2 J� OW Z U Lu0w aoow ��[-� 0000000 H �N �o ®� aN ~�� W Z¢Z}= ia i Ch (a Lu W -0 iZ Q w O O O W W ? 0)- erg o W W O W W w x iDzmzzza. a� r�� O•ii•i000 ggoo CIO o m a U, 01 REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14120 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: 1 "=30' CAD I.D.: SP4 PROJECT: FINAL SITE PLAN FOR R K ILL BL()CK 8A SEN10R LIVING ]FACILITY LOCATION OF SI"TE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ENGINEERING.buHLERr% 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 Ilk VA@BohlerEng.com L D001 R N YA R .p Lic. No. 0402056625 �i�► 3/16/2020 ORiAl - SHEET TITLE: SITE PLAN 1 AR,M&E NOTN EIGHT -OF -NAY I' >) PROP. SAWCUT ' ........... _ .... _ _ --------- - - _ . �I as _.... �. ... w. .. .. ...................... .., .. .. .... ....... ... ........... ................................................................................................................................. t .....I ............. .o........... 77-1 ---------------- i _LEIiT#Ois--------------- �r"1'EkI r I PROP. 20' OFFSITE GRADING EX L4: 6 MONUMENT FOUND EX Row + 23 PROP. n O / 1 \ LIG T POLE (TYP.) \ i DP. LIGHT POLE �z (TYP.) PROP. RETAINING WALL; T MAX. 1p ftiGHT'O� `� Y 04*� PROP. GAS METER PROP. RETAINING muumuu WALL; 6' MAX. (TYPE PROP FH'WITH 8° STEEL PILE � e + e VU0NUXVf FOUND PROP. LIGHT (TYP.) O a O O I 30' I 70" 11 IVP. SEE 17610 7 q PAINTED YELLOW CURB TO DESIGNATE FIRE LANE UNPAINTED CURB SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "B" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2". B. OR -v. c. FIRE LANE-21/2". D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. 5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOT TO SCALE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) IMIN. NO PARKING FIRE MN i.,; LANE ELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH) NOTES 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS. 2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED 3' FROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED. • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED T FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. FIRE LANE LAYOUT AND MARKINGS NOT TO SCALE CL y•z;2o2.6 30 15 7.5 0 30 �> o ry z oC S2 z U® zw0 ~ � by a u -Zahx-g 3c (� w �5O �cxi¢I¢-0n �6 ou �UF1 •+.+++ �� C7 r w ❑ Q ❑ Z Q oLL }z<❑�"z ffi� ~ C w W m> W k a�W� =u�OowwQ m- 0 xm�xxa ® x: O J 7 0 Z � T11 U�� WOW Ana Jinaco mC)ci ,y a C 1 ✓ Hy v U� a� w❑ w} z¢�z>:E w(7zcCof ¢w0>00USLED a In w O w w w= S ❑ZmZZZa oLL +++++r+ �z acn REVISIONS REV DATE COMMENT BY 1 711/19 COUNTY COMMENTS CPH 2 8129/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT NO.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: 1 "=30' CAD I.D.: SP4 PROJECT: FINAL SITE PLAID (F� jO[�R�(j� BR0"`%0/K �LJILL BLOCK 8A S EN10R LIVING FACILITY LOCATION OF MITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA TM ENGINEERING'13 L 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v RYAN YAUGER - 7 .p Lic. No. 0402056625 3/16/2020 1V SHEET TITLE: FORE LANE PLAN SHEET NUMBER: C-302 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLANW182023SP4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:42 PM LAST SAVED BY: MICE �y ' ' .may "a3y •�w\\s '.� ', " v cy+ ..�y .. '� .. l �ww "iviy 1yy,..... ................................. ......................---........ ..--...... -::--:-...._.. .------:--.:-:.---:-VARIABLE WIOTt/ RIGHT-OF-YY'AY _8" r'YC S/V1 _ EX r 15W7' dTION ASS Al P-•1P IGIfT f"h� l " DIP 'TIL PROP.12" X 8" �r TAPPING SLEEVE - AND VALVE 10+00 PROP. SAWCUT I Z z `� �\ T I �\. EX' Sitl ES1vr Y I 1J1�' 05121 P6, {}67606' EX S}Yltl I,-AC/11),. 0SL-MFN I START OF PROP. "' 0 B H12i l HORIZONTAL CURVE PG 0676--010 50 1 l I \ µµ T rICLI'r' „�„` "w� ':W W � ::"/t ,�7RUCTUI''�` • a EY GLt#S- i 11+00 Alj % SAN \ RiP-a�f#P i�' / .�/ 4 '' pR I'. 8'E p vS C S� ..: 1�e/ III 1 END OF PROP. 300'R i9) HORIZONTAL CURVE f1 ( Q�OQ .SE,YER ESUT. „I G?8..5121 PG; 644 III v, PROP.20" WATER Ile EASEMENT o UE15 -. I: PROP.24' SWM ACCESS v EASEMENT �IUITS OF If € I o DISTURB NCE .__ if0ii1 L'� j q , f�G 7. SIC _ E ii 112 E1r1L VP1, LAT � �Ic (( rt - ......... ca Lily' EtY. L E `�r..........._.._..... V I- f �f E .€ II .:..:::.................................... ''�F:... I I �a > LINE li LEH li Ell( 6' Ppd�X✓f A^- w.._.....,,ji t OO DVW ;3 ii L;Y r0�' 02) II „ t r r III j j � _ I _ P_ r ✓P OWL II, i MONUMENT FOUND START OF PROP. HORIZONTAL C 1 40P FH (TYP.)- I t it �- 1-.......� 4 I 1 PRE -CAST MANHOLE Q pRQA • 8'r0 c(AR1 �'�TF S� SqN PROP. RETAINING WALL; 4' MAX. 1 1 r I11 pE-W,4Y " VL SAW(` 1� RIABLE WID �0 f rvX, ta- _ _ t -�="}..j..__... 4111 - - F-LIMITS OF MONUMENT FOUND -2 - PROP. 90' 1-6"GV STM A-13 -u 1 ;u O mu C,, rn n D PRIVATE SERVICE LINE.I JI SIZE TBD BY PLUMBERI11 a W__A 1 1 PG: 644 -CONTRACTOR TO REMOVE EX. BOA AND INSTALL REDUCER / AND 6" GATE VALVE. PROP. 45°BEND '14� PROPOSED GREENWAY PROP. 22.5° BEND; / PROP. GRIPPER / GASKET TO F.H. ASSEMBLY. / 1 � - 4 W r� 20P. I< 1ANSFORMER IP E ; P02017000,77E 1 � PROP. 48' ST RM�k� / EASEMENT f 1/ ROP. RETAINING WALL; 6' MAX. (TYP.) w I i •\ y W W W :NDS SYr I FACILITY E4SEA1ENr 0. 067A 6/36 � . Ii �\ i PROP. 50' STORM' \ \ EASEMENT I I H E.. I � � I �LIMITS OF DISTURB,4NCE Ll PROP. FH / 1 (TYP.) o PROP. 6 6" GV o 1 + PROP. 6" W/L A + 0 17+05.06 w w- -W- - 1 - PROP. 6"X4" TEE 1- 4" GV 17+001 f -1 - 3" METER VAULT- ' I PROP. 18"RCP PROP.90°BEND ATM A-11 1 PROP. 36" RCP WALL; 6' MAX. (TYP.) PROP. 13' SWM ACCESS EASEMENT 50' STORM VENT EX. SWM POND— CLASS AI F d50: 0.6' __175�1DEPTH:1.4 ? FACILITY 15E379iT- -___ D.B. 05121 PG, 0616--068,81 ROOF DRAIN SCHEDULE Pipe Upper Lower Length Slope Dia. Material ID Inv (ft) Inv (ft) (ft) ( % ) (in) RD 01 417.50 416.50 28,63 3.49% 10 HDPE RD-02 421.60 420.40 .. 26.86 4.10% : 8 HDPE' RD 03 420.40 419.45 22.90 415% 8 HDPE RD-04 421.00 419.00 6772 2 95% 12 HDPE'' RD 05 421.00 420.00 32.70 3 06% 10 HDPE RD 06 420.60 41916 4811 3 01% 6 HDPE., RD-07 419.15 41810 37.62 2 79% 6 HDPE RD-08 420.45 419.1'6 26.00 5,00% 4 HDPE U .-f O H� z o� ?� ZD ¢U Of- ¢w J �- N ® M04 Q FL1-LL�i IiZ4C� r D U ¢F cq ❑ o0 �Q® ®®®•►s+� W ;4g C7 '4 cd w ❑ 2 ❑ z¢ o0 z C7TW IL }�a �o ��u wLu g¢�� JW[O >6 ¢c~¢i�x Wzz> wm > 6 8 0 M N M®d mom xxm�xx� �� O� xx.��zz U -, JOB C0 ZC) Z c� a dog aS •' Y �� O} 0 a� a U] wQQ2Z}x n z �- Y Y� d o Qw00OWo a �i }}-�Q o � �:-� o_W OWWWE � i �zmzzzD_ a� �c REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 1 Z/17/19 SIGNATURE SUBMISSION CPH 6 1114/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 513/19 SCALE: 1"=30' CAD I.D.: UP4 PROJECT: FINAL SITE PLAN j��''�(� FOR ROOKHILL BLOCK 8A SENIOR LIVING FACILITY r� Oo LOCATION ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA nutiLEk E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com v RWN YAUG'ER - "P 3 , NOTES: .0 Lic. No. 0402056625 � 1. CONSTRUCTION OF POLO GROUNDS ROAD IMPROVEMENT PLAN INFRASTRUCTURE AND SEWER THROUGH BLOCK 8B MUST BE COMPLETE PRIOR TO SERVICE BEING ESTABLISHED FOR BLOCK 8A �� 3/16/2020 LIVING FACILITY. IF THISAND SEWER HAS NOT BEEN CONSTRUCTED, CONITRACTOR OR MUST COORDINATIE NFRASTRUCTURE WITH BOHLER ENGINEERING FORSUBMISSION OF REVISED PLANS FOR APPROVAL, CONSTRUCTION, TESTING AND ACCEPTANCE PRIOR TO SERVICE BEING ESTABLISHED. `Q�ONAL~ 2. AN RPZ BACKFLOW PREVENTION DEVICE IS REQUIRED FOR THE DOMESTIC SYSTEM. A DC BACKFLOW PREVENTION DEVICE IS REQUIRED FOR THE FIRE SYSTEM. 3. SEE SEWER DEMOLITION NOTE ON SHEET C-201. 4. CONTRACTOR SHALL TEST PIT AT ALL LOCATIONS CALLED OUT TO VERIFY UTILITY ELEVATIONS. 5. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR PROPOSED GAS CONTINUATION AT RIGHT-OF-WAY. H 0*10 30 7 24 - DIP P/L 1 „_ 30' H:\15WI52000\DRAVVINGSkPLANSETS\SECTiON 1\BLOCK 8A. SENIOR LIVING FACILITY. FINAL SITE PLANW182023UP4,DWG PRINTED BY: CHEDGES 4.17.20 @ 12:45 PM LAST SAVED BY: MICE H:115\V752000\DRAWINGSIPLAN SETS\SECTION 11BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLAN\V182023PU4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:46 PM LAST SAVED BY: CHEDGES HA15\V1520001DRAWINGS\PLAN SETS\SECTION 11BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLAN\V182023PU4.DWG PRINTED BY: CHEDGES 4.17.20 @ 12:46 PM LAST SAVED BY: CHEDGES 10 YEAR T HEADWATER TER COMPUTATIONS TI V' V' �lJ ON Structure DA C I Q Head Rim I Invert 10 Yr Remarks No. Type Drainage Runoff Intensity 10 Yr Flow Water ion Elevation WSE Area Coefficient ac in/hr cfs ft ft ft A-12 Grate Inlet 0.26 0.80 6.64 1.38 0.19 Rim 423.00 42 .1 3 9 A-13 Grate Inlet 0.16 1 0.80 6,64 10.85 018 4 Rim i 23.60 423.78 A 33 ; Grate Inlet 0.12 0.30 6 64 0.2 4 0,18 2 .2 Rlm 4 3 0 423.38 A-20'' Grate Inlet 0.40 0.80 6.64 2. 12_ 0 6 2 ftm420 �` i 2 .8 423.06 -22 A0 Grate Inlet 0.39 0.80 6.64 2. 7 0.25 2 . Rim 4 2 50 I 422.75 A 23 Grate I ra e Inlet 3 0, 2 0.30 _ .. 6_ 6. 41. _...._--'-'---' - _. _ 0 6 4 - " 0.18 ...... ._.._.. Rim 42 .40 m_ 3 423,58 Inlet No. Type Length (ft) A-16 Curb DI-3C 4 ...._ .... A-30 ._..... ....... Curb DI-3C ................ 4 10 YEAR STORM COMPUTATIONS From To Drain. Runoff CA Inlet Rainfall Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q I V I Vfull Remarks Point Point Area Coeff. Incr. F Time Intensity Incr. Known F Upper Lower Incr. F Qfull Vfull (acres) C (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) (ft) ( % ) (in) (cfs) (fps) (min) (min) reV31111 A-17 A 16 - - - 21.64 21.64 405.45 404.89 112.35 0.50% 36 0.013 47.22 6.44 0.29 0.46 0.96 6.68 A 1 6 A -15 " "" 0.1 5 .7 0 5 0.1 1 0.11 ' S.29 ' 6,56 07 2 ' - 22,36 40 .79 4. 40 62 4, 34'2 , 2 " 0.5 o' 0% 36 0.013 ': 4 . 714 6.5 6 ....... 0 09 5,38 0.47 ' 0.98 6.67' A-15 A 14 ., - - 0.63 6.55 6.22 - 1.91 28 67 404.52 ...... 404.34 36.04 o .. 0 50 /0 ......... 36 ....... 0.013 ....._ .._ 47.26 ..... _ _ . 6.99 .. ......... 0.09 6.64 0.61 __.. 1.05 6.69 .11 A 4 A 13 - - 0,63 .. 6.64 ` 6.20 .., . - - .. .. .... , .. .. . _. 28.66 .. .. .. 40424 ., . _ 403.92 ...... 6 2,83 ._..... ".. 0 0.51 /0 .............. . 36 ..... ...... 0013 . 47.73 6.97 0,15 ...5.......29 6.79 " 0.60 1.03 _.. 6-.75 .., A-13 A 12 0.16 0.80 0.13 0.76 .7 6 9 616 0.80 _ ..... 29.43 ._..... 403.82 ......... ......... 402.86 192.02 .... 0..... 0.50% ..... 36 -.. 0 013 _..._. . .. 47.29 __ - 7.00 ......... .__._.. 0.46 ... . __. . 7.25 _.... ......... 0.62 ___... .. .. 1,05 .. 6.69 - .. _.._. . . ............ A_12 A 11 0.26 0.80 ? 0.21 0.97 7.26 6.04 .. .. 1.27 ., 1.85 - .. ._ _ .. 32.46 _ _,,. ._ 402.76 ... .. _. 402.32 . ! ....: 88.64 0,5010 .. .. 36 .. .. .. .. 0.018 .. .. .12 47_ .. ., ..- 7,15 ,. 0.21 ., . ... .. 7,46 0.69 , _, 1.07 I . A 11 A 10 - - 1.70 7.46 5.98 - 39.52 402.22 401.92 59.81 0.50% .. 36 .. _ .... 0.013 .. 47.36 .. _. ..... ...... 7.45 ... ... 0.13 ....... _ 7.59 "'" ._... 0.83 1.11 .. 6.70 .... __......... A-23 A-22 0.32 0.30 0.10 010 5.00 6.64 0.66 2.75 3.41 416.70 416.20 47.40 1.05% 15 _. 0.013 .. ... 6.65 .........I _ _...� . 1 . 5.42 _.... .....- 0.15 5.15 ..__... . 0.51 .. _._ _... 1.00 __ 5.42 -2 A_2 - A 21 0.39 0.80 0,31 0.41 5.15 6.60 2, 05 - S.4 6 416.10 415.50 _ 55.99 _ .. __ 0 1.07/0 15 _.__. 0.013 ._..._. ... 6,71 " _.-.__._..._._. 6,08 "' 0,15 5,3q 0.81 1.11 5,46' ..... .. . A-21 A-20 - - 0.41 5.30 6.56 - - 5.44 415.40 414.30 106 87 ....____..____ 1 03 /0 15 0.013 6.57 _...__. _ 5.95 _.. .._._... 0.30 ..__ _.__...-_.._ 5.60 . _ 0.83 __ _...._____ 1.11 ______ 5.35 .__._._ ___.__._.. A-20 - 1 A 1 0.40 0 8 0 0.32 ' 0.73 _ S,60 6.48 . 2 07 - 7.48 414 2 , 0 412.0 0 _.__ ___ 14 1 4. 9 _ _ _____ _ 3 o` 1,5 / ..__ --_ . ___ 1 5 _ _� __ _-_ _. 9.01 3 __� _ __.- . ____ __ 0 8, 0 -- _ __ _ __ ___ 7.4p __..._ 0.32 :` _ __ 592 _. _ _ _ ,__ 0,93 ` _ -__ _ _. - _, 1,14 ___,_- _ 6.52 _ .. ...._._._ _._.. ` 3 A 3 A 3 2 012 0 3 0 0 0 4 1-..... ..... .... ...,. 0 0 4 _...... 5.00 _._ _....._. 6.64 ' ' _._ _,_... ' 027 : '. - _._ _._.. ' 0.27 _.___ __. 416,10 _.__._ __ __. ' '415.70 6.100 , __ o 0,66 /0 _ _ 15 ___ 0.013 _...__.. _ __.__.. 5.25 2,12 ' �_ _ -_ 0.48 _ __ _.._ _ _ 5;48 - _ . __. 10.05 ' � --__. 0.50 __..- 4,27 _.___ -. . _ ._ A-32 A-31 0.55 0.75 0.41 0.45 5.48 6.51 2.67 1.20 4.13 415.60 414.95 93.62 0.69% 15 ... 0.013 ....... 5.40 ...... 4.81 ........ ...... 0.32 ....... 5.80 0.77 .. .. 1.09 ...... ... 4.40 ......... ........................... A 3 1 A- 30 - - _ _ .. 0.45 5 .80 _. __.__ 6 43 w_ ._ _ _. _ _ _ ; _ _ .. - _ _. > ,09 4 . _ 4. 41 85 __ ..1___ - 414.35I _... _ . -..._. 66:21 ....... _ _ ._ .... _....... o 0,76/0; 15 0.013 , 5,63 4,97, 0.22 6.02 0,73' 1,08 4,59 ., 11., _. , A-30 A-15 0.08 0.85 0.07 0.52 6.02 6.37 0.45 - 4.51 414.25 412.40 180.47 _.. o...... 1.03 /0 .. ... 15 ...... ............ 0.013 _............. 6,56 .. ......... 5.73 ._...... ... 0.53 .._..... ........ 6.55 ... ...... 0.69 ........ .. ... 1.07 ......... 5.34 ..._...._ ......_._. 10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf Final Inlet Flow Inlet Pre -Cast Junction Remarks JUNCTION LOSS No. WSE H WSE Line Shaping Structure Loss (in) (%) Vo Ho Qi Vi Qi - Vi Vi^2/2g Hi Angle K Hd Ht 1.3 Ht 1 0.5 Ht Elev. Reduction rev311i A-11 402.38 36 39.52 59.81 0,35% 0.21 7.45 0.22 7.15 231.96 0.79 0.28 90 0.70 0.56 1,05 - 0.52 0.73 403.11 424.00 Yes Yes Yes A-12 - 40 ,72' 4.4_ 36 32.6 , 8 8,64 `o 2 0,_4/0 0,21 7,15' 0.20 11111-, _- 1-61111-1� 29,43 7.00 1.11-1 _ 205.94 _ __._ _- _. 0,76 ___ _. ____ _q 27 _ _ _ _.... - _._, - ______- _ 0.00 _...___ 0.46 -_ -_..-- - ..... __. ___._ _ 023 ._ _ _..... _. _ _.____ 0. 44 _ ._ .._.. ____.__ - __ 405.1 6 _-_..... -------------- 423.00 ____. ------ Yes _ Yes Yes A-13 405.26 36 29.43 192.02 0.19% 0.37 7.00 0.19 28.66 6.97 199.71 0.75 0.26 - - 0.00 0.45 ..-_ - 0.23 0.60 _ 405.86 .. __.. _..___ 423.60 ____....__._. Yes _ _________ Yes ______ . __.___ __ .... Yes _.. _ ._.-.. ..__ A 14 4 2' 06.3 36 11 28.66 62,83 ___. __ 0 018e .1 / _-.__ __.. 1 q. 2 ....__-____... 6.9 '' 7 _ ____.. 0.19 _. _.__._..._...__ 28 6 . 7 _. 6.9 9 . __.. -------- 2 052 0_ _._..._ ___._W 0 76 .,_,._ _. 0,27 _.__. _______. 13 _.______ 0.08 _-_ 0 06 _._ __._. O.a 2 _._ __._. _ _______-_. __.._ _ 0.26 _._.___ 7 ; 0 3 _- _ 06. 9 4 . 6; ... _ - ___-____ 423.8 8 _ _______ __ - Y 's e ._ _._._., _.._ Y s e .- __........_...... Yes ..._ A-15 406.74 36 28.67 36.04 0.18% 0.07 6.99 0.19 22.36 6.56 146.58 0.67 0.23 38 0.36 0.24 0.66 - 0.33 ....... 0.40 ... ._ 407.14 ........ 424.00 ......... . Yes __ ......... Yes .. ...... Yes ....... .. A -16 714 40 , 3 6 2 3 2 . 6 3 .22 , 4 0 1 0 ,1 /o 0 04 _, 5 6, 6 0 17 _ 2 .64 1 __. 4 6, 4 3 .35 1 9. _ 0 64 __._ 2 0, 3 . -_ .. ... 16 . -. . 0,11 _... _ .. _.._ 0,07 __.._ 0 46 _- _ _... - ry._ .__ 0.23 .._ ___ _ ._ ._ 0.27 407,41 ___.w _ 422,10 Yes 11 11:1 Yes Yes A-17 407.41 36 21.64 112.35 0.11 % 0.12 6.44 0.16 0.16 - 0.08 0.20 407.61 413.00 ......... Yes __.. Yes _. ........._ ..._._.. Yes ... _.... A-20 .... ......... 413.00 ...____ 15 _ - .. 7.48 __-- - ..... 144.19 .. 1.34% .... ..._... 1.93 ........ 7.40 ........ 0.21 ......... 5.44 ......... 5.95 ._...... 32.39 ....... 0.55 ............ 0.19 ....... 6 ......... 0.04 ..._ ......... 0.02 0.43 ........ 0.56 .. 0.28 ...._.... 2.21 .. 415.21 ,. ........ 422.80 .......: ....... Yes .. .._..... . Yes _ _ . Yes _ A-21 _. ..... 1 30 . 4 5, _. ........... 15 ..... 5' 4 4 ._._. ....... 106.87< ....... ....... 0 7 0 1 /0 ......... ...... 0.7 6 .. - 5.95;. ._._... 0,1 4 ......... 5 4 6 ......... .... . 6.q8 ' ......... 3 3 _.17 ......... - 0, 7 5 . .... 0, 20 ................_ 61 ........ 0 55 .. ........... 0.32 065 - 0 33 1 08 4 16.38 424 00 Yes es Y_ Yes , ... A-22 416.50 15 5.46 55.99 0.71 % 0.40 6.08 0.14 3.41 5.42 18.49 0.46 0.16 61 0.55 0.25 .. 0.55 ......... ......... 0.72 ....... 0.36 0.76 ...... 417.26 ......... 422.50 Yes Yes Yes A- 23 417.26 15 3.41 47.40 0.28 0 /n 0.13 S.42'' 0.1 1 0' 1 1 - Q. 06 ... 0.19 " 417.45 423.40 Yes Yes Yes A 30 413.40 s 15 4.51 180.47: p 0.49 0 / 0.88 5.73' 0.13 4.09 4. 97 20:34 0 38 0.13 32 0 29 . 0.11 _ ._. 0.37 _ 0,19 1,07 414.47 423.50 Yee e ` Ys e Ys ' A-31 415.35 15 4.09 66.21 0.40% 0.27 4.97 0.10 4.13 4.81 19.87 0.36 0.13 45 0.42 0.15 0.37 - 0.19 0.45 415.80 Yes ... ___. _ ... Yes .. Yes ..__.. A-32 415.95 1 5 41 3 93 "` el 0 0,41 l0 0.38 4.81 0.09 2 0, 7 2.12 0.5 7 0,07 0,02 30 0,28 ` 0,02 Q:13 _........ 0.17 ........ . .. 0,09 .... . 0,47 " 416.42 1-­4­1.­.11 422,55 ` Yes Yes Yes A-33 416.70 15 0.27 61.00 0.00% 0.00 2.12 0.02 0.02 0.02 1111 0.01 0.01 416.71 ... 423.20 ..._... . .. Yes _ Yes ......... .. Yes - ..... . - ._11.._ _ _ 10 YEAR INLET COMPUTATIONS DA C I Q Qb Qt S I Sx n T W I Sw On Grade Inlets Only Sag Inlets Only Drain Runoff Inten Incr. Carry Accum. Gutter Pvmt Spread Gutter W Gutter SW Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Down Qi d h d Ts Area Coeff- -sity Flow -over Flow Slope Cross On Width I Cross / (App. = a I + S'w Length -ified / Eff. Int'x Byp. Stream Int'x Depth I Spread iclent Flow Slope Grade T Slope Sx 9C-8) (12W) (Eo) (9C-17) Length Lt (9C-18) Flow Flow Str. Flow h In Sag (acres) (inlhr) (cfs) (cfs) (cfs) (%) (%) (ft) (ft) (%) (in) (%) (%) (ft) (ft) (cfs) (cfs) (cfs) (ft) (ft) (ft) 0.15 0.75 6.64 0.75 - 0.75 1.00 0.015 - 2.00 8.33 3.76 - - - 0.75 0.12 0.46 0.27 1.47 ... ........ 0.08 .._.... ...... 0.85 ...... 6.64 ._..... .... 0.45 ... ....._. - ........ ....- 0.45 . .._ ........ _...- 1.00 ....._ 0.015 . _. _ .._.... - .. 2.00 .._..._ _.... 8,33 .. ....... ...._._ 3.76 ..._. ..... ........................... .... _..._. ...... ......... ...... ..... .... - . _.. - ...._. .-.. - ...... 0.45 0.09 ._ 0.46 0.19 . 1.05 0.55 -__" 0.75 - . _ I- .. _". 6.64' I11 _,, _._. 2.74 _". - 2,74 ..... ..___ 2.00 -- _ _.. 0,015 .. - . _.._ 2.00 ... _ _. ..... , _.__. 8.33 -. _. _._ - . _.. -_._ ..- 3.52 d _. _... _.__ , _...__ _. __._ ..._..1111 - - IT1 - __, . _.1-111, 2.74 0,29 0.46 0.63 8.20 Remarks reV3/11 In Sag ............. - In Sag 'n W X - U F- 2 I� v� � s� Ems-+, Z o0 002 � z `- z O ¢ ' _ 5 b '`� Z .9 J p 4 W P4 z N® 2 QWtJi. �a- � r 6 2 Z a=- H a' w� ark �m C�" �-/ �=gQOQ a0 U<I.0 ow o44 no ♦♦♦♦♦♦ wo W 2 `(j' � W� o W4 r 1U o �M4 U W O � � 6 o Z a O o PQ W r+ a U Zu) o '- a eo pzw6Uo>:Q ❑- w - o N 2 Z to . w �,, ~W >Q F �D �J �Qv? =600ww _. 0 [0 S Q S � 2 0' z l car-O-I-EF- ®�C4 =8x J00Z �� w Ow V H w O O J • 0_' UZU o Q t� ('d ♦ �] n H -0 z o _j H {= - ® w D o Y W U�' 0 0 ¢ �R >. � a -� W I a o w �- Q M W z¢ 2 z W= E zg2YY n. oz p J .- 0 V wC9 ��Er H Q Q w 0� 0� o 0- a F I- 0 g U ��W���� a w O w w w z i Pq Z)ZMZZZo- a 19 ,n I - Q - W � � �.Q W REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29119 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH WHAT'S KN W O BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. Its the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: N/A CAD I.D.: SD4 00 PROJECT: FINAL SITE PLAN FOR BROOKHI]LL BLOCK 8A SENIOR LIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com I 11 y LTH OF yi c. z V R NYA R ' 4 .p Lic. No. 0402056625 �;I ; , F 3/16/2020 G``111 " � , rSHEET TITLE: COMPUTATIONS SHEET NUMBER: C-504 HM5\V152000\0RAWINGS\PLAN SETS\SECTION MOCK BA - SENIOR LIVING FACILITY - FINAL SITE PLAN\V782023SD4.DWG PRINTED BY: CHEDGES 4.17.20 @ 12:47 PM LAST SAVED BY: CHEDGES HA15111152000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLANW182023PU4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:48 PM LAST SAVED BY: CHEDGES H:\75\V752000\DRAWINGS\PLAN SETS\SECTION IIBLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLANW182023PU4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:48 PM LAST SAVED BY: CHEDGES H:\15\VI52000\DRAWINGS\PLANSETS\SECTION 1\BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLAN\Vl82023LP4.DW(3 PRINTED BY: CHEDGES 4.17.20 aQ 12:49 PM LAST SAVED BY: MICE H:\15\V752000\DRAWINGS\PLAN SETSISECTION 11BLOCK SA- SENIOR LIVING FACILITY -FINAL SITE PLAN1V782023LP4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:51 PM LAST SAVED BY: MICE #in) si rka tJ Kati ,trttctitrnsni 1t1 ri is in'du'ding stril �hImlI riqi, bt ftrrtiWtO withiat-t11e +hiplines or trees 11:c11within the dtri&i c. of a tme t0 ksaved, a.trec vvd(*ai€'bcs pm,i&d M' d a � cxnstru�.ti�in do toil rgi c tivt fs ss,;r1 040 e (E e- Iris itggls, W,mea�, c €luring CA-ft tTtT 11 u•lc ar up„> 1* 1 s,sh1t11 tTcailsd ialrr)T diatdy, by, pruni✓j; , fotitixatt"gn gs'clthcr u' hudiTeA�Q trsi�t d 'd by a toe a Iteciliti�t;; N{}`[`Ir;s ri, TS nu Dcl?F.Loiiews'R,cspON I.IBILITY TO CCiNF 1t ,4.YFH'1H1,CfJNTAACTOR c.1.N TEtr,,F,,COC+i$ 'KVA'I"iO�ti• ALBEMARLE C:OUNTY LANDSCAPE SCFIEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT. CANOPY AREA TOTAL CANOPY AREA SHADE TREES CB 5 CARPINUS BETULUS EUROPEAN HORNBEAM 2 112'•3 CAL. B+B 234 1,170 CJ 6 CERCIDIPHYLLUMJAPONICUM JAPANESE KATSURA TREE 2112'-3CAL. B+g 289 1,734 FG 6 FAGUS GRANDIFOLIA AMERICAN BEECH 21/2'-3 CAL. B+B 275 1,650 LT 7 LIRIODENDRONTULIPIFERA TULIP POPLAR 2112'-3CAL. B+B 430 3,010 PLO 8 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2112' -3 CAL. B+B 1362 10,896 QA 12 QUERCUS ALBA WHITE OAK 2112' -3 CAL. B+B 289 3,468 QPH 20 QUERCUS PHELLOS WILLOW OAK 2 112'•3 CAL. B+B 419 8,380 SUBTOTAL: 64 SUBTOTAL 30,308 ORNAMENTALTREES AL I I AMELANCHIER LAEVIS ALLEGHANY SERVICEBERRY 6-T B+B 130 1,430 CC 7 CERCISCANADENSIS EASTERN REDBUD 6-T B+B 124 868 SUBTOTAL: 18 SUBTOTAL 2,298 EVERGREEN TREES COD 21 CRYPTOMERIA JAPONICA JAPANESE CEDAR 4-6 #7 CAN 123 2,583 I 0 30 IL P EX 0 ACA AMERICAN HOLLY 4.5' + B B 56 1680 JV 23 JUNIPERUSVIRGINIANA EASTERN RED CEDAR 4.5' B+B 16 368 PS 9 PINUSSTROBUS EASTERN WHITE PINE 4-5' B+B 118 1,062 TOE 20 THUMOCCIDENTALIS'EMERALO' EMERALD GREEN ARBORVITAE 4.5' B+B 10 200 SUBTOTAL: 103 SUBTOTAL 5,893 DECIDUOUS SHRUBS HQSQ 15 HYDRANGEA QUERCIFOLIA'SNOWQUEEN' SNOW QUEEN OAKLEAF HYDRANGEA 1-1112'CAL. #5CAN 16 240 VD 21 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 1.1112' CAL. B+B 31 651 SUBTOTAL: 36 SUBTOTAL 891 EVERGREEN SHRUBS ICBUR 30 ILEX CORNUTA'BURFORDII' BURFORD HOLLY 1112.2112" CAL. #5 CAN 57 1,710 ICC 29 ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 1112-2112'CAL. #5CAN 16 464 IGS 30 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 11/2.21/2' CAL. 95 CAN 23 690 MYG 32 MYRICA GALE SWEETGALE 1112-2112"CAL. B+B 44 1,408 SUBTOTAL: 12l SUBTOTAL 4,272 TOTAL 43,662 OFFSITE LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT. SHADE TREES LT 2 LIRIODENDRON TULIPIFERA TULIP POPLAR 2112-T CAL B+B QA 3 QUERCUS ALBA WHITE OAK 2112-3' CAL. B+B SUBTOTAL: 5 ORNAMENTALTREES AL 4 AMELANCHIER LAEVIS ALLEGHANY SERVICEBERRY 1.110 CAL> / 8.10' B+B SUBTOTAL: 4 — EVERGREEN TREES IO 13 ILEX OPACA AMERICAN HOLLY 6 8' B+B JV 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8.19 B+B PS 4 PINUS STROBUS EASTERN WHITE PINE 6-T B+B SUBTOTAL: 29 W T f-\ rlm_r`` CI 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. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4. FOUNDATION PLANTINGS SHOWN FOR GRAPHICAL PURPOSES ONLY, AND ARE NOT NEEDED FOR CODE COMPLIANCE. PLANTINGS WILL BE FINALIZED AT TIME OF CONSTRUCTION AND DESIGNED TO MATCH THE OVERALL THEME OF THE ADJACENT AMENITY AREAS. 5. PROPOSED 2:1 SLOPES MUST SPECIFY LOW MAINTENANCE (NOT GRASS) GROUND COVER. THIS GROUND COVER SHALL BE CREEPING LIRIOPE (LIRIOPE SPICATA), OR AN APPROVED EQUAL. ALBEMARLE COUNTY BLOCK 8A BUFFER COMPLIANCE CI IART SECTION REQUIREMENTS NOTES COMPLIANCE 100 FEET WIDE BUFFER ALONG ROUTE 29 TO 1. 100' BUFFER PROVIDED AND PLANTED WITH A MIXTURE 2.4.2 SCREEN DEVELOPMENT FROM ENTRANCE OF DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO BUFFERS CORRIDOR. BE APPROVED BY THE DIRECTOR OF PLANNING. COMPLIES PER ALBEMARLE (PER APPROVED ZMA201500007 CODE OF COUNTY CODE DEVELOPMENT) D. ONE (1) LARGE STREET TREE EAST PROPERTY STREET FRONTAGE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET STREET FRONTAGE: 422 LF LARGE CANOPY TREES REQUIRED: 1/50 x 422 = 9 OF STREET FRONTAGE, OR PORTION THEREOF, IF MEDIUM CANOPY TREES REQUIRED: 1/40 X 422 = 11 COMPLIES TWENTY-FIVE (25) FEET OR MORE. WHERE ROW OF SHRUBS SPACE 5' APART REQUIRED PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF LARGE CANOPY TREES PROVIDED: 9 ROAD FRONTAGE, OR PORTION THEREOF, IF MEDIUM CANOPY TREES PROVIDED: 11 32.7.9.5.d & e TWENTY (20) FEET OR MORE. ROW OF SHRUBS SPACE 5' APART PROVIDED LANDSCAPING LONG STREETS E. SHRUBS ALONG PUBLIC STREETS. WHEN A PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF -SITE STREET, THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: SPACING OF SHRUBS. SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FEET ON CENTER. A.2. PARKING AREAS. PARKING AREAS NORTH PROPERTY PARKING BUFFER CONSISTING OF FOUR (4) SPACES OR MORE SHALL A DOUBLE ROW OF OF EVERGREEN TREES ARE SPACED ON FURTHER THAN 15' FEET BE SCREENED FROM ADJACENT RESIDENTIAL AND COMPLIES RURAL AREAS DISTRICTS. D. THE PLANT MATERIALS SHALL CONSIST OF A DOUBLE STAGGERED ROW OF EVERGREEN TREES PLANTED FIFTEEN (15) FEET ON CENTER OR A DOUBLE STAGGERED ROW OF EVERGREEN 32.7.9.7 SHRUBS PLANTED TEN (10) FEET ON CENTER, OR SCREENING AN ALTERNATIVE VEGETATIVE SCREENING APPROVED BY THE AGENT 32.7.9.6 AN AREA OF AT LEAST (5) PERCENT OF THE PAVED INTERIOR PARKING LOT LANDSCAPING LANDSCAPING PARKING AND VEHICULAR CIRCULATION AREA WITHIN A SHALL BE LANDSCAPED WITH TREES OR SHRUBS. PARKING LOT AREA: 61,306 SF PARKING AREA PER ALBEMARLE PLANT MATERIALS MAY BE A MIXTURE OF SHADE INTERIOR LANDSCAPING (5%): 3,065 SF REQUIRED COUNTY CODE TREES AND SHRUBS AND SHALL INCLUDE ONE (1) 5,404 SF (8.82%) PROVIDED LARGE SHADE TREE PER TEN (10) PARKING COMPLIES SPACES. REQUIRED PLANTINGS PER 10 PARKING SPACES NUMBER OF PARKING SPACES: 140 CANOPY TREES: 14 (1 / 10 PARKING SPACES) UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA PROVIDED PLANTINGS PER 10 PARKING SPACES CANOPY TREES: 14 UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA "%" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT SITES DEVELOPED FOR RESIDENTIAL USES AT A TREE CANOPY CALCULATION 32.7.9.8 GROSS DENSITY OF MORE THAN TEN (10) BUT TREE LESSAN TWENTY 20 DWELLING NITS PER THAN U GROSS SITE AREA: 240 514 SF , CANOPY ACRE OR MORE, THE MINIMUM TREE CANOPY IS COMPLIES FIFTEEN (15) PERCENT. TREE CANOPY COVER REQUIRED (15%): 36,077 SF REQUIRED 43,662 SF (PROPOSED) + 15,928 SF (EXISTING) = (24.78%) 59,590 SF PROVIDED PARKING LOT AREA Is LANDSCAPED AREA Is m _.» $. rrrr ,. �'r ~~ rr ,�-'-- .„zt.,,, li t{ � G.... € h�• �� i\�,.«"` \1 E, rr rr iii ,/ "_.".".'` .'` t it Cr _m_. ..,...,,....__ _ i ` i} 1�1 \� t ! .r ." 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It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: 1 "=50' CAD 1. D.: LP4 PROJECT: FINAL SITE PLAT FOR BDIRj"�.JKJL ILL, BU)"CK Ci` A SENIk")"IRLIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA IL"10 H L E • .. 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com LTt1 pF r� V R N .0 Lic. No. 0402056625 3/16/2020 t1�� NAL SHEET TITLE: LANDSCAPE COMPLIANCE CHATS SHEET NUMBER: C-702 HA15\V152000\DRAWINGS\PLAN SETS\SECTION 1\BLOG K 8A- SENIOR LIVING FACILITY - FINAL SITE PLAN\V182023 LP4. DWG PRINTED BY: CHEDGES 4.17.20 Qa 12:52 PM LAST SAVED BY: JNICE LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS o ,6 1. SCOPE OF WORK: 9. PLANTING - i ONLY TREES WITH ONE MAIN LEADER a o SHALL BE PURCHASED. DO NOT PRUNE oo ° a o -,0 o 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 o ° r cn z 03 z TREE AT PLANTING UNLESS DIRECTED PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. 0 LLi ¢ 0 � ¢" TO BY PROJECT LANDSCAPE ° U® z W 0 o 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 ARCHITECT u o � o L` �, o THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT WRAP TRUNK ° ° W � z a F 0 TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR ca -j Q � 2 Z) � 2 FOLD BURLAP AWAY FROM TOP OF a ° ° ¢ x ¢ 0 ii 2. MATERIALS WRAP TRUNK REINFORCED RUBBER HOSE ao ONLY TREES WITH ONE MAIN LEADER ® ¢ o o ROOT BALL o o r ♦ w 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 (1/2" DIA.) SHALL BE PURCHASED. DO NOT PRUNE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. ° TREE AT PLANTING UNLESS DIRECTED Q PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED oa PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. o ° a TO BY PROJECT LANDSCAPE ARCHITECT g B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN 2" DIA. HARDWOOD STAKES 2/3 TREE HT. p lIiiM4u a r 'tea R 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 OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE SET ROOT BALL FLUSH TO GRADE 2 ¢ o z o 0 MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. OF THE ROOT BALL; 4" BUILT-UP EARTH SAUCER EXISTING GRADE OR SEVERAL INCHES HIGHER IN c m Q ¢ a IL = g z e WHICHEVER IS POORLY DRAINING SOILS. Z W z 0 z 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 GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREE _=III=I r' � W w m j e 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 BROWN DOUBLE SHREDDED 1 PART PEAT MOSS —III=III= 3" THICK LAYER OF DARK -� Ch a Q F W W W S PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE III=I BROWN DOUBLE SHREDDED m _ = m O _ _ �ddwihb z 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" 3 PARTS TOPSOIL I ( _ - HARDWOOD MULCH p U _ � 0 1-. � I-- z 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 PART COW MANURE 3 �_ V U J o m o o OF WELL -COMPOSTED LEAVES UNDISTURBED SUBGRADE — I 4" BUILT-UP EARTH SAUCER v r 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. PARTS TOPSOIL T _ = Q �� r ®®®+ ♦ ♦ y N OR RECYCLED YARD WASTE TO BEFORE PLANTING ADD 3 TO 4" OF IRNOV `Q�, ;� ?r ,• ., .:i.,� BED AND TILL INTO TOP 6" OF -! I D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE =I =III= ` `'"' '^"' ' I I=III=I I — '>= WELL -COMPOSTED LEAVES OR RECYCLED o 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. III=III= I I=III=III= PREPARED SOIL. I I III —III- > O F _ _ 1 YARD WASTE TO BED AND TILL INTO TOP 6" � g � Y 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 I I=I I —III _ — OF PREPARED SOIL. W U 0O O Ef a UNDISTURBE ' i I— — - 4-6" DEEPER THAN ROOT BALL III—III=I _ _ III �� FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE =I —I —I I (-II— — —III—III— —I I -III —III ; ,I I �_,—� III ,I I REMOVE THE TOP 1/3 OF THE WIRE BASKET `~ w z c F_ z } SUBGRADE -I —III—III—III- -III—III— III— IF PRESENT. ANY AND ALL TWINE SHALL BE z w E. FERTILIZER FOLLOWING PLANTING SEASONS: _ _ —III— 111- REMOVE THE TOP 1/3 OF THE WIRE BASKET 111 I —� i "'—I 11= 11— " 1 IF PRESENT. ANY AND ALL TWINE SHALL BE 12" (n � Y Y D o 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 DIG WIDE, SHALLOW HOLE I -� REMOVED FROM THE TREE BEFORE l w 0 0 0 � w c7 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 REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY AROUND BACKFILLING. BURLAP SHALL BE FOLDED q a W 0 > w ❑ z 06 WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED BASE OF ROOT BALL BACK INTO PLANTING HOLE t :t a w o w w w = ' 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 TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE 51i C D z m z z z a 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 BASE OF ROOT BALL SET ROOT BALL ON FIRM � z + ®®♦ o ® � SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE can A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. PAD IN BOTTOM OF HOLE Q c+ F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 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 EVERGREEN TREE P LAN T I N G DETAIL TREE PLANTING O N SLOPE DETAILcn 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: NOT TO SCALE NOT TO SCALE 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����7i� v����jr SPECIFICATIONS 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W., KOELREUTERIA QUERCUS VARIETIES a o ONLY TREES WITH ONE MAIN LEADER SEEDING �l7TT I A11 -��y S WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA 4,0 O SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES oa ° TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: 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. DO NOT STAKE DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK ° 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS o 1.1.. 80% -TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME PREPARE WIDTH OF °o 1 TOP OF ROOT BALL 1.1.. 10% - KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR ° 1.1.3. 10% -ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS 'AGRIFORM' PLANTING TABLETS OR APPROVED EQUAL AS FOLLOWS: TWICE THE WIDTH OF o a oo SET ROOT BALL FLUSH TO GRADE ( ) THE ROOT BALL; o ° ° OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT a POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT WHICHEVER IS GREATER 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3, GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER''Y2' CALIPER OF TRUNK PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 B WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS K ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL THE POINT AT WHICH THE ROOT FLARE BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2118/20 BID SET CPH 8 3116/20 SIGNATURE SUBMISSION CPH SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND OF THE ROOT BALL. UNDISTURBE _ RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. SUBGRADE:<.T; ;ri<' ' 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS ., ,.,�: s. — I AND TILL INTO TOP 6' OF -III= ,.,_..:, ;:..�..;..;:.• _, .... A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED I— I I=III= I I=III=III= PREPARED SOIL. RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. 1 _I — _ — COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE 4-6" DEEPER THAN ROOT BALL THROUGH THE STRAW LAYER. • B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %<" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL DIG WIDE, SHALLOW HOLE -I _ (I I=I I — WITH TAMPED SIDES —I I I —,I I I —III —III —III= -I II 11I I I=I 11- REMOVE THE TOP 1/3 OF THE WIRE BASKET IF 2• EXECUTION AND PREPARATION: ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT —I I 1=1 11— — PRESENT. ANY AND ALL TWINE SHALL BE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS KNOW WHAT'S BELOW SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A BACKFILLING. BURLAP SHALL BE FOLDED BACK AND IL N THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM TAMP SOIL SOLIDLY INTO PLANTING HOLE ALWAYS CALL 811 AROUND BASE OF AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. TO PREVENT SHOCK OR DECLINE. ROOT BALL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. BEFORE YOU DIG 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE It's fast. It's free. It's the law. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS DECIDUOUS TREE PLANTING DETAIL TO SOIL ANALYSIS. 2.2. PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE WATERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PROJECT No.: V182023 CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE DRAWN BY: EEN STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. CHECKED BY: RTY B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 5/3/19 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. OF ALL DEBRIS LARGER THAN 2" DIAMETER. SCALE: N/A PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANT SHALL BE FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I. D.: SD4 WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS GRADE AS IT BORE IN THE SHRUBS, USE FINGER ORSMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER COMPACTION. FINAL AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN 1' 1 :L.s ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES CUT OR PULL APART ANY 3. INSTALLATION: T MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: SITE PLAN MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COWMAN URE PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS STANDING IN THE TREE PROTECTION ZONE. 11. WATERING 3 PARTS TOPSOIL PLANTING AND RECOMMENDATIONS. 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH FOR BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS (��p'[ IL A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SHREDDED HARDWOOD ENGINEHYDROE ENGINEER/ARCHITECT'S MAY ALSO BE PERFORMED WITH THE �l'\kjkJJL\,I I Le 8-12" MULCH ENGINEER/ARCHITECT'S APPROVAL. '�p Q SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING �LO"C L\] 8A — FINISHED GRADE DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. BEFORE PLANTING ADD 3 TO 4" — B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE — I I=III I I=III= 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO SEAS 10R LIVING THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED OF WELL -COMPOSTED LEAVES ; .� — PLACE SHRUB ON BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE � I I I- e B —III—III oNTaweR _— FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND ��C���T� TO BED AND TILL INTO TOP 6" III —III —I I —III BOTTOM OF HOLE. VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT OF PREPARED SOIL 1 I I I = I I=I = I I=III=I I ( _ _ _ _ _ I I— I= APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A LOCATION OF SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE i �— I I=III=III=I I=I II I lI I II 1I I Ii III —I I _ I I I -III —I I II I I I- RATE OF 80LBS PER ACRE. PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY III III —III —III —III_ I I, lI I I11I I I, ,-,I — III 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE ROUTE 29 SEMINOLE TRAIL RD 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE 24" MINIMUM UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO AND STATE ROUTE 643 MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB SUBGRADE SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AD DS ROROAD GUN AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). POLO PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF C O GROUNDS OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING ALBEMARLE COUNTY, VA COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT PRODUCT MANUFACTURER RECOMMENDATIONS.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. DECIDUOUS AND EVERGREEN 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. 4. MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. SHRUB PLANTING DETAIL 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS ENGINEERING M B%�J-nLE,k 7. FINISHED GRADING IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON, VIRGINIA 20186 CONDITION AND FREE OF INSECTS AND DISEASE. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. Phone: 540 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN PLANT MATERIAL SPACED AS ( ) 349-4500 ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Fax: (540) 349-0321 THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BOhlerEng.com ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYER OF C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP SHREDDED HARDWOOD ' TH Opt` BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCHGD CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. Q Z' B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER f ''' f V R NY R 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL ff ''.: • :': ff EXISTING SUBSOIL ; A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE ~' ' . ''.:. .y Lic. No. 0402056625 LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED"' )"1 ••'" r '"i SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. :III=III=III—III=) I I —III -I ( III �Q �� III=III= -III=III=1"- I'- �F 3/16/2020 B. ON -SITE BE REJECTED IF I TMH S NOT BEAY BE DEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE Y ��� TYPICAL PERENNIAL AND GROUND COVER PLANTING ss'�N� J 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 SHEET TITLE: 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 D= PROPOSED ON CENTER LANDSCAPE FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK (O.C.) SPACING PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO ��+ jT�l��'�jrjr DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE `��'// J!! DETAILS I Ij�' 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL FOR FOR REQUIRED SPACING 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP D D E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D SHEET NUMBER: C-703 TYPICAL PERENNIAL AND GROUND COVER SPACING &LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL r NOT TO SCALE H:115\V1520001DRAWINGS\PLAN SETS\SECTION 11BLOCK 8A -SENIOR LIVING FACILITY -FINAL SITE PLAN1V182023SD4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:53 PM LAST SAVED BY: CHEDGES H:\15\V1520001DRAWINGSWI-AN SETS\SECTION 1\BLOCK 8A- SENIOR LIVING FACILITY -FINAL SITE PLAN\V7820231P4.DWG PRINTED BY: CH EDGES 4.17.20 Qo 12:53 PM LAST SAVED BY: CHEDGES UL. Si table for .ve=-le_,r.oi s.,raliIII, t�ntarly:: �, LEI3s z �tiJ Jfrerhit l 1#t Jir} Irf+cr i v"ir stit3cenvotin€Lim Slnfaetiand nadxtwcrkililoinzluttuutirdtwnir l z q LlfaSparT li,X1v'l)U-t 4 r tEr? i St f..tn t7shrs,rd viz l $ Litt) ces4.1; 4t (M-21 ,dl 41,9tit m Cattersfoot(,1T[ntt7>tIL1QStiraclli1�11ai,4Vc111jiS"1CrC i7rivRrs:�,an5t�ilt£:taifen},Class;z,litia-,€11V`an�1;�G+\t,;z"1$:€iiil i� .:37Wq[replaee520Q.�'Vt11v1H,i<57Wreplaces250WMH �72YY % is C,.�i 2 9Y 1Y,r1 t.: 57 rooita'3t Cuiz Ct Class 3, ° � 0 >S#J� Pfr{ a'i i0'f.-PTA, C, A, o21JC ns_antCutrtrlt,Cis?,1rn3Zlzianclaltit.SIiflelz:P t 21TVriGid� =.Easy ln1 tallklntl'with hlflged acci8s, sc }+),ytcir r T ezay raiuz a I N min I Merl 37w 57.4V 6 4Y tt ( e I iulti"1 rlci I rri ` n t a � b� e . ve_ . r1d rl � t:t�. u t e 1t .�s. .t _ . � _, . _ ;, c)uE u trle 1 cutoff nind 1 557 3 5 • � b 9a �., efFieterl� u ;ter 1151` Ultra -high m t .Y CI r«ars<R ...�, m,:r l Inetls p. t UY� k ( ff lodelsl I a C� • Available as ccttoffs or (Lill Cutoffs QoiyrAccuracyr(011) 7 73' 7; � ( <3il?,vial �elrzr Tbrav .,:rsttarx>' +Tic I t-I ' ck 'yk keeps I n r o 1 U ;1 t o 5 e� e l t5 Lt ` t 1 .. .. onn a . acts N n I w 7 57W 82Vtt J 9 fl � w ' Output ltmens,(cutoflrnociels) . 3a73 5422 r5215 I00r00Q-Hotly LFOIIfeS air F11�TI('JC�: P Lugs ns erwatt(cutoff:niodds P _) 112 114 IU6 Co1ar Aciuracy (CRI) i f 7:5 I1 F.e3 si t„ .l t r ... 11 m t )_ and _ f l' . ,lit€ at r T a� � •rat€Ar*: �� i _r . i �r .� M �V�I�I � � a "11 Watts 7 7w 624 tagnalNfat • 3 ±"1 5 V err .....:> z.... t.y, SLIf4 37i1t .,,- , i)utput,Lunarrlxlcutaffitlodelsl .u51 -t}1J r)iTp Welglit:7,5IU5 torn nspurWetCfcritiitriridels) Ill<i ttx t0u, 'CvNr Accur=acy (CRII 711 72 72 r r :.t r n �i 81-Level p(ieratlon (Dpilanail: Plh,vrs o,i r„ anti l0[t� outPtw„ rno.S-., r,,. Cold ihteatili;c:Startin ;�1,in3ntwrJrssuftit: tc;m etahrr:3fs-(li`r7�,U., 9 9 f? r •t i. 1 1 a' -.: t � -Thar alNana en:ent.S en�l a..�..t rr rteht t_r. I .t nz. t.,_.i1. n t, t 1 t r t „ B r Housing:n: :._e• 2. 9MPt u 1 c£c' r. k T r f.. r r r fi n,: ast a t a t d r r F"arc.. z ..d c� .r13 rt.. , tt M.u, rt a. a ctc� 1 ,c rri asur" ».._., , J e asd3:xHG r �, daunting Icaai cltkrox &v rhf ur, } crt,dut cnt tt e,ints artcs rr,�1oP1 *2s��7t t�tn;+n Es3lcut**iin;ovtlLayslt'?h„ kZgsRtErn frrLvitctttacl r.��x r�r,rrt�vralkk_r'rie;+ant:x,c} kiingstf I^,susing fc� h,atdtis�ix:c fara�Ilrrai#ag25aa ItPataii�{1��rt. Aot+,.4/rfuricur>yCY+ta,.s,s ..•, . -:.o weight 4` usts:ty7 Cutoff options- rullCut>IffW)I rCuttoff(1011 �tb WF1 av4J)Pct'x- tni�rr ry f S*ix F' 51.1Pr1 62W weight: 13lbs ?hb 4P3 s••al%punt Green Technology Memxi y rwd UVr ; an # C8t1} IS oml l:3aat Rt )7 at r ,aovAlgg nYrvrgUrc7 fT'x;k ruat frbjs41(Olrl3? !.ilea @a kfmor the useo 'dOca too c fteavy. frletak" ro 4E5°1RL14I.7.1&LPh:tIO I. f • f & ° a nt I t � t �A ' I r. � "t € ...r uu 1 „r.t3ca nxc v oar = r f t Sr l�Z� ,lsrtsi� r ansl. rave c L. ri'..z rot} 11t,�,,,:.;;;„ re='er,ee3 the �,,,a'Ur;entof„s erllglttu,r3r,cts`label Iwl1tCTf1"1� I"l�S Ulatik Q,-Ioff?(f) 37 i:AV Bl nkt aWU PC` F<lCscoif0) 5V !A'i N u€K RNT$ N= 2-3/,8"(60111m)O.D,x 0%4'(121mt)1) Tall Tenon 4N=4"(102mm)ObD x4-7/8"(124mm)Tall Tenon Opt!' Base Cc I Projectil RPB3, RPB5- Bolt-Orl MOl tint 2-13olt Pattein _ SF Single Flood PUIe Preparation 0 0 r- P;';vicrrr.�r�yw't:P„L.i r�dr&Y:�YI:x}+ r.i .. •s„ ::'a�.�... ��ri1 � _II .,z,t11 i[s Blank: nrcrmv jOL R ts141. ife 1?drxr 'u\I'm tll.:. W „'i3=t t1Ir4?. =law- tPtw 21}Jetaat+:til,.. JFC$ 7s0v R 13'ak,roc'N'. 1PC • 2f/i5�k IPlt¢ta&il 1PC53 �tit)Y;,4'r±cl It%t.x;ll SPECIFICATIONS PDLE SHAFT - Pc..lz shafk selectro-welded ASTM-A50QGrade C steel tubing with a minimum yield strength of4b;00o psi i On Tenon (Mount steel poles, tenon i5 high -strength pipe, Tenon N option is 2-34' Q.D. x 4-34' talL Tenor) 4Nr option is 4" O,D x4-7/$' tall/ Steel round poles are 4" and 51 in diameter: HAND HOLE - Standard hand -hole location is 12"`above pole base. Poles 18'and'above , havea,3"x6a relnfprced.hantf-hole. Shorter poles have a2"x4"non-reinforeed.lTand-hole. BASE- Pole r base is A5TM-A36 hot-rglIed steel Nato with a minimum yield strength of 36 000 psi, Two-piece square base cover is optional. ANCHOR BOUT$ -:Poles are 1'urrfshecl with anchor bolts featuring zinc -plated double nuts- and washers. Galvanized a richor bolts% optional. Anchorbolts conform to ASTM F 1554-07a Grader 55-with_a mininium yield strength "of 55,000 psi, GROUND LUO-= Groundlugasstanriarcl-. DUPLEX RECEPTACLE- `vVoatherproufduplexreceptaclelsoptional.. GROUND FAULT CIRCUIT INTERRUPTER- Self -testing ground fault circuit 'interrupter is optional, FINISH - Eachr pole•is finished -with WLS DuraGrip`=polyester powder coat finishing process to give the pole in exceptionally attractive appearance,. The process electrostatically applies and thermally fuses:a polyester powder to the pole. Thisuniclue protection process provides an extremely smooth and uniform finish which withstands extreme weather changes without ....• p ra i c o li z n s atu qs a five-year ll i dwarranty," Standard ills c ckln} , r pee nu. DuraGnp fi I h,fe _ r , iv ye tTit . _, fi. h colors available for poles are brortze, black, platinum plus, buff white, satin Verde green, metal licsilver, and.graphite. Optional DuraGrip' Plus features added protection with a 3'.0to 5,0 milihickness of polyester -powder coat finish plus an inner coating. This specially designed p fi p inn_rcoatinc fsath-anal lastich droc'ibon',4ai a li-dagtheinsi ride let seal J p y a n pp d Po g and protect against' atmospheric and corrasivP_matter: DuraGrip'Plus finisbfeatures a seven-year limited warranty. DETERMINING THE LUMINAIRE/POLE COMBINATION FOR YOUR APPLICATION P S_lect luminair"e bin Luminaire Ordering Information., Select bracket configuration. • Refer to lurtiinaire EPA chart to determine EPA value. _ e • "ele ti height of l_. � c g t po SelectNlPH to snatch the wind.speed in the application area. (WirldspeedMap located in Appendix) Confirm ther pole EPA that is equal to oTexceeds hedurninairePoracket EPA as was previously determined, t�•tu UASEPLAJE `4) / Approved By: Project Name: Location: Date: 14V W Ll fl' 11 t1 SYSTEMS P:O, Box 100519 r Fort Worth,TX;76185 800:633.8711 Fax:817.73SA824 s www.wisil htln9 .Ccm: Consider the Impact' 9, Spdncali ns.sutjtdtochangemthouineti're. OR VAtENT ,al li,IA6 ;'D MENS10 c ,( 1 17.4" (442a1m) . ;3A `' �..(85mm) 4;6 r L (116mirn) (584mm SPECIFICATIONS GENERAL DESC,RIPTISI,N- Slim 1pvtprafi,ledglgn;ryiinirnizes.windload requirementsi Fixtlr sidesa e Ic erica talwlinut itl i era at er-tie `LE driverc m artrn nts t.E ._ . L- rs19, _s.., T n } nl-.g. l yre. h. Jhk: _ a d a•la I -n it ct. s v d er h r o e 1 sl A b e A tin rfo r D ut ante gv n h e a. Im urrthea A @ y. l � ... p J P I• t}i1ount), DL (Direct NlountLong), AA (Adj.ustabteArim ti mount), R3. ( eider MQ(Int); R4 (Spider l)tlduilt),.an'd R5(Spiderthlouht), frgnhh a er,ELECTRICAL Mod Lila rdesiJn accpmino(Iatg! V tied lighting put ut i wh_i. e,z130.OKta5700K.(t!- S0O K pr full fixtu(e), mi imunrT 7000Ptong life LED s0urce..120- 277V50/60Hz,.Class:1LED diiver"s'arestandard.347-480V;50160Hz:d&i&iso tiorial..LED': P drivers have;po vei factor y.90o/band iHDc2Wo6f full load, Units OfVvi&d with intrzgrai 10k\(surge's6ppressioti pro teWbn'standd'id. Integral w6ffier-tightfekittri6i boxwith terminal strip for easy pavver hook up. Sul je;prottxctiotrtested iri:aaordance ytithIEEE t•62.41,2 aril d 21t ANSI s't, 1 and6 Al2. TESTING AND COMPLIANCE - t�j I1 tedin.tt e,U S,and,CaJl)cl� ful v�tlr3caticns arid; e' d sielPG"rI 2v"e\ e'r`''h toc.ell.orN `ll. nddsur�..as. fL d. 6 _ pe . EG 5 `t.�7h r ord act tall .coat once .... EMA photoce recer tacke Opt on> Gdnsultfaetory Cor:CE certifi,eclpio<iucts. RoFlScsirilpliar G Intetriatiarlal, Dark-SkyAss"odat[on approved. - FINISH - Po.utler GgAf finish features an E-Cgatepoxyprimer kvith'�n ultra; dur3hlesilver powder topcoak providing excellenE;resistante to carroston, ultrakiolet clograclation and abrasion, Bronze, black, silver and white powder topcoats are -available. The finisli is covered by our 10.yeaf II(Tiited warranty,. Flxtur and finisli a reendUlariCetestedtowithstatxl5,00bh'Litsgfelevat' ainbierrtsaltfo(I corld tluris asdafined irtASiM.Standard B 1`17, OR EQUIVALENT G QL US Made, in, theU,S,A. ofU.S. and iniported parts>- IU?ets Buyllnierfan:rgsoirenientsvlithin the AREA. Approved By, Project Marne: Location: Date:. L ' LI.. II ti SYSItHS:. 1919 ffilklsor Place Fart4Ucrth, TX:15110 3 .IsD0.633 BI,i1 ,, F:ax: 817.735.48.24 a; wwW,ut.Eshghting,,eont 90CI Y t ie lrTlp il. speffir,nioris alpl?ct.to.:hergewJthouk.navcs` 29 Pe•r.3i/76. p lt-,$nMount' Slit IQa.5reel,. ill' S=SinglelP4uillel DR2 Bronze 1fi4 .GalvarlltedAnciiorBolts 48C-4"-S{uvreBas@,C.auer S-4 3 "- RN1. , RPD ...3 1 - 1 Ga: st t' G 0.. ee 1 D 1;1 Duu is D ark: LK W. li $F' S1 s i Fl o )' e a. 56 -' tar (' v n S u s2 .o er G e Ra Re�uS.�)L1rflhny fattein S97.G-076a;:Steel, ];A' �,429'-D,ouitle; P„LT-f?Iatlnum Plu4 DF-R,QuiZlGFlgpsj°" ER2- weathetprr;of DupleX: RNTS-SRP85-3" 1ri' AN90"-Uout(e WHT -Whitq DCtP- Ruracrl °Plus P Receptaide(Poles RetluodDrilfing,Pltttm 14, T.90=Tflple SVC-Saon'VerdeGreen "LAD •LessAnchgrt;olti belowtlll W TN120° -T(eple,: GPT - Gnphito 466,for ER2H - Weatheiprggf Dyplex RcJOceclDiluingPat+<_fn 22'1 -l190'-¢uazk. MSV-Nietalllc511vPr Pr's1S1$Occufrancy5eriso[° f?eceptaclafor RNTS•SRPD5--5' 24' NU WJOt ttons. Rvinfor'cedHand-hi)le Reduced Drilling Pattern 26'' (Poles `18' and above)' m:: - 23 30' GFI- Gr.oundFaulteireult Inteuupter(Poles. __ •_ Tenon Mount N-TenonMount RNT$-RRP.N 4N - renonMdunt belowvl8') RNTS-SRPN ( (AVallabte with 5RPN Urfly,.For4"poles use4PR5F)1 G61H - Grusin !.Fault gj,<ult'; Intt<rrup[erU'v1e� 18' attda oXe) Slipfjt, RNTS-411PSF hiHD 1Uuil[ngHale a.' / f WLS-RNTS-5RPB5 S07G 24 S PIP No NA .(EXIv11PLEORDED):': ORDER':: OR EQUIVALENT WLS`-RN75, o FOOTNOTES., 5tantWoflatf?Lhk0le cap Ptu'Ide'd,Donrpdpgle,Cpp will sbiiaWitl) S,A4 Arid sA5 4-Poo: helghtswill have al-: 1/2'.toteranca, CPlt,I�.F�I,Lxantl,,LXl6:etures. SALS,re�fgs,„BI(SPT 8O.8Khil TbUatxtUc;:L kmackety 5=,:�.�flpocl,Llilhtltu38rxket cattier)forclr)icgot'FEQ bras;M? For CNL,HE, HEL LXard LXLD I W o(Wier mouriltracvnfiguratMn tytas usirip fr Order PtdOS>c-fkuatdy. €harx :XX to indicate helglitarxi 81CSP1"00and BK hlPIIx)xtessoiies"xethart:4n Rolt-0n Nrount lRP03LSRPB3 >Ideofpolr[r)+:3llon for polr�prePamtirin. drillukj panc,u {s cuopon pub sgk'ttlonc&nit, :I- s5skxopuon rectufnd. Nut fgruse with metal yalmeoi aµm: 4' poles arm avatlable In S IOGonIy.,S.poles avallable in 9 tlGand WIG only. rS,(2 J ffk l t R )xTl s >3 O I 1 r : 1 ri- ... • "1. l„ zt r f Il'(27atUn1.9ka11vRCade 11'(2I'nlrNplaBul4tlrtle I1'i279rn;n)C(a,@oit614e L Bul[CTrale Sktttefl �.. ':51ytCgrl itotisYi I I'(279mrti) tl'(279rcsn) LVIUI9nuia AnctibrBult ?{4' 50 114'43V I•x35' 51 e (ISnunx.7Glmm) (19nurix[¢2m1T) Will Iltin)m) Arx1x)fWit 11(q' 3-ity 4. Noy uon {83 t) (336)mY (10201m) Base I?late Op2nirfg d-3/8' 9-3!•M1' 4.5/8' forNtirev ay.Ertiy (92641)) y2Tmn1,1 (j thri" Basep,4to l'thk Din>e0siotu. (25/n9nixL°Inm) (257irrnxl9ntnQ t152mmx,25mrnj: AllIJLSLhhIln•s ;)".anteedtonerettheEPA:r W,1esare 9uar regular ntslisted.Vil lr7rtMfgisrrt[esrxnsibkkfa(roIP, orc�r loser foyer EPJif,Onyliuntlre fCYiligtecl•Nind,•lriuliii zonevi z r e lewillbeloMted, a h P� I !:T wrrite� )slxxa P' U f.A OP f8s a drx rf to � y A PP pule(bray(tet4fi>Rwecc+rail><uiatis.ysed[asuLarryother II r "a s r s or I r vhfc Id t Ilan surf) sfiay,l>,:ruNit, ycy�,) hwcu ad)Is,iess,l tathepot VLSllghting anrctaccePttespanslhig fxf ainl of"B6Mu541 )!Sesituatfax: ,NOTE Pole. a 1.39pst f 4tor oyEr steady auxlve�7ty 6X lrjAe;(nlesdestgredtowdhsWiid80NjPtL stea dywuuiv1111wit1utan l y nts to ldM1 17PH EMs arafor Igratlans IgOmilesaWa/hgmhuRdatkoteanlines.(;rii)sult WLS(orr,tlxrare3s_IJyt, Hunt afrtscieaniutesare9v. Atia dcarxlftdfgfY&Jtocoastalacear.EaJappl_icawosin Flolid orCanxJa cotuultf cloy. dote:t6eplateIltustr4tltxlslraY4fdn9�wihootnutEa.[vatQt eforxttilj xhvrLolt3.€onsldtfastorylorihatxnseplateteirplates< Approved By Prgject:Name: Location: -- t?aEei �aL�li'ilit� > ' P:O.Box:1Ot)S19 Fort ':Vorth,TX76185 , '$OQ,633.87T1 a Fax817.735:4824 ' wwrtt:vslsllghting.cam Consider the ILr1aC.1 of Rr�°t/1:fi ' r I 9 � SERIES' 3rL[ E .. U N N 4 M!. Al f; n. . CD'0 " � �L R EUR 2M• rypellMedium R3 04..4G Ez 350. ULmUnlversal BRZ Bronze 40K- DIMS -0-10VDimming (525niAnbAriiurn)¢"[ 2M8- tltMeJluni T YR RA 0 b-o0 E Series ;350 to n 120-272>! L Bla D K ck •i000K F:-Fuse �, W $ackli litContrtil C �. r RS 0$,:80 '.[)liver "N" ' UH=Unie•Isal S LV-5iltier 5 7K- i HL-Hf'Low I -SS 2•- dual Crir� -in ut -. / t 5015 5 d I t Ct. ) (.! P 2MP- Ly'"Pa_IlMedium 10-100 525- S47-480.V WNT-white. 5700K PC - Wratosell. vrlPartlal.packlialxt 12 -120 '526mA 12;• 1201) CC • custom color' PCR - NEMA PtiptacelJ Receptade" control E)4vAr'F. 27 -1276V T L - TwoAEyd (1751525 w/ intetyrated:sensor:. 3i41: • iyPe RI r4y�diU[Jt 79Q,• 34 r'v17V p eontrcl) 3hU• r, Ilibeflun e ) 1 ,rp .i, tl. 1:, A OOi . n r',er cr r` T - r ev a a s L2 w9-L, . el{9f35) r/tt.trT, te..isen cr. ' wlBackltghtControl. r MP-- e Ir M1 llu 3 T h � to >P i T .. ve 0 � i k� r, r L3 - T" L I IS S t\ nt� aLed s nsa w'k � L...3 1 .9.....,.e.... w/r artlaf BacMigbt ` Cotttfel) contU)t No; 6.441o[is', 5S', type 4 shytt 5M -Type vMe' dluni AM - Type PtMridlurh 4MD typuIVMediunt fv/ BaCklrcghtControl AMP fypelyMedium wl PatttaLBacidight CSintrul EDR 3M R3 06 E 525 UL BR;Z 57K NO (EXAMPLE:ORDEA) ORDER: WLS>EDR 5 i1 04 E 525 BLK 40K 1-:SPIderMounr,:€color [r rxsrijiwbslip fitsuv""era 2:'3lStu 3'U.D.4eeLoraiuinLtumrennn or, pole:.. 9, N6tavallabl6 when.UH valtaga Is selected: 2 =Spider 1.loturt,: center fits u)sick� 4" srlwrt I:vle; Lp • f;eferTu b7ulli level>[.� cheat fof avartr4dty utttf',ddittoriaJ inrr}trnaliori,. 3•spider Mount, tenterfits Imid 5•Too nd Pole, i1-btPAspecify byita0eother II)art VLpr UF4 4,. Ell tier cpemtesat 525mA inA6addI tie Aandaid 350niAProvidingahic5heduike 6UJMULaud a Mioirerfife: 12--r6fso)?t[on IloUpaifab-, with_alf!i) ti level optlos); Peter tor_rtufti IgAd 5-A.yailaf�e ha fixtures y�uh ZO*.Io¢ LEUIk. sl:ev. siket for m re irfeulitagrij- fi c5nhplbyoliwi,. _ _ 13 AvAt?laonfiAureywilh4%6(iL€D,& Approved.By: Project roamer Location. --------- --- -- DOW-, LLIGHTINGCi f d 1919'1/indsor Place i Fort bVorth,TX'76l 1,0 g 800 633,871,t ffi Fax:817;735,4g24, a wWw.wlsllght ng,cJ6rn, " Consider the Impact! Sr:egifi<agcns: Fleet [o tnange:irirr%ouSnoGS? 29:'ROW01;5 EDR 2h1,_ 1 eDivletlium yP R3' iD4-}9 EI'- 350- 2M$- T Jelrhletlium; y[ : R4 r 06-60 ESedes 350niA 'sv/Backliilit:Control R5'' 08-8o Driven: 2MP. fypeitfr1ediueri 10-100 525:, w/PatOal.B$ckhght' 12-t12o. 525rhAl -on om - rypr v ie,cwwu. 4M - Type Pl tdi d[uin 4MR- 1.0ePlMedium rk/ Backlight £arrRol 4MP. rvbElVMzdiurn =Universal DRZ ..Bronzy '40K - DIMSea g1-MS- a."•"l:. Qytpunmng(525pA nitiaxiiium) 120- 77U BLK-Black? ;k0i)k .. F:Fuse - l7erUntvers5! S7K - HL - III Low:175t350 525 foal draltIiu.t)' 3`1Z-=•rSOV WHT -:White 5700K PC - Ptfotdcell'uz 120V CC - custuntcolor PCR-NE.MA,PhutocellfitceP Lade" '270`d T L -;Teruo-Leu�l (t 7;/525s+1 integra,tedsenspr. 1,17V cornrol}' T [,2.1wn-Leve1 Of2lSR avL 1n100rA t�d s;ensgr. (;wr' "q 'Ewu-lzyet T L3 - (U(525,tr/antegratedsen;or cprltryl)'P N9 No ch)tfoi s; O 3M R3 06 E 525 U Lr B Z 57K N 0. o xh10PLE.ORDERI ORDER: WLS-EDR 41VIB 04 E 525 BLK 40K • r , � a t��� 1 SpiderMotant.tenterlenuii;flubill-fitsovera2.3/8to3'O.D.steelorafuminuiatenonor 1e: 9-Plat.tvaiGiblevrher)ll'rlvo[lixe,isszlecte, P P f° J. iJerfd t ti `e t tit insiJa 4'-t u3le.ita. -A• '.'. - `.. 2 jp oa ..cncr s ,>I, P._ 10 Refer to..Muitl l_+eL>pr�:slt<tt6,ray.dlabiltyard a3didonal tiifnfmatbn. 3 SyidErtJnlu)t„center fitsinirzleS'rgund �Sle. I1 •Muu.cpctify �)Itaye other than r!LoriJFL 4;-Elivero emtesat 525mA imtead of the. stariclard 3SQTA rovldinc ahl her lumen output afd a shorter life: t3 F �.. 9.. P 12-Ttt[sop(luvlotavai lrlewghallrntild-teveloptjons.Refert9„(rluitit�ggL - v:U rbl�ot .l -Sr i 20 160 LEDs, li o of iaoi'na • n. S M1 k e y fvtt r Itt 1 s s eat t r m e n r lw 6-CCnuol by othals. 13 • fi+allakle nn 6Xtures,ti ith 2ritiG:(.R4x �L OR EQUIVALENT U 2�2o2D Approved By: Project Name: - Location:: Dater ..t I t , .' ;a a r a T15 �� .r the lrT1 lwtl r I o P "c f s o Ivv rwlsli h I .co Consider t' t 1919 V nds r !a e Fp t rth Tx:76114 00.633.871:1 x 8 3 r e v, t o m _ - 1V ,,. _, , ., $ _ __ . Fa ._ 17.7 5,482.4 9 9 _ �_ . $Fcinca.4cns Sul?j24t fo cher;7EWith�Ut noG:z: ',a Rcv; ali:u. I. rJ1 U ~ F- U Na F z � n Z C, Q offi � z z ZLLP4 z M U O~ aw J LL ® 2 K Q D- LL O�ZaF¢�m <U QI¢-�O o® r(n0 00♦000 $�a p6 W4 z R o N �- U W 0 Q Z E2 h -ZQ �ZZ 80 ,jWud0Qc�U Nam✓ _1LuM W G%or @r= < 2: QZz� �m boa. TWOOW WQ m O '51 5 O J S02 Z rIj U,4 WOW QOOW ®® Qr -u(nW mrnz0 0000 'd}N Y Vp o Q ¢� C� W} a �7 ELI < Z >_ (/2 zLu �o QwOQQ W 2t'a L1;a n-WOWww= z)zmzzza � IiiUM4 0 �z ♦000000 o E2 ;-1 m REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14120 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: N/A CAD I.D.: IP4 PROJECT: FINAL V A_3_e SITE PLAT FOR � OOKHILL BL0 8A ("R LIVING SENIO FACILITY LOCATION OF MITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ENGINEERI101 N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com V R1AN YAOZ;ER P, Lic. No. 0402056625 its _AQ3/16/2020 .1 j NAL E SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: C-802 HM5\V752000\DRAWINGS\PLAN SETS\SECTION 1\BLOCK 8A- SENIOR LIVING FACILITY - FINAL SITE PLAN\Vl 820231P4.DWG PRINTED BY: CHEDGES 4.17.20 Q 12:53 PM LAST SAVED BY: CHEDGES DETAILS ON THIS SHEET R.R.10VI ED BY OTHERS SHAPE 'TO_:ELEVATION + OF'IID-PQiN? QF LARGEST PIPE.' I << I I OFOOUJO-TLET N TO INVERT SECTION A -A e4 •d PIPE DIMETERS E�Er£aN METHOD OF TREATMENT 1N DROR INLETS OEFFERENT SIZES OF PIPES ARE ENCOUHITERED, SH�NG OF MAN HOLE AND INLET INVERTS IN ACCORDANCE WITH � \� THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAM ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF t TO INVERT OF STRUCTURE, OUTLET PIPE MANiOLE OR DROP. INLET IS TO BE FORMED AND CONSTRUCTED < < IN ACCORDANCE, WITH APPLICABLE STANDARD OR SPECIAL ORAWING: ° THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST :OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 259 OF COARSE AGGREGATE MAY BE f •_t un UP TO 4`1 N DIAMETER Atli 0 NSIST;OF STONE, BROKEN BRICK, v. • ' A BRAiSEN.GONGRETf: CR BROKEN CONCRETE BLOCK: THE SURFACE. SHALL BE LEFT SMOOTH BY :MEANS OF HAND TROWELLING. NONE I OF THE COARSE 'AGGREGATE ,SHALL REMAIN EXPOSED, a . DETAILS .OF INVERT SHAPING AS SHOWN HEREON. ARE FOR EXAMPLE — ` t d + <III PURPOSES ONLY.: EACH. MANHOLE OR DROP INLET iS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-'B PLAN. METHOD OF TREATMENT IN MANHOLES XV00-1- �` x {ry q [� SPECIFICATION. ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE •HOLE & INLET INVERTS ERTS 302 108 08 VIRGINIA' DEPARTMENT OF TRANSPORTATION rj1_Qn = S1-QII rI-CI" DUMPSTER MPST'ER DETAIL NOT TO SCALE LEDA3BGRp GGNGREIE—D 91EELro5t Grtinnre SFcELPOfii n�r�nE"I' 'aa'reoro S1EEt ANGLE try XF+W WIYNWGE GEDHi DDIA➢ NNVY DUIYXWGE CENTER POST TYP. HINGE POST 2x4 P,T. CAP. PROVIDE MANUFACTURER'S STANDARD CAP FOR ALL POSTS 2X6 WOOD NAILER TOP AND BOTTOM: COUNTERSINK UBOLT FASTENERS WITH WASHER FOR FLUSH INSTALLATION OF FENCING NEW NORTHERN WHITE CEDAR STOCKADE FENCE (CLEAR - STAIN), COORDINATE WITH o q LOCATION OF 2X6 NAILERS. HOLD FENCE BOTTOM 6" ABOVE CONCRETE PAD I €i HEAVY DUTY, 6" DIA STEEL IL EI GALVANIZED STEEL POST, SET IN CONCRETE FOOTING. STEEL U-BOLT, TYP. rit 6 THICK CONCRETE DUMPSTER PAD W/ SPREAD FOOTINGS @ POST - -'� - LOCATIONS. PROVIDE #4 BARS @ 12" O.C. TOP AND BOTTOM WITH 6" CRUSHED STONE BASE MATERIAL UNDER SLAB. IN ADDITION PROVIDE 2'-0" x Z-O" x 18" THICK SLAB HAUNCHES AT POST LOCATIONS T-6" DEEP 12" DIA. SONOTUBE FOOTING UNDER PIPES SECTION DETAIL AT FENCE AND PAD FOR DUMPSTER ENCLOSURE �Y�LT��i►�� 2x4 cedar rills �o i m .a divide 1" thick 31ysprpt Outdoor` Cedar cap strip I�1 EX. WATER OR STORM PIPE + 10'-0" z� 4 .d 4 4 n, d 4 • d ° . a a • e' a 20'-0 CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. 10'-0" CLASS "C" CONCRETE ENCASEMENT a, ° a SANITARY SI PIPE ONE LE MIN. EX. WATER R STORM PIPE �A SECTION A -A CONCRETE ENCASEMENT DETAIL NOT TO SCALE J JJJJJJJ JJJJJJJJJ JJJ.' ' 'JJJJ JJJ�JJJ JJJ. S 1JJJ JJJ- 1JJJ JJJJJJJJ JJJJJJ JJJJ 3,000 P.S.I CONCRETE 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) Ll ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE - 4" SEWER CLEANOUT CAP — — - . ; .'�'' /':' ;'•: f —' 11 _ SAND CUSHION J L 3000 P.S.I. CONCRETE 7 6" PVC ENCASEMENT PIPE L TRAFFIC RATED CLEANOUT DETAIL NOT TO SCALE Bottom View.of poJ t 2 m yv, mrfa& Mott: 1 fpr steel p1r1(2-1l2"�t2 sonotiN4e, '° deep, -; ► Cedar Shadowbox fence g{g{ I CEDAR SHADOWBOX FENCE D ETAI LATGE NERA-I',OR 12" RESERVED PARKING VAN ACCESSIBLE I> D ' � D • D, REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE 0 CV NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES ►LLARD MOUNTED ADA PARKING SIGN DET TRUNCATED--' 1:12 MAX. DOME PATTERN SLOPE NOTE: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE PAVEMENT SECTION PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT° DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE /-(TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE REFER TO FACE OF CURB 2.0" TRUNCATED DOME PATTERN EDGE OF CURB ' d SLOPEd dmw Q w � a1:48• \4� MAX." �.O. SL®PE q '"SLOPE. a '1^ c 00O0aO00O0aU0oO0oUa 00 000666666o :12,MAX:4. " 1:12 MAX °' 0000000000 000000000 as i1 ' I MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE (PER GEOTECHNICAL REPORT) NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY CONCRETE SECTION NOT TO SCALE (PER GEOTECHNICAL REPORT) NOTE, 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY ASPHALT PAVEMENT SECTIO NOT TO SCALE PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0" 6" 1" 6" 1-1/2"R 1-1/2"R CV tee• ''• .:`, :+r N ?:,:a•. SPILL CURB & GUTTER COLLECTOR CURB & GUTTER NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'4" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. VL CONCRETE CURB & GUTTER DETAIL �--� ��j•Z��l� �' ~ l'i V2 Z !2O O P4 z o ¢ � 'r z�cD OL zw M i ¢ I' LL a� F U' _ ~Q2(0 o •� [u- R a 0. h• g R T E"I J Q O¢�in❑ ow �C�® ♦♦+or♦ =a ��:Iz w� z � a F-d r-1 U W o rT, z (' z ¢ Q 9 �zUl a0 = �ZQ ego 4 " (u W m > F nr. n 1: ow W 0 xm �xa: O 1:O J Z TM' U1 wow ¢oow JcnVK Z0 � 11f17: a �El a� Pq �'4 Z ;, Cr .�Cro 5 ((j Wz¢gz}= '" zg2YY'a Ow W (9 0�26r-j ZGa aw000wW � } } z :> �1;a aw0WWw= ::)zmzzza �z * * + + + * * Fo �zm Ca &4 = REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: AS SHOWN CAD I.D.: SD4 PROJECT: FINAL SITE PLAID 1[ (� FOR 1�� 133 LOIJ� :1LL �BT L(0` CK �8TA S.'l.:el V 10 L� Y LA V FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BurLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com ------ R N .0� Lic. No. 0402056625�4, �.t� 3/16/2020 W10 SHEET TITLE: Ok-111 ST� llJ CTI�lJN DETAILS H:\75\VI52000\DRAWINGS\PLAN SETS\SECTION i\BLOCK 8A -SENIOR LIVING FACILITY- FINAL SITE PLAN\Vl82023SD4.DWG PRINTED BY: CHEDGES 4.17,20 Q 12.54 PM LAST SAVED BY: CHEDGES NOT TO SCALE NOT TO SCALE GR-2, 2A SIMPLE: KNof z X 27Y4" MIN - 28)4" MAX RAIL HEIGHT 3'4/2' 3'-11/2" .3 IY ' 3z" GR-2 GR-2A (6'-3" POST SPACING) (3'4/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05. x OPTIONAL GR-2A METHOD z OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 15D FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB, POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN I/8" PER FOOT FROM VERTICAL. W-BEAM,BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 26Y4" MAX AS MEASURED PER STANDARD GRINS. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15.1 60 8' 26.1 14:1 4r 50 6.5' 21:1 11.1 * 40 1 5' 16:1 8:1 * 30 1 4' 13:1 7:1 1k DIAMON,D PRO ST-ONTiN, CUT" 4ai - 2016 ROAD & BRIDGE STANDARDS WASHER- _ � S `'/g"x18" BOLT Y4" HOLE && T 6"x 8"x1'-2" TREATED ¢ PINE BLOCK OR $ Y4" HOLE a RECYCLED MATERIAL. �4„ GALV. STEEL 10D o COMMON NAIL t,, SEE NOTE 5. 6" WIDE BLOCKOUT 6"x8"x1I'-2" TREATED PINE BLOCK z O SOUTHERN PINE CID �9 HOLE 6x8 WOOD POST ' PAgE' i0 t1p I l i fingll PrII irz sglt(,. nips Plur i(il ((Il)1�� �$llli�l# R4Iii[ �#;ti111)dt �Tu�51fJ<�It#� Ct11t1f atst�,t��. PW, 51 Too tot, 0i�il TsiP Righf i�Ia.(I��Itd If�� ;•il�t°(� #�ilt'E t:����ft 1�n1ir� I('1'a'k� #��I��a� 4 I ! iil 6ai)i 11 t'ta.`, a1) I1 I I l#11 I'a E 411 ' GR-2, 2A 1/4,, -4" HOLI A' FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN 1'-0"-1 1 "4"x 8"xt'-2" TREATED STRONG PINE BLOCK. POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4r, WIDE BLOCKOUT REQUIRED T GUARDRAIL SPECIFIED BY THE ENGINEER IN THE — Ty T DETAIL A 441 4�, )4" DIA _ POST MAY 8E HOT ROLLED OR WELDED. HOLE ti tV 74" HOLES all GUARDRAIL INSTALLATION >� SUCCESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFIC STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 221 08/14 236 501.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 505 2016 ROAD & BRIDGE STANDARDS SITES REQUIRING LONGER u _ � GUARDRAIL POSTS fV N I [V ,3 II I a NOTES: II 5/e"x1D" BOLT TREAT t' 2" a 1. ALL BOLTS, NUTS, WASHERS, AND OTHER II & NUT TREATED PINE o STEEL ITEMS ARE TO BE GALVANIZED. _ _ BLOCK OR III —III: RECYCLED W N 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY MATERIAL BE INTERCHANGED ON ANY ONE PROJECT WITH II W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF II W6x9 SINGLE RUN BLOCKOUT PCGOARDRUST BE USED IN ANY II o II OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE `O JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 GALVANIZING AND 501,02. TOP 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE I I II BOLTOR BOTTOM IS INSTALLED,BLOCKOUT AFTER 5/e' x 18 �� HOLES IN POSTS D BE Y4" DIBRACKETA TO CRT POST STEEL POST A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE I SHEET 2 of 2 VIRGINIA DEPARTMENT OF TRANSPORTATION OB/14 501.05 2016 ROAD & BRIDGE STANDARDS 5 L: CAP BLOCK DIAMOND PRO°' .,,.::..:,::;,.:.,•;•..:;:...'::.;,,.':'.;;;; GEOSYNTHETIC EMENT11 REINFORCcy.w. , BLOCK �... C T7 12" (MIN) OF FREE- *"Aa'Z iyN p� DRAINING AGGREGATE ..�eti.�.:: • .. .. .. IRS OSYNTHETIC REINFORCEMENT H +' f / ' OSYNTHETIC.REJNFORCEMENTI FINISHED GRADE''; .;'. ;,..;;,;.:.., ;;:.'; :;...:;;:..,.. •. OSYNTHETIC REINFORCEMENT 4"0 MIN DRAIN PIPE 7 (ELEVATION VARIES) 6rl 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD Scale: Drawn by: This drawing is rortllustra4ve R 318" T-0" 88 ANCHOR" Diamond ProO Beveled Face Retaining Wail System purposes only and should not be BUILD SOMETHING BEAUTIFUL used for construction withoutthe fl2015 Anchor Wall Engineering, LLC signature of a registered Date: Drawing number: ® and T4Anchor'Na11systems, Inc. pfoFesslonalengineer. Typical Reinforced Cross Section 1/19/2016 DPBV06 (FOR SCHEMATIC PURPOSES ONLY. SEE FINAL WALL DESIGNS PROVIDED BY OTHERS) CAP BLOCK DIAMOND PRO° BLOCK FENCE OR RAILING 3 FEET SLEEVE AND NON -SHRINK GROUT MINIMUM AROUND POST SLEEVE INSTALLED DURING WALL CONSTRUCTION 70 r-�-1211(MIN) OF FREE - DRAINING AGGREGATE CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE q v TOP OF ASPHALT OR—\ CONCRETE SLAB � I i 1=1 11=1 I I- `�•�A '��'� I f=1 11=1 11= 3000 P.S.I. CONCRETE I I=1 I —I I I-- lIMII- III—III=III—I ;; : III —III o 1=1 11=1 11=1 I I': 1 M I I- I—II5115111I-_- I I-1 I I .I I I —III —III —I . ;; 111— „ _ ' _III —III —I ��`;�",• ..:., ._ ,III; ,I I, '-�IL,;IIIIIiI=TI_T ICI-- NOTE: 1. SEE SITE PLAN FOR LOCATION(S). 1 -6 11 MIN. BOLLARD DETAIL NOT TO SCALE n a FX- o T •7 U �0 z � o� H z �Z zw CD OP4 Z � ¢w J r,® P w0Zalzgm ¢�_ < 0 P., aCn w w zF U czar W ❑ ❑ Z o aa= gz¢ ao ZQ ❑�U' Z ¢ Wm2E>13� —_ w 0 0WU, w w 0 WO W ¢OOW Q rH _j U) W mrnZU 6d N O °tea >- W> za �z - ¢ C7 ¢w �_ r j 2:5 w o= W(D U)-Q., I—zZ00 W LU r�Q Fw0V>_Sz 'E as aw0WWW= i� �zmzzza o cn a v� 110 RE'VISI OATS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH BID SET CPH L!q SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: AS SHOWN CAD I.D.: SD4 PROJECT: FINAL SITE PLAT FOR IB]I��$O�(O�KH'QILL BL`� CK 8A SENIOR LIVING FACILITY ITS' LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 1171 Bf—% T T 'Ir 71% EN GINEE RING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LTH p��l `i y v R N YA R ; , r Lic. No. 0402056625��;= �.N 3/16/2020 SS�ONAL_E SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C-901 HM 5WI 52000\DRAWINGSIPLAN SETSISECTION 11BLOCK 8A-SENIOR LIVING FACILITY - FINAL SITE PLAN\V182023SD4, DWG PRINTED BY: CHEDGES 4.17.20 @ 12:54 PM LAST SAVED BY: CHEDGES FRAME & COVER (SEE FIG. S - I - D,E) STREET SURFACE OR NON - PAVED AREA SLOPED AREAS F V - 0" MAX -�2 0 RUBBER COATED STEEL STEPS CAST IN PLACE 3'- 0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN '0" RING SEALS 16" MAX MINIMUM ELEVATION " DIFFERENCE ACROSS M.H.5" - 4'- 0" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. I._.. DEPTH OF FLOW CONCRET - VARIES F�CHANNEL TO BE FILLETS 3/4 DIAMETER O_ CONTRIBUTING± S EWE R. T ' ' d'a - -12 A FILLETED INVERT FOR A SMOOT 4 TRANSITION OF FLOW BETWEEN- } INLET & OUTLET PIPE SHALL BE ~�� • _s :.C���•~ ' PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOIRHE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S FIG. S-I-A TD - 21 co E E m � co U] N E o n m V)UJ a: owW ��E o¢ _j U E' U Y V a E U E E rn N rn w _IL v �W. U w 00 cV \ w 0 0 O a_ E¢Y <E oE(-i 0 Q1_ E o m E E Q Ln Y C-j E Ld w W w- EZ ¢ fA .� o \o 0 In � 00 E� Li� E E Lo \U N0 E 11) 1.- N E :c E z o \ E +n D O DD � o O O ¢ ¢ c O oEoE _ 1= \� �r- of 7E of W _ _ ID E cv N0 u M�, W N N N cc U. O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-25 F- w _J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW f _,<D• � CHANNEL 1/4" V MIN 12" BRANCH jt 1 r_ I FLEXIBLE CONNECTIO��-' NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL LU BE CORED AND A FLEXIBLE � CONNECTION " BOOT " :D INSTALLED O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I - B TD-23 (4) 1" (25mm) DIA HOLES ON 32 3//4" (834mm) DIA 27 1/2- DIA [38mm] BOLT CIf1CLE [699mm] 26 1/4- DIA 7" I�- [667mm] `1 [178mm] 24' DIA [606mm] "I _ 28 7/16" DIA 5/8" [722mm] [16mm] 36' DIA 0 26" [914mm] [660mm]- 1 1/2- FRAME SECTION 13/16" [38mm] [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) r (25mm] 3 13/16' �_w 44 1 a/ 1 0 2 1 /8" [97mm] [579mrn] [54mm] 1 3/8" 635mm 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17mm] r' [14mm] SECTION VIEW 1/4- 6mm) DIA CAM BOLT -1- SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 1800�� S' (2) CORED 1 5/8" E RUBBER PART# 00981045 (2) BLT HEX 5/8-11X3 1/2 SS YY PIOKBARS [5mm 2400" [41mm PART# 00981250 " 1 1/8- (29mm) DIA BOSS [6mm] [� 3mm] .63 DIA. STAINLESS STEEL ROD HR 8 ID PART#S00961318 1'50 OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 5/8-11 2N NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT LOCK LUG (SHORT)SPAI 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Bea°MNMIN a-� INITIAL BACKFIL' a2a$ MIN MIN. MIN MIN �.•' lJ-� 6" BEDDING 968 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION 4 �)a MIN INITIAL BACKFILL 4 MN UNSTABLE 8° a�- a° a° SOIL \ MIN MIN��� MIN MIN 968 STONE GRANULAR FILL AS �. APPROVED BY ACSA l� L " WO z STABLE SOIL OR ROCl2 NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 Top View 4 r 6" MINIMUM � 4' MINIMUM • d .. d v .. 4" MINIMUM Q�. 4 .a Q '4 , a. .a - - - - - - Side View 3' Minimum II°d• Certification of 9546 compaction required d Galvanized Steel Beam, W12 x 14 (min, size) � .a 3' min. penetration into undisturbec � 45 soil or as approved by the�-, a ACSA. I I I I� I I I 11=1 111=1 I II I I TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-S 45° max L 1 2 .9 a - - .4S " 45' �� max PLUGVIA � I T FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. min � BEDDING Al ---,,,. REQUIRED I e PLUG 45 4 MIN MIN i T T SECTION 1 -1 SECTION 2 - 2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W- 3 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND -----... __-----.. L H T _._........_... i L i- H- T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 2.25 2.60 1.50 2.00 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10.6 36 - 3.16 3.21 0.48 8 45 22 1/2 2.66 2.66 2.77 1.66 2.16 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.14 2.67 0.13 90 4.83 3.83 -3.42 0.83 10" & 12, 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18 EME SPRI C NO. 68 rD-3 - FOR BENDS 8' &SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAP - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS j AS SHOWN. D i 4 BARS 0 12" ON CENTER FOR 12" BENDS &LARGER V - B _ CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4' - 6' 1'-9" 2'-3" 2'-6' 1'-2 2'-0' 1 1/4' 8' 2'-3 3'-0 2'-6" 1'-6 2'-6' 1 1/4" 11 1/4' 10" 2'-9 3'-9 2'-6" 2'-0 3'-0' 2" 12' 3'-0 4'-3" 3'-0' 2'-3" 3'-8" 2' 18" 3'-6" 5'-6' 3"-3' 3'-0' 4'-6" 2 1/2' a' - 6' 2'-6" 3'-0' 2'-6" 1'-6' 2'-8' tta" 8' 3'-0 4'-3 2'-6" 2'-6' 3'-3" 2' 22 1/2' 10" 3'-3" 5'-0 3'-0 2'-9' 3'-9' 2" 12' 3'-9" 6'-3' 3'-0 3'-6' 4'-3' 2" 18' 5'-0 7'-6 3'-3' 4'-0' 5'-8' 2 1/2' a' - 6" 3'-0" 6'-0 3'-0" 3'-3-.3'-3- 2 1/4" 6'-6 3"-0' 3'-8' 3'-9' Z 1/4' 45' 7'-6 3'-0'5'-t)" 2 1 4' 12" 5'-3" 9'-0' 3'-3" 18" 6'-6 11'-0 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS -., THE LOCAL STANDARD. 1.. r' LENGTH OF BRANCH VARIES 6' MIN � 1 2' TO 10' (270°) 7 CU. FT. lg" VALVE BOX � #68 STON 36"MINGATE VALVE F ' �--I �.__-.�• ;�ca' TEEX 6 2500 P.S.I. CONCRET'' ,_�� r •� BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE�\� 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W - 4 TD-7 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE I.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 CHART FOR UPPER VERTICAL BLOCKING V 1 4" THICK LATE WASHER 3" THREAD 1 NOMINAL INSIDE ' 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE 4 BARS ®12" PIPE BEL ON CENTER FOR 12' BENDS & CONCRETE CLASS "B" LARGER C"i SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS, CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A WATER 2500 P.S.I. TD-4 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS � AS DIRECTED. MARKER LOCATION MAY BE SUBJEC d TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE -\ ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE UJI - 0 7 Eti Pq U M a. 8 d CONCRETE 4 2'x 2' BEARINGAREA. THRUST BLOC ' 4 a a v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA[ TYPICAL GATE VALVE NTS FIG. W - 5 TD-8OCK MIN. : , 0 ]11 L E R t i20' " wAu. stEevEs w// BLOCK 16' iAiN WATERPROOF SEALB TEST CONNECTION S"JRAINER MEN 72" M 4. ' >r� a MIN- #e' MINI•-4- q; 8" MIN. dB" IN. 24` % 36" ALUMINUM ACCESS HATCH OVER METER AND TEST TAP 60' MIN.: NOTES: L MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL. BE 4" MINIMUM. WALL THICKNESS. FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL 1�E J3", 2. THE OUTSIDE OF' THE VAULT BELOW GRADE SHALL_ ;3E COATED WITJ AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL. A SUMP PUMP.- IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER , NTS FIG. W--<7D STEPS SHALL SE RUBBER COATED TEST CONNECTION S1EEL _ COUI�WC DRESSER 12" 2' GALE VALVE W/ IN, COUPLING - THREADED CONNEOtIDNS 54" Max. METER .� 2" BRASS PIPE STRAINER ° 11 12" MIN. 5" MIN-rt- 3O" MAX. BLOCK X U� LL Fz E�m z oo �� z w� p� a W ( •� U+ � F- (n x �m 0 a. w Z o z¢ LLo �� m ¢a= gz¢ P� � azv }C�z =o �(j g Qu~Qi=Wzz> wm R7 >WOOww =m g==� z� (D�� wow¢oow � Q�NJU ♦� ♦or►oo 1-•1 `r o w} ¢ �j wz¢�z}= � Z_j ;EYY(jj D_ 00 wU D'D� WJ i Q Q w O o o W w a a w O w w w= i Dzmzzz a = o Z o a� I3EVISIflNS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1/14/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: AS SHOWN CAD I.D.: OD4 PROJECT: FINAL T PLAN FOR JlieOC8 A SeNIO"RLIVING LocArloN of SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com " a LTH p� Z V R NYA R I \ "p Lic. No. 0402056625 � 3/16/2020 ONAL SHEET TITLE: DETAILS TD-26 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1lE3LOCK 8A-SENIOR LIVING FACILITY -FINAL SITE PLAN\V182023004.DWG PRINTED BY: CHEDGES 4.17.20 Qa 12:54 PM LAST SAVED BY: CHEDGES TD-28 - - y JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC - SHALL NUT BE LOCATED WITHIN THE (SIGHT OF WAY, VARIES WATER SEWER 3 ca `® LOCATION CIF OTHER UTILITIES (CAS., ELEGTR.IGr."TEL&HONE, cAbLF,, ETC') EASEMENT WID,THS7 WATER B,R, SEWEt' ON - 20' MINIhIUR. WATER & SEVER ,3QMINImUM X SEE PART 1, PARAGRAPH 111. SEPAC ATIDN €JF WATER & SEWER SYSTEMS. LITILITIES: GROS ZING' A WIATER EiR SEWER CASEwRENT SHPUL:D 'BE AT 901 T11 THE. RIGHT' OF WAY, UTILITY` LOCATIONS & EASEMENT WIDTHS'. FIG. W=I T D-1 -�ASiM A36 AND FLEX NUT D.INDISTURBEQ SDI?- (TYa) WATER' MAIN' n -CiASS. A-3 c:Ci�tCft�l� MEGA--kUC. P-1..sij 01 NOTE: 1,, ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY 2 CONTRACTOR .SHALL ENSURE+; THAT THE CMLAR OEM AGAINST UNOWLI I8ED St11L FOR THE. MIN#mum DIMENSIDN SHOWN. 3i bNENSIONS SHOWW BEYOND{THE TRENCH'WIDTH ARE ABSOLUTE, MINIMUM, DF THE TRENCH ,WIDTH IS GER DURING COWiTRUCTION. THE COLLAR 01MEN$10NS SHALL INCREASE ACCQRUINGLY,. CROSS 6NCFIOR RESTRAINTS FOR VALVES. NIS. FT9. W- 30 TD-6 FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL_ ALL 'CONNIECTIONS TO BAND EXISTING IvtANHOLES SHALL BE CORED AND P= FL.EXIBLE` IIl.t.CONNECTION !, SOOT'" c TYPI.0AL MANHOLE PLAN SHOWING BRANCH TIE IN N.TS FIG. S--I--B TD--27 PLACEOALVANI"LED,' '< IMSS ' POST `41TH R - -5 CARPED ENDS PAINTED BLUE IN RENT TE AREAS r A,S OIREBTEQ, MARKER LO�IAT ON MAY DE SUBJECT TO HlQk,'VAY DEPARTMENT APPROVAL, FIINSHEI GRADE s { A11,JLIMBL,E .TRAFFIC RAT. ED IJ VALVE BOX V/ LID Li t2 M.J.GATE VALVE Wt1TEE LINE. Ilq, 2500 P SA. c9WORE7Ez . $ 2'x 2° BEARING AREA; THRUST BLOCK '; ~a,. ROTE ; IN REMOTE_ AF,EA% VANE 66XES SHALL EXTEND SIX. (6) INCHES ABOVE` GRADE. TYPICAL CAT VALVE NT$' FIO: W--5. URUP PIPE; PIPE STRAPS ,I (STAINLESS TEFL)' s . c� s SPACEI) EV9RY A S�YE"2! INFLUENT A PIPESEWER ° a PIPE PLANS PROFILE RIN, :&r"FED,BINEi WITH, NO, 6,4 STONE L HEIGFtT bF THE: V. RTICAL' DROP PIF'E WIELL 0E 9ETERPvll ! D BY THG AC$A, BUT $HALL'#4OT BE LESS THAN TWO IS) FEET., 2 v, gRTI,CAL MCIE' PIPE SHALL UE SRR 2Ct P V.C, S 44 0THE SAME AS THE INCQM+ lNG PiP.E AN E1 CtJNIfECTED EDT THE LTEtQP FITTlN0a WITH STANPAEtD GASK . 10 . 4:VERTILALDROPPIPE4"ALLBE-ST8APPE;UTQ<THEMANHOLEATPIPESTRAPS SHALLGt;MAPE.GAP 54AINLFsS sYEEL 4. SHADE INVERTAS NEEUED 10 PROVIDi;;MOOTH TRANSITION FROM DIt60biNNLCT#C}i� UIlk, ARGE Poo r TO 5PA1NC LINE OF ]VIAVHOLONYET T; 5. DROR CONNECTION DISCHARGE F&INC, SHALL BE ORIENTED) AT'.45 DEGREE S, !N'To THE FLOW: 6. VERTICAL DROP PINE SHALL,BE #N57ALLEOAT:9Q DEGREES 9 S FIiOE4I THE ACCESSSTI PS. 7. MINIMUM 7k DIAMETER MANHOLE RE.QUIiiER FOTt T§ SING,LE Iq' OR 1.2" UTAMIETER.DRQP CN[VECTIOaV, OR TbVQ 84 DIAMETER PROPi;dNN�CTlbPs,. STANDARD INTERNAL. DROP CONNECTION N.T,S: FIG, 5— I �C2` TD,--30 TD-144 GL 41;.2ao Hm z o0 z H U = c� ZLLI JOL zw P4 �w N® 2 ¢D-ILi E`J` �r CD-01zQm so -2 D F -T 44 ¢SI-¢O¢ �-o X WU ¢I-(n0 ow O W ♦+PO#ii �o fch � S! w 0 0 z o� �Z(n a - ELM gz¢ �o Q z c�z ffi D ¢ a j ¢�2 Wzz> gw �? >L 00wwJ o Sm�22� �N OaZ =�02 �::) t!q UA wOw¢OOw 4vdd Q F W MU)ZQ FFes� _ a ®♦ ► o++ Z C� � 14 u O} 0 a w ¢ H H � Z¢� Z}_ 1n z52`LYLUo D-2 -1 t z� Ew- zzOOww 002 Q ¢w0}}�Q 5 8 a a w O w w w 2 r Z)zmzzzD. o- 21 ♦ i i♦ O O♦ gg o cn o m \ Q = cn REVISIONS REV DATE COMMENT BY 1 7/1/19 COUNTY COMMENTS CPH 2 8/29/19 COUNTY COMMENTS CPH 3 10/15/19 COUNTY COMMENTS CPH 4 10/31/19 COUNTY COMMENTS CPH 5 12/17/19 SIGNATURE SUBMISSION CPH 6 1114/20 BID SET CPH 7 2/18/20 BID SET CPH 8 3/16/20 SIGNATURE SUBMISSION CPH KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: AS SHOWN CAD I.D.: OD4 PROJECT: FINAL SITE PLAN FOR JBIR0NKIE"I'lLL SENIOR LIVING FACILITY LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA B 0-% T T EN GINE ERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LTH pF Li V R NY A R �> , Lic. No. 0402056625�� 3/16/2020 SS�ONAL SHEET TITLE: W `' A 1 JLeIRIN. AN_1.1/ SEWIEIR UTILITY 1 Y DETAILS SHEET NUMBER: C-903 HA151VI52000\DRAWINGS\P1­AN SETS\SECTION i\BLOCK 8A -SENIOR LIVING FACILITY - FINAL SITE PLAN\VI82023004.DWG PRINTED BY: CHEDGES 4.17.20 @ 12:54 PM LAST SAVED BY: CHEDGES a l k`�''• C Nix L I R '* + '.'. Cw N Door Cameron Llafigitie laursuatit to Atiac'nttrrl APPROW,D l-ItAN ,; Iattr diem, Rkec nd Ot C ovv -tu tbera, date . ()et ),2:, 01 6, is trt ; of ZtWA. 12' ,Whicll wits itpprtav'.c;d On Surtrrrt tr r of I�a�rlu,epf tsar, pcpt i�rl �:�t t l�tktEtt' d 66ti I(y fbr BIta °f .4, ti ittt tEtc fo cd wil W.ad H ir iti-,arigtn*or inu goarrI ,pit' ttt~'rt:s: Wic 41sk fo:r, fhc c'Qg11ty's. skiptaprt Of thi" I1iltt�ar krr�t �xtti tt:,.r cti ��l f+�, tt� Br��t� hilt C`t�tl� of Ocjrc;t��arttf3rttF . Wc, r.nd h&,tllis red uest is onsistent With flat :' 'catrls.;tii��l tati'`�etivt � �it`tlt�-"� f��l c�l�t�iis I� `I hi$ I "'J"klittl i�d t t l�r�rlr. tic( ftcr l l t trit,fi 4° E� .rc�� G i,• ' tt € c E t� tlt v ttl t., t:td ii ,lztail :i. 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It's free. It's the law. PROJECT No.: V182023 DRAWN BY: EEN CHECKED BY: RTY DATE: 5/3/19 SCALE: N/A CAD I.D.: SD4 01 PROJECT: �7 FI AL SITE PLAN FOR BLUCK 8A SENIOR LIVING FACILITY LOCATION OF MITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA R1 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com -LTH •per L� O v R N YA R y> r0 Lic. No. 0402056625 3/16/2020 G.�►�' `sS�ONAL SHEET TITLE: REQUEST FOR VARIATION TII N SHEET NUMBER: C904 HA15%VI52000\DRAWINGS\PLAN SETSISECTION 1\BLOCK 8A- SENIOR LIVING FACILITY- FINAL SITE PLAN\VI82023SD4.DWG PRINTED BY: CHEDGES 4,17.20 Q 12:54 PM LAST SAVED BY: CHEDGES