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Home My WebLink AboutSDP202200002 Plan - Submittal (First) 2022-01-10REFERENCES AND CONTACTS ♦ALTA/NSPS LAND TITLE SURVEY: BOHLER 1285 WORLDGATE DRIVE, SUITE 700 HERNDON, VA 20170 DATED: 08/05/19 JOB SSV1920796 ELEVATIONS: NAVE, 1988 *ARCHITECTURAL PLAN: LORD AECK SARGENT 1450 RALEIGH ROAD, SUITE 109 CHAPEL HILL, NC 27517 GOVERNING AGENCIES *ALBEMARLE COUNTY SITE REVIEW COMMITTEE ALBEMARLE COUNTY, VA 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 243-7929 UTILITIES *ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ' THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. SHEETINDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERALNOTES C-102 GENERAL NOTES AND LEGEND C-103 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN C-200 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 - C-204 OVERALL SITE PLAN C-300 SITE PLAN C-301 - C-304 SIGHT DISTANCE PLAN AND PROFILE C-305 - C-307 TRUCK MOVEMENT PLAN C-308 TYPICAL STREET SECTIONS C-309 OVERALL GRADING PLAN C-400 GRADING PLAN C-401 - C-404 OVERALL UTILITY PLAN C-500 UTILITY PLAN C-501 - C-504 UTILITY COMPUTATIONS C-505 C-506 OVERALL TREE PRESERVATION PLAN C-700 TREE PRESERVATION NOTES & DETAILS C-701 - C-702 OVERALL LANDSCAPE PLAN C-703 LANDSCAPE PLAN C-704 - C-707 LANDSCAPE COMPLIANCE C-708 LANDSCAPE NOTES AND DETAILS C-709 LIGHTING PLAN G-710 - C-713 STORMWATER PROFILES C-801 - C803 SANITARY PROFILES C-804 WATERLINE PROFILES C-805 CONSTRUCTION DETAILS SHEET C-901 - C-904 TOTAL SHEET COUNT 42 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR AFPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN � FALL CONFORMANCE WITH LOCAL REGIIIATIfNJS ANO CODES. J FINA SITE PLAN FOR RST RESIDENCES SDP202100079 LOCATION OF SITE SEMINOLE TRAIL AND ASHWOOD BOULEVARD ALBEMARLE COUNTY, VIRGINIA CU TMP 46-108 AND TMP 46-109 >e �E ao� E c rti, temolemn Aves /// : w%f.,II a� nb aei4 o, _ Fr• ilmEpavad Y4rl Elementary � :,}Y,Ad Ml,wl MOrLme. W Sw t Y� ro � yt c� Mkm] '9 2A21 Miaosok Corpc2lim 02021 TmnTom Moo fil"ma LOCATION MAP SCALE: V = 2,000' Copyright: MICROSOFT CORPORATION OWNERIDEVELOPER RST DEVELOPMENT, LLC. 6110 EXECUTIVE BOULEVARD, SUITE 620 ROCKVILLE, MARYLAND 20852 DEVELOPER CONTACT: SCOTT COPELAND DEVELOPER PHONE: (301) 816-4243 PREPARED BY HLER// CONTACT: RYAN T. YAUGER, P.E. SITE DATA ADDRESS SEMINOLE TRAIL AND RIDGEWOOD DRIVE CHARLOTTESVILLE, ALBEMARLE COUNTY, VA OWNER / DEVELOPER SEMINOLE TRAIL, LLC C/O RST DEVELOPMENT, LLC 168 BUSINESS PARK DR, SUITE 200. VIRGINIA BEACH, VA 23462 PIN TMP 46-109 15.56 AC TMP 46-108 3.95 AC ZMA NUMBER ZMA2020-00007 JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT RIVANNA MAGISTERIAL DISTRICT ZONING PLANNED RESIDENTIAL DEVELOPMENT (PRD) EXISTING USE RESIDENTIAL PROPOSED USE MULTI -FAMILY RESIDENTIAL SITE AREA 19.51 AC BUILDING AREA 98,105 SF BUILDING AREA PERCENTAGE OF SITE AREA 11.53% UNITS APARTMENTS 254 2 OVER 2 TOWNHOME 72 3 STORY TOWNHOME 6 GROSS RESIDENTIAL DENSITY 17.02 UNITS PER AC NET RESIDENTIAL DENSITY 17.85 UNITS PER AC MAXIMUM BUILDING HEIGHT 65 FEET ALLOWED PROP. IMPERVIOUS COVER OF SITE AREA 11.18 AC (57%) PROP. OPEN SPACE 6.29 AC (32%) PROP. RECREATIONAL AREAS 2.05 AC (89,100 SF) (11%) PARKING REQUIRED LAND BAY 1: (96 UNITS X 1.5 SPACES/UNIT) 144 SPACES It 58 UNITS X 2.0 SPACES/UNIT) 316 SPACES LAND BAY 2: (78 UNITS X X 2.0 SPACES /UNIT) 156 SPACES (78 UNITS X 1/4 GUEST SPACES) 20 SPACES TOTAL: 636 PARKING PROVIDED LAND BAY 1: 460 SPACES LAND BAY 2: 182 SPACES TOTAL PROVIDED 642 HANDICAP 8 SPACES REQUIRED BUILDING SETBACKS FRONT YARD (SEMINOLE TRAIL) 5 FEET SIDE YARDS (EAST AND WEST PROPERTY LINES) 5 FEET REAR YARD (SOUTH PROPERTY LINE) 20 FEET PROVIDED BUILDING SETBACKS FRONT YARD(SEMINOLE TRAIL) 149 FEET SIDE YARDS (EAST AND WEST PROPERTY LINES) EAST: 119.3 FEET WEST 181.9 FEET REAR YARD (SOUTH PROPERTY LINE) 87.6 FEET PROVIDED LAND BUFFERS FRONT YARD (SEMINOLE TRAIL) 100 FEET SIDE YARDS (EAST AND WEST PROPERTY LINES) 20 FEET REAR YARD (SOUTH PROPERTY LINE) 40 FEET APPROVALS DATI DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z EE W LU W U z W 0 Zjz(UU z W H V W j 0zWW��W zrc9toW>m iW Q 2 W Z >zU<4��aQZWQ0 O0 0 Lu F I— zQca< z J 00� W z Z d Q > a < of U W I— tn REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I'•'� f) Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SDP-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: COVER SHEET SHEET NUMBER: C-101 REVISION 1 - 01/10/22 GENERAL NOTES (Rev. M021) DEMOLITION NOTES (Rev. M021) SITE LAYOUT NOTES (Rev. 1/2020) LIGHTING NOTES (Rev. 1/2020) 0 LU 8 Z � < X LU Z LU M 1 . THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN -BOHUERJ PRIOR TO THE DATE ON WHICH THE ENGINEER OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER, IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONSIREPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS ANDIOR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONSIREPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNERIDEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDATO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD AND EICHLER, 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 ARCHITECTURALIBUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEKIT 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 AND BOHLER, 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 AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD AND BOHLER, 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 CON -FIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATIONIORDERING 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 ANDIOR 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 AND BOHLER, 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 AND BOHLER ARE 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 MAINTA,IN 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 ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND EICHLER, 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 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 "IMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR ANDIOR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORKAND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, 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 ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER ANDIOR 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 CONSTRUCTIONIPROJECT SITE (HEREIN -BOHLER PARTIES'), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM 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 PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORKAND 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 PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES ANDIOR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNERIDEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WTH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEWWITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS ANDIOR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES ANDIOR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE ANDIOR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN ANDIOR 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 PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT ENGINEER OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970,(29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER 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 ANDIOR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE 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 ENGINEER OF RECORD AND BOHLER, THE USE OF THE WORDS'CERTIFY'OR'CERTIFICATION'CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WTH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE AWARRAINTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. 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 WTH 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 DEMOLITIONIREMOVALS 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 ANDIOR 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 DEVICEV'(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, ANDIOR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEWALL CONSTRUCTION DOCUMENTS AND INCLUDE WTHIN 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. CONTRACTORS 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 BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WTH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAdNTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE ANDIOR 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 ANDIOR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, ANDIOR THE SAFETY OF THE CONTRACTOR ANDIOR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WTH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION ANDIOR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE 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. 1. 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 OWNERIDEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11. THE CONTRACTOR MUST 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. 12. 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. 13. THE CONTRACTOR MUST BACKIFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKIFILL MUST BE ACCOMPLISHED WITH APPROVED BACKIFILL 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. BACKIFILLING 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. 14. 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 ANDIOR 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. 15. IN ACCORDANCE WITH FEDERAL, STATE, ANDIOR 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 CONTRACTOIT S SOLE COST. 16. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. 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. 17. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNERIDEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 1/2020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WTH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WTH 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 19.51ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A_ STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE[EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) ANDIOR 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 MANUFACTURERS 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 ANDIOR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAdNTAINING 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 ALLAPPLICABLE 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 ANDIOR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. 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 ANDIOR APPROPRIATE AGENCIES'GUIDELINES TO PREVENT SEDIMENT ANDIOR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONALITRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES IMUTCD) 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. 2/2021) 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 ANDIOR 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 REMOV`ING 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 OWNERIDEVELOPER, OR OWNERIDEVELOPER'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. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFUCTIS) 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). 7. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKIFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2020) 1 . ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE 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 REVIEWALL 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: T 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 ANDIOR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:1 2 (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 ATAMINIMUM 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 At 17.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR 1EXTENSION 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 ANDIOR REPLACE NON -CONFORMING CONCRETE ANDIOR 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. DRAINAGE AND UTILITY NOTES (Rev.2/2021) 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 WTH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS'SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST 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 WTH 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-INSICONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITYISERVICE. WHERE A CONFUCT(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 COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKIFILL OR FOR COMPACTION REQUIREMENTS 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 APPROPRIATE PLAN(S), 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 WTH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, ANDI 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. 12. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 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 WTH 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. THE 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 ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC). 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTEDIMAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNEITS. 6. THE LIGHTING PLAN IS INTENDED TO SHOWTHE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S ANDIOR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT ANDIOR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. SE 202040003 RST Residences Special Exception Conditions I , Development of the use must be in general accord (as determined by the Director of Planning and the Zoning Administrator) with the application plan entitled, "ZMA2020- 00007 Zoning Map Amendment fbr RST Residence,%" prepared by Bolder, dated May 18, 2020, last revised June 1, 2021. �. lUe stepback requirement is waived for the fourth story of each of the six townhouse structures as shown on the plan and identified in the special exception request and narrative, entitled "RST Residences, Special Exception Application Narrative, SE2020- 00003," dated May 18, 2020, last revised June 1, 202 1. 3. The stepback requirement is waived fbr the fourth story of each of the multi -family apartment buildings identified as Buildings 2, 3, and 4 on the plan and in the special exception request and narrative, entitled "RST Residences, Special Exception Application Narrative, SE2020-00003," dated " 19, 2020, last revised June 1, 2021. . 4. The stepback requirement is waived for the fourth story of each of the two wings of the central multi -family building identified as Building I on the plan and in the special exception request and narrative, entitled "RST Residences, Special Exception Application Narrative, SE2020-00003," dated May 18, 2020, last revised June 1, 202 1. . 5. The fifth story of each of the two wings of the central multi -family building identified as Building I on the plan and in the special exception request and narrative, entitled "RST Residences, Special Exception Application Narrative, SE2020-00003," dated May 18, 2020, last revised June 1, 2021, must be stepped back. For calculation of the stepbacks, the frontage for the North Wing of Building I is Travelway A. as identified on the application plan entitled, "ZMA2020-00007 Zoning Map Amendment for RST Residences," prepared by Bohler, dated May 18, 2020, last revised June 1, 202 1, and the fi,ontage for the South Wing of Building I is U.S. Route 29. ALBEMARLE COUNTY BUILDING INSPECTIONS NOTE: 1. 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. Walls require inspections as outlined in the USBC. 2. Accessible parking spaces, access isles. and accessible route shall be installed in accordance with ICC ANSI Al 17.1-09 and the 2015 Virginia Construction Code. 3. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain. branch of the budding drain or horizontal branch serving such fixtures. Plumbing fixtures having food level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 4. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 5. Buildings or struciturs built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits am required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects at 540-562-3580 xI 3 1. 6. All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department(ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe and the sprinkler lead-in connection. The dcvcloper/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by the ACSA or ACBID. This includes building Sewers, water and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occuptmey being issued. Note to developer. 7. Due to required distances from lot lines and structures as required by the NFPA, underground propane tanks may be prohibited. Plan accordingly. Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1 . Adl materials and methods of construction shall comply with the latest version of the General Construction Standards -Version 1.0, adopted in December 2015, except as modified below or modified in special notes. Water and Sewer Design and 2. RVVSA shall approve all construction materials and methods of construction. A preconstruction be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). conferenceshall 4. RVVSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RV1SA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSAL 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the connection is made to the system. existing system. All doghouse manholes must be pressure -tested before a 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. Contractor shall immediately notify the Engineer of any discrepancies between the plans and conditions. The Contractor shall use due diligence to protect all utilities and structures from The at all times, whether shown on the plans or not. Damage to any existing Utilities shall be field repaired by the Contractor to the original condition at no additional cost to the Owner. damage 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. special written permission from RWSA. No 9. No blasting shall be permitted within 1 00 feet of RWSA facilities without written permission and monitoring during blasting and a pre -blast survey any operative RV,1SA sewerlines, bypass RWSA approval of the blasting plan. Ground be required. RWSA may also require certification may be required. For blasting within 1 00 feet of stating that the proposed blasting will not damage any pumping and/or pre- and post -CCTV may due to blasting shall be repaired by the Contractor to from a licensed professional engineer original condition at no additional cost to the Omer. RWSA facilities. Damage to any utilities 10. The contractor shall observe minimum separation requirements for Utility crossings. When a the support shall be provided for the compacted 57 stone to the crossing is made under an existing facility, adequate structural springline of the existing pipe. existing pipe. The area of the crossing shall be backfilled with 11. New water main installations shall be pressure tested, chlorinated, flushed and have water connection to the public water system. mains will be required to prevent any samples approved prior to making any permanent contamination of the public water system. Approved methods of filling and flushing new water 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. building overhangs, retaining walls, footers for � - -4, N%."!:%� M UJ MIJ X M (9 Z EE U-1 U-1 U-1 U) K l- W U-1 Z W 1-- (!) W 5; 0 ::) of < Ix -J - Z U) 2 W < Z < _ " 0f 0 < (.9 0 U) 2 a- Z __1 0 U) Z) Of U) < W 0 U) U-1 Z __1 a- Z EL < < of > __1 1-- U) U-1 1-- CO REVISIONS REV I DATE I COMMENT I 1 1 01/10/22 1 COUNTY COMMENTS I ... �� ... .... 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY 0 IREJEWANDA1�1PROVA-. IT IS NOT INTENDED ASA CONSTRUCTION I DOCUMENT UNLESS INDICATED OTHERWIS E__ I PROJECT No.: V1 92076 DRAWN BY: MEG/ PM CHECKED BY: 1 RTY I DATE: 09/30/2021 CAD I.D.: SDP-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA 91 00 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA 23236 Phone: (804) 893-8200 VA@BohierEng.com TH F;M%N YAIJUER � Lic. No. 0402056625 01/10/2022 SHEET TITLE GENERAL NOTES SHEET NUMBER: C-1 02 � N . N C5 � . I REVISION 1 - 01/10/22 STANDARD DRAWING LEGEND FOR ENTIRE PLAN SEl LIMIT OF WORK LOW LOW LIMIT OF DISTURBANCE LOD LOD EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ONSITE PROPERTY LINE / R.O.W. LINE PROPERTY LINE / INTERIOR PARCEL LINE EASEMENT LINE -------_-- SETBACK LINE CURB AND GUTTER SPILL I TRANSITION CONCRETE CURB & GUTTER DEPRESSED CURB AND GUTTER UTILITY POLE WITH LIGHT �o POLE LIGHT TRAFFIC LIGHT O UTILITY O POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN Q PARKING COUNTS — — —110— — — CONTOUR 190 ------------- /E.9------------ LINE 187 7C 51G! SPOT TC 516.00 FTC 516.00 MATCH EX 6W 516.4 ELEVATIONS BC 515.55 518.02 t JHIV SANITARY OAN LABEL # STORM # LABEL # SC SANITARY SEWER eL LATERAL /y UNDERGROUND vy WATER LINE E UNDERGROUND E ELECTRIC LINE G UNDERGROUND 0 GAS LINE y OVERHEAD vH WIRE T UNDERGROUND T TELEPHONE LINE C UNDERGROUND C CABLE LINE STORM - - - - - - - - - SEWER SANITARY S SS SEWER MAIN HYDRANT O SANITARY O MANHOLE STORM i O` MANHOLE i ® M WATER METER WV WATER • VALVE ❑ GAS VALVE ® GAS METER TYPICAL END SECTION HEADWALL OR �OR� ENDWALL O GRATE O INLET Q� CURB PLI INLET 0 CLEAN 0 OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL 46 � I O N N � o > � c MONITORING WELL TEST PIT BENCHMARK BORING STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES ADA AMERICANS WITH DISABILITY ACT ARCH ARCHITECTURAL BC BOTTOM OF CURB BF BASEMENT FLOOR BK BLOCK BL BASELINE BLDG BUILDING BM BUILDING BENCHMARK BRL BUILDING RESTRICTION LINE CIF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CONN CONNECTION CONIC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBICYARDS DEC DECORATIVE DEP DEPRESSED DIP DUCTILE IRON PIPE DOM DOMESTIC ELEC ELECTRIC ELEV ELEVATION EP EDGE OF PAVEMENT ES EDGE OF SHOULDER EW END WALL EX EXISTING FES FLARED END SECTION FF FINISHED FLOOR FH FIRE HYDRANT FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HOPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT US LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICALJOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN PI POINT OF INTERSECTION POG POINT OF GRADE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS RCP REINFORCED CONCRETE PIPE RET WALL RETAINING WALL RAN RIGHT OF WAY S SLOPE SAN SANITARY SEWER SF SQUARE FEET STA STATION STM STORM S/W SIDEWALK TBR TO BE REMOVED TBRL TO BE RELOCATED TC TOP OF CURB TELE TELEPHONE TPF TREE PROTECTION FENCE TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UP UTILITY POLE W WIDE W/L WATER LINE W/M WATER METER 3 PLUS OR MINUS ° DEGREE 0 DIAMETER # NUMBER PROPOSED EASEMENT LEGEND COMMON SHARED IE I INGRESS -EGRESS PA I PUBLIC ACCESS I PUBLIC UTILITY A I SANITARY SEWER SI SIGHT DISTANCE T I STORM DRAIN VA VARIABLE WIDTHS �I WATER z EE W W W rn Z W z0 ZDZ02 W H (!) W > Ur Z W W(Oj W F W Q 2 W Z J>z0woo (n 7 Q Q Z Q zU)2 W ZFCIL uzw<a n Q J 0 U) W Z Z d Q J o Q of J F U W I — REVISIONS REV DATE COMMENT cNEcm BY 1 01/10/22 COUNTY COMMENTS MGIPM fi Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SDP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH F;M%N YAUZ•iER Lic. 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C / /l�n� ^ }/. ,% � t yam- 1 ."� . 1''\ / ' f,�✓ V / \ a� / ' oo �'' x / /, , , Q: \ J 510RY �R) P 0 ; ti ¶/ ',11 ```,--------- i' b. _ / // ' RG• II / i , ' \ I_ \ \ 1' 1`G N 1�i � I- - �` `- { E \\ I ; I / >`;' GO Q % / Qd, ENCRa4CN,y/ENT ONTO \ r/�'�,� �/ y'. 8o1601 - \' " / �� v&E.40 1 IIIIIIIIIIIIIIIIIIIIIIIII z EE w w w z F0 W WzWW�� F W Q 2 W miyj�Q�<Z mU)maQz ozQQQ� x =�Z JU' 0U) Of az�a J DEMOLITION NOTES: W O 1. ALTA/NSPS LAND TITLE SURVEY cl) ENTITLED "RST DEVELOPMENT" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 00 DATE: 08/05/2019 DATUM VCS NAD83/2011 SOUTH ZONE IIIIIIIIIIIIIIIIIII ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS REVISIONS OBSERVATIONS REV DATE COMMENT 2. ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS 1 01/10/22 COUNTY COMMENTS BASED ON ALBEMARLE COUNTY GIS. 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE ABANDONED IN ACCORDANCE WITH VDH POLICIES AND PROCEDURES. HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB& GUTTER �-----o UTILITY POLE WITH LIGHT p---- POLE LIGHT M TRAFFIC LIGHT UTILITY POLE TYPICAL (, LIGHT + * ACORN LIGHT ---�-- TYPICAL SIGN /^ PARKING L -I COUNTS SPOT 7C51H4 OR 5764 ELEVATIONS RSA SANITARY # LABEL tTM STORM # LABEL -------SL------- SANITARYSEWER LATERAL WATER LINE _-----_E _-----_ UNDERGROUND ELECTRIC LINE _------0------_ UNDERGROUND GAS LINE OVERHEAD WIRE TELEPHONE LINE - UNDERGROUND CABLE LINE STORM SEWER _------S _-----_ SANITARY SEWER MAIN HYDRANT >N (�5) SANITARY MANHOLE D STORM MANHOLE y4M WATER ( METER WV WATER m VALVE ❑ GAS VALVE ® GAS METER 60 30 15 0 60 1 "= 60' Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA MOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF L Z V N YA R y .p Lic. No. 0402056625 ge ��i(Y 01/10/2022 tIIIIIIIIIIIIIIII �`S'S/ONAI. ECG SHEET TITLE: OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-200 IIIIIIIIIIIIIIIII REVISION 1 - 01/10/22 `00 ------49 / ; / I \ \ SEE INSET SHEET -6,04 j; JX ; / i j / / GONG ASEMENT 'I ' OB 4999 PG 43 \ , Ilk/I �/,�'7y \`\`'`\`\\`, M72 ' , \`' -� I \ -� ,' / X00 , ji9 BP17B =4Z3.79 / \ \\ /. , \ , _ / I o\ 00 `\ I I \ _ i ------ ( w - vy'' P5P / 4�T2a uc�ERrr i \ I T'I\\ TEMRO UC N '` \ ` -- -- \ - / 0) °p Q1\ / ' / I ` ENTR SEME`NT / ``\ '` \ <_ ___ - \ 7 / / k0 0' BP'P�1pR 5� °� \ / / ��/ o CPC /ice\tl+ \ \\ , ,, ,` �' p5 `1D01 � // ! 1'' Gp`lER \ � / /i 9 � `\ \ \ \ �\,-------- — — 15 k)D i `. D. ` �v 51EDE/�,' /'// d\/'' 00 RESERVE6SLQPE'`�__, \ — `18$SQ FT. '\�; / = a/tlP/ T \ / 1 TITLE PARCEL TWO \ } 7 A Y - /O�gR) LANDS OF \ \ \ \ RIDGEWOOD MOTEL & MANOR LP \ \ \ sb� G // �t j` I / y'' • iI/ } \ 4 D.B. 1883 PG 295 \ \\ OR of /kp0 // % I JIAx( I TMP: 04600-00-00-10800 p551 ��\_� r / ?'` \ { AREA: 171,769 S.F. OR 3.943 AC. (M) QBppjG j 1 //'�5 Q f ( r $• co ,__-'"- 1I \\\ / / / 1 \ - AREA: 3.943 AC. (R) (TBV) NO3 N \\ ` j' PP IS, ' RCS QEDDPR�R) p `\ PAVPSR7Y %Nl/ES\T f c \ 0 3 I - /; VE 3 700 00 OZ Of D 9 /' I" { -" i > \ t 7 \ TMP. 46 0` - - 8A / / 4C/ \ I � � � �X �\�� \\ ZON/N RT`,iRES,IQENTIA, '< USE. S/NG`LE FAM✓(Y R�$/DE/V de 96., - c G R/ 1 0 Y / ----- mac_— �\ \\ :L 147.7 \\ O/ co \ // ji / :!' / / WW QP�G - /r ) 1 \ i j i X� �/^I \ \ PA"ONT (MR) \ h�r� / \ fAv_ORY i� / / t- 'va'v\// t�P...E /� —�—„v ''— I ll /^/� ' JI' —/�\ �\\� `-�� /' _O/NG r(7BR ` /\ \ \ 7' \ % If• G,, _... --Jf'C''' I / I �1 �yI \ \ \ I I \ \ \ V/// R� � �- ST�PPC. 1 Vv� > �K� .B , /pND SLOPE �P !• � „ I � \ \\ /'�\ 50�' I I -'�(. I _ DS RSA `NCE:1180 SQ: FT. / (TO EFIEUb V'RIFIEb) r 1 R 01pR nnJ.. �1 I \{ I} I EH49 Rf�� PV�1 GpN5�ER1 2g,00� rtr J //�/� ,,{, 1 j i t f j / R1 ESE 0) 00 \ �\ ' Z'G Y — (7 s r I F.X. FR4V/, , \ ��qy�\ \ u EX. POLE CUY WRE AND I ' ` GE �( N R HEADSTONE C PAN£MENT (/BRJ ,r?'l \ �h I l r I I 1 1 '\ p). l� i /\ r , l S/lE0 ✓� �� ,, \ OI'ERNM UNE (TBR) FJ�J �qN �. (79R) , Eti A' AO VDp1 ENCRO4CHJ/ENT ON70 �_ /\ �'I I \ �J /� `:1 ?� UNRE , i l / 2� APPROX LOG 3o EMETERY PROPERTY \\ ? / I� EX. 1-STORY YY \ r `�QY gDgB 0151' f OF 1/EPCO EASEMENT f-itQ-527 PG. 177 \\ / / FRAME BU/LD/NC (MR) r -T"%1� S, ---' �� 730 84.52' �R �� > ; -i; s�2 015535 D.D. 465 PG 491 (TDVJ De. 2Ur A. W2 °o - 34 p ) Z ' 1 R Ml \ TBVwv 4. \ I / 0. O►' ' ------ -coy`MR) 14 ' ` � HEADSTONES < \ -!� o ..\N l Ml -r� I"`R� �*r(, � ^� � AX HEADSTONE {rY -^ p`.� 1055T�{1y[0.�/ } / ''/ ' ', %------- r / l \`- ---- /NGRESSIEWESS E45E�/ENT � / I / `\ \ n rr,_, 2 I / / }' - 19OT PRLV. (F0) 0029-072 \>\ l 5°b' \ - ? rr r ' / y // ;, � CEMETERY, > \ ----- ; OWNER UNKIdbWN,1,, `< y � �� // I - P/D. PORr/ON OF 0.50 AC. r / r } } I iEFtiYJ , - ,---\- \ �o S02 i S U/PG/D22g==�-�=CULIE (7BRJ \ �/ / / > E7/65 EX. RT ar P T� i -- _ ��-_--J x O � �< } '' } ,-'' � ��`�\ ``� i _ PRESF�RVED SLOPE --J--"- o \ \ -IR / / /{ \ / „wt ', �/ / / \11 -(' ^`'`l� *\� \ \{ ` DISTURBANCE�84Q SQ. FT. �\ ;>mc\ ---- (TO BE FIELD VERiREQ�\ --- 50 �\ _ ----- \ p - -------- 50 -� — —ram -\„ram„ ,(Pp,H7/#" LAG ,-T�/ `------- D.btl�/66'f�G 494(7bVJ /�' \ ,'�' � '1_-----�� \\ \ � \� � � _ FOUNDAAON (rBR) UP f/O✓97 ; A-_: ' /1. N-., , � ( I ,-' // �/ / Y�ApWAi �M CHLINE SHEET C-202 `i - -I „IrE_.I�p ,..-- ,ICI r/TBR) �IL FMATCHLINE -SHEET C-203 i 16 UJ z E w W LU Z F !Z' W WzWWU)� F W Q E 0 W miU)5a mz< v» O2W"0 x Z JU' 0U) o_ J d UJ z EL J DEMOLITION NOTES: W O 1. ALTA/NSPS LAND TITLE SURVEY cl) ENTITLED "RST DEVELOPMENT" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 Co. DATE: 08/05/2019 DATUM VCS NAD83/2011 SOUTH ZONE ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS REVISIONS OBSERVATIONS REV DATE COMMENT 2. ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS 1 01/10/22 COUNTY COMMENTS BASED ON ALBEMARLE COUNTY GIS. 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE ABANDONED IN ACCORDANCE WITH VDH POLICIES AND PROCEDURES. HATCH LEGEND �� MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT - - - - - - - - - - - - - - - - - EASEMENT LINE CONCRETE CURB & — ------- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT + M� ACORN LIGHT ---�-- TYPICAL SIGN /A PARKING L -I COUNTS SPOT 7C51H4 OR 5764 ELEVATIONS MSANITARY LABEL tTM STORM # LABEL -------SL------- SANITARYSEWER LATERAL _-----_yy_-----_ UNDERGROUND WATER LINE _------E _-----_ UNDERGROUND ELECTRIC LINE _------0------_ UNDERGROUND GAS LINE -------OH ------_ OVERHEAD WIRE _------T------_ UNDERGROUND TELEPHONE LINE _-----_C_-----_ UNDERGROUND CABLE LINE STORM SEWER _------5 _-----_ SANITARY SEWER MAIN HYDRANT (�S I SANITARY MANHOLE D) STORM MANHOLE y�M WATER ® METER WV WATER m VALVE El GAS VALVE ® GAS METER 30 15 7.5 0 30 1 "= 30' Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF L Z V N YA R y .p Lic. No. 0402056625 ��1W 01/10/2022 1mv ECG SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: C-201 REVISION 1 - 01/10/22 U� \ \ \ \ \ MATCHLINE - SHEET C-201:"- FOUNQ47)kY ()BR) UPO✓97------------- '; `\ /\. ♦-�, / f,..,- l 100 IN -ZZE ` / ♦ 96' , ( c+ r oo> A ��♦ v"vim i } (TBf) �RL GU R� \ -z <SN ` I L4NOS N% T'�^,,,h v -'"£"X TRAILER S 1.41s�s\�R / 11 m, \ a \ COMMONWEA./_TH l//RGYN/Amay,_-__-;os G0� ! ` D.B. 2063 P Y65 �` -- --- \�\ } // r O \ \ APR182K- -' o c u ) / , /wN 7M ..• 04685-00- 0-001D0 '" -- ---- - I' m- m\\\ - -" 7 OF . 466 F�4SEA/LNF - ----= s ��RT l �_ o i s' BR) '<�R% �� i '2 Oh/ PUD (PLAhNEO RUT D ENT T _____------ - - DB. 46s Pa- EX• r_��' \ USE: !/4C4NT1------' -- -- }vYxwyyy�, y� / O) y L--- ' o \ I ----- EX. �'R S2 r of ` r 1/2" RE9AR FOU METER R) ^ Y r� UT/LAY1 I ----------- IN 1 i "III �� `• _, ss `"''�S F 00 \ 0.2' A¢OI�E GRAD ' �- (TBR1 0 \\ r ` > \ _-�nJ•-` / r 2_ Xt< APPROX LPL: a \ , ` \ 1 I / . ) -.. `./!)�' } / {'``,,'--" =�,gmC• ar 10' 4EPC0 fs#;r / 495 PG: 49AIOY) r IR4/LER () -' / '- -- -- ,�) %; , ,A.mCUI 1�� TF (TBR) II vv, j 'F' ( ' p a \\\ \ GRATE /NL ?1A Id IN /NV A 4 4.391 IIN- T B= 1.42 I -------------li%V29-bW5(7BR� ^ Y //Y TiR/F '� "� I / 1� } ,FA I . r- �(eR2' ; 1 IN 4� NO 1 4.4 44 I GRASS 1 LiN I\ - 4 1 O I \I I 'Ilk �`• .\ 1 I I i �'\ i i In ', 1 Yd'6V it ' fYA'Wf) ' ' I o III cTs \ \ / APPROY LOCATION OF ° III I I \ EX SPEED L - �JI Yr All \\ / E r CURB (78R) \ I 1 I i I `\ I� BUMP (7B/�% I ., I I tl y y rr ? 1 1 1 / V� i I IN II I b nnn r' LJJ LLJIN Ito lk ,' Ci .F J .7.5' lfYYl. 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COG: � . 466 PG a9,4 (NY) I \ i _ ___ / -t' 1 �/. __ -- NCE -- - \ 1 = __ If B' YJOD FEN 8" SAN STUB -- i ■F r COUNTY MAP ,c CBRNER_ ,------------- ON LINE -- '--- "-- \ --- 8'!YOOD FENS-- � �., � � / ON/hI�• f _ ________ COMAIVIV-AREA------------ �A��TbWNHOMES — — QGKES S H B T , 7 558 --- /PLANALED,,UN/T D",tLOPMENT) I A I 1 , I 1 �♦ 1 1 11 1 r� 1 1 G \ i I I \ \ / / r EX. 20:S4N ESMT_ EX. 6" S4NITARY EX MH APPROX ZOCAAON PER AS -BUILT PR099ED BY.- R011,9A9115H GALE & ASSOC, INC TITLED' ASIIMNP TOWNHOUSES AS BU/LT AVATER LINE AND SAN/TAR) SfWSR" • DATED 1012911994 RZW5f,9 01/09/1995\ (fl. 8" SAN STUB PAR COUNTY MAP 1 I , I DEMOLITION NOTES: 1. ALTANSPS LAND TITLE SURVEY ENTITLED "RST DEVELOPMENT" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 DATE: 08/05/2019 DATUM VCS NAD83/2011 SOUTH ZONE ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS 2. ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS BASED ON ALBEMARLE COUNTY GIS. 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE ABANDONED IN ACCORDANCE WITH VDH POLICIES AND PROCEDURES. HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT _---------------- EASEMENT LINE CONCRETE CURB& _---------------- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT 7 UTILITY POLE TYPICAL (_) LIGHT +v h^ ACORN LIGHT — TYPICAL SIGN X� PARKING L COUNTS SPOT TC5164 OR 5;u, ELEVATIONS mSAN SANITARY # LABEL STORM tTM # LABEL _------S�------_ SANITARY SEWER LATERAL _-----_N-______ UNDERGROUND WATER LINE _-----_E-____-_ UNDERGROUND ELECTRIC LINE _-----_0------_ UNDERGROUND GAS LINE ______-OH _______ OVERHEAD WIRE _______T_______ UNDERGROUND TELEPHONE LINE _-----_�_-----_ UNDERGROUND CABLE LINE STORM SEWER _______S ___---_ SANITARY SEWER MAIN HYDRANT I\S I SANITARY MANHOLE (�� I STORM MANHOLE WM WATER ® METER WV WATER VALVE GAS VALVE ® GAS METER 30 15 7.5 0 30 1 "= 30' � \ 3 5f O i Z dS EE W z W SI FW W WZ'Zc�o Z W H (J W> w C7?W W�>W $ Z�(O~ W �� J>ZU Wt)p U)Z)maQZQ CIL ZJ�� o_U) a 7 Q OfZ�aa J aQof_ J ~ o: O co z' W co 4L o. REVISIONS REV DATE COMMENT DRAx CxECx 1 01/10/22 COUNTY COMMENTS MGI Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF Z V N YA R y .p Lic. No. 0402056625 �44!,, 01/10/2022 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-202 REVISION 1 - 01/10/22 FMATCHLINE � ,''j- `---— AR,'466•� 0,(V� - SHEET C-201 \ __ .--' / / g __" (iR4TE `l R) g /,�LE7 (7BR%`\ Z Ri i,r-N•I' i� a' ` i-------- PAD pRN R /%/// s•s's rr,yp (TOR) '} \ zE NR% \ p� _ v,.y ��fff��l -fir ---' '%: V i r i ' cf$ } ULYu `l (T } tiJ,.i ,-' ` `` \ l /j t W e ID p /-r/ / } D ' `r `� \ \\ "e� R `' /{/ �\ Z 5 Z (n U g rS r } �\ \ / Iw ) J„-/^ Z W H Ur W ' } !t x \\ f� EJ(. 1 / ,Y \ \ W C7 mw U U_ > g > /�'•I r // "s~�' t i `� \\ /� \ \`J%{ ``� \ \ �� `Z W H W W �\ IJ / `I` /'(BR) \ �t i ` ``� \ `\("-- J// ``d `� `� ` Z } (0 Q D_' V! gz Z\\ ya® I "''\-i��r,J'r� i ♦s' CUIVERi `/ i r j ., `�` \ \ \\ /� 'I x` x` \ \ `� > Z U W p � \} E% / m\\ / i%� y 7 \ \ \\\ IF�IBRJ UPgP t \ �2Q2mUH o; \}ro_ ,} IY %/ : '/`�C,...i r oi�j / 4s''! / 129 ff/Ql ``� `� \ �\ \ ,` ,`\ Z V% W Z Z F g' Rj- --- -_ to ''-jh.L�rJ� gg R I�,,[R i 'f Jy J^/ ,` `,` // \\ (\ J� `� \ ,1 ,i 1 Q U L of / n -1,, V,, 1 fG012 _II130 R/ /f '� g y �� ------ - -- C yam% / \\ M4STAR, (7B 0 ,,� �/� , \ Q J 0 Z a Z a € -1 E% � / IV_ / i�y�L R� Y / nnn r r / I` a\ / I A I� Iof t I II J D_ ' i ` nnn/ \ , �AI ` , ` , ,, /� O_f Q a --'' E/�\\\ \//�.l �Y� -lam \``�` LANDS /V�F I \ U - / •� �� $pE B \APPROX. 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ALTA/NSPS LAND TITLE SURVEY y� p > / n L \, \\ �i (IeVi \ Z,ON 0y ORS` (RESIDENT/ALf L \ - �� ,/,� , PROVIDED BY: BOHLER > / $ sVERt{� OUY = / r \ \ ( Ilr !� \ Y }}, SL'• $ GL FA Y RE /DENT/AL ENTITLED "RST DEVELOPMENT" E (} VIA In^' I•{� ✓12825 WORLDGATE DRIVE SUITE 700 HERNDO A 20170 _ ♦yTrr< A �'� / " ,-` \A \ - i' FX• ` \ `� `� `\ \ DATE: 08/05/2019 NYOAANT%� /� Y%, /// \\ /� )�_ ` DATUM VCS NAD83/2011 SOUTH ZONE / \ ? y?°mR1 ` ,-yyy / \ _ Y / ` } /\\ \\ 4 \ 7 / \ ��, ', w \ ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS REVISIONS '/' f^/ t-,-!�� II7RD.t:' DG' G`�A�' \\ (� \ /' } , \ '�` �`\ OBSERVATIONS I \ ,l•-� ter, ' �/ >0' - - ------(" \ - 2 GI ' Yam\" '1'-' __ng ------ F _ \ e �+ \ t- .r1r' `� REV DATE COMMENT DRAx / _ / } _ -------- '--- � a < � `EX_NJ4TER \ �� \ ' �� ' / \ 1 � _-- cxEcx D.N 466 R^ 49AHVJ M %�R) �j ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS 1 01/10/22 COUNTY COMMENTS R1 - // } \ �\ t� �^ { \ 1 C O \ i /•�/ FX / `f " ' \ ,\ / / BASED ON ALBEMARLE COUNTY GIS. / I/ a /WM ' J _ f { I \ I'll } \ tv 0, `--- O \ / / / ' , 1 e �r 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE I �•,� y r C i y �� \ 1� i�� { g vLz r / �\ \ / / 1,-,-,�Y , \, `� `, / ABANDONED IN ACCORDANCE WITH VDH POLICIES AND .Ri-/ l / i ^�G__ 1 \--iS i _ �� M1� i�la \. i Yv R, :\ \ /\ PROCEDURES. METER AIER - x f rr/, i /l - K / ��c \ \1 A ` + \\ ) c ` \ 1, ��Rf /-t ,-i Y`"'' 'i/ \\ / ------ ------- �,J-r � �°� n�...`n / / i '' �r� � Q � --' ' E.A�'��RI'�1 %// �'�'�I 1 1 vYY v,-� r / y � { '` � \\ •� \ to /N �';, GUI0% l* /►/.ff � \ \ / i ', { t ({ \ \ A �yI✓' / 11 IT 0o R� re/ _/ -f \ \Y/ .Sp D \ ° y-•�1...'.'l ',�v ' N�,•`rW�r / _____` '¢i9R1/ J pRIVA1E Y'r`, { \ �l .ff �/ I I leeJ 'I ppyEO'„'" .` i ` J,-14 '/ i PI A \ -------' _ _____ i LOC / gg Ri (TOR) �c \\\ i ; ' \ m � I ' \ \\-------- I } 6F I / � �C I / , u �,5\,r•'iyy � �\ , / �' `, I �, �..� �,-�- �'� \\ r � ,_�,``} ,__ -' a3f & FG 540 (IBY) BRi / ,A r�r/ rrr \__________i` APPROX. LOC A� '� /a•i. %,a .�� / {'\ \ \ EX TRA/[LR(INR) LANDS N/F / 1l ? OF 10;-'wEPCO \ ? % �� } / S , , , I -- -- FRANCES BREEDEN BR/CKHEAD AND \ \ �' I W/LLARD'HOWARD BR/CKHEAP 10$'IE6 PG 49 ; % ; : }\ .- \ , \` — 1 1 '�•� `--------�r/'' I i FAMILY T/tF6!ST, ET AL W \ ggg �� APPROX. LOO // /' \ �,TECE I WB. 129IPG 719 \ ®CUL !1 / 0 \\ nnn ��n - \\Q) '> I TMP. 04600-d 00-028✓Q / .p VE / / L/' OF 10' VEPCD EASEA/ENT Y �!` `r I l P , } < FX i i / /' D.B. 494 PG 540 /%� \ \ rTr/ } 1 ZONING. R1 (/'ES/DENT/AL), % \ _ rrr �' xl7y— �' USE. SINGLE FAMILY RES/DEN{1AL iKggg r li(I`�17 rnr,t-ty; / i i - ` �/ f- - ` - _ \, �r �`.EX. IRA/LER R .n rn \ TF(TBR), abU\IER/t '-, '/ (mil' t, / --{`r r�J/ II II , APPROX. LOC. __,/ �' OF 10' VEPCD EASEMENT 4gggg�BRrS\'` Lu � // O.B. 540 My) Lx 3.5' 1Y00 / - �/ NNCE(7BRJ / gg '/ ----- I}' % '' __` � \c�\ �N 1 •, /�`'�r �� I —1 � 'i I rr Yg�gs \\ / / '\ i l } /' ' i \` - \\ 1 / ,�>•'/-Try ' �7 Ir— I ' •�n'-'n ' *ag i \ /' ! 1 I / // '�: / l l APPROX. L - \ - \ ��` `.1 v EX. 7RA/CER (78R) /j l OF 10' VEPW E4MYENT ARAW. L D.B. 466 PG 494 TV) f OF 10' iv0 EA/�T� D.B 466 PO 494 (MY) A PEO (IBRJ I I { / r y,',. / .r•>%vvvv .1 rv, / vv, \ J..'L /� �> . 1 r/ri ` } { \\\ 1 L.O: SPEED II EX. IRA/CL71'f�Rf��,I ', 5 c(( >\ G �, / / �/ / // T-1 I GD>29 F069 ('SV �, , ,f /1s"`1` �� { j J _ l y /------ - / \eUMP �TBS . I I {{{��/ } IRAFF/csr --- /T 1 E.1: ►� `\N-.nN r A� ' /' /'/y% ' /Y %' / `I` \ /\,� /' / /rv�'%\ \ 1 1 \ ( !r / / /: '------__-- \ ♦ rf ` \ �/' / \\ 1 Lr OF 10' VEPCD EAS A ffk/L./ PEP. ) �\ 1 O.B. 494 PG: 540 (TBV�) ��r } I f '\ ' 1 1 4�_ � \ i`VvJ^ i ^1- ; J / ; ', ' ', y, i l � ' i' ' `___ ` ` v// t / .C, � 1 \ 1 rTTi rT/y /•TfT \ }� I i 'i `\ f \ �- ` \ 1 1\ E Sr %RA/LL%T ) ? O } I ; i 'Ir\ 6 C V Al _iN 1 rrr/ rrre .rrr / rr�/ I I EX. IR4//CER % TITLE 0,AR6EL ONE \ K ND$ OFJ ;HAP LP / e eti 9 I 8 G 298 p PED TB 1 ' �I `rrti��hMP,y04600-00 00-10900 ' \ \ \ 1 mac. -; I GA: $76,929 S.F. 0 15.540 AC. M) \\ \ APPROX.' LOG: I I l \n \ ° 10' V£PCO EASEMENT I • \� O �i„"r 'Ti�x I 1 i `tLc. a I i �� EA: 15.558 AC (R) �TBV) \ \ so \ \ -- I �V% r \ i *LER (7BR) r L \ O.LI 494 PG 540 , <.LLr. `�V � \ APP,@9X. L 10 - Si /i-I--11,� �V\\ `', \\\ \ ---- € As 4W \ 1' I L{ I °PED (MR) F10CVEPCOEASEMENT •�>'i ' ~ f - f I` `I 1' \ r 'C�-r�'� - COV£y��f — �I D.B. 494 PG. 540 (TBVJ LOGS\I j d }% \ t f OF 10' I i I IRON PIPE FOUND1`' o I �' \ l D.B. 494 / i%B'%�----- O �- ` 001� 21 22 \J 2 ^ 28 \ \ \% '� 1%rV 'i 1 / \ \\ i i / -1 \ ry d - ` \ / 24 ` C ,// \� ` `> ' `` \ // \ t` r ; / / �`/ `\\ `. ){EX. TRA/LL'F j_4 RY ��Ta I 05 AROVE GRADE -- i / -NP IMMON AREA---------- JWNHOMES_ _ — - (ES SOY& - --- 558_ \ \ \ /✓ L23T 17 \ ` \ wed E BLOCK ✓=TEAKWOOD PHASE 2 r ``� ; \' i\,. \ / •\ `\ ', BL� K ✓�TEAKY¢'000 �HASE� �\� � � > �1�� I\ \ , - v \ �OREST LAKES; SOUTH,, '- - _ � KWOOC� PHAS `, \ FOREES j LAKES SOUTH DB 1642 PG' �'B3 \ FOREST `LAKES SOUTH D.B. 1642 PLz- J�3 ------ �Z ES VE ,COPES \ I r l \ ZQN/N '`RUO jPb4 m-0 WT DEVEiIJPME7Vif D.5. 1642 PG' 383 `, PUD UNIT DEVELOPMENT) USE.• SINGLE F' /LY RESIDENT/AL'``, rQN/NG•�PUD tRLANNED UNIT DLVEd O� ENT SYNOYE M/L DEN L h. ru/n`rn r-e�iuv nr•r/n r-e/ne/� r , l HATCH LEGEND MANAGEDSLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT - - - - - - - - - - - - - - - - - EASEMENT LINE CONCRETE CURB& _________ GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT + M� ACORN LIGHT ---�-- TYPICAL SIGN /A PARKING L -I COUNTS SPOT 7C51H4 OR 5764 ELEVATIONS MSANITARY LABEL tTM STORM # LABEL -------SL------- SANITARYSEWER LATERAL _-----_yy_-----_ UNDERGROUND WATER LINE _------E _-----_ UNDERGROUND ELECTRIC LINE _------0------_ UNDERGROUND GAS LINE -------OH _-----_ OVERHEAD WIRE _------T------_ UNDERGROUND TELEPHONE LINE _-----_C_-----_ UNDERGROUND CABLE LINE STORM SEWER _------5 _-----_ SANITARY SEWER MAIN HYDRANT /� (�S 1 SANITARY MANHOLE D) STORM MANHOLE y�M WATER ® METER WV WATER m VALVE El GAS VALVE ® GAS METER 30 15 7.5 0 30 1 "= 30' Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF Z V N YA R y .p Lic. No. 0402056625 1�� 01/10/2022 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 REVISION 1 - 01/10/22 , , 1 1 1 , I I 1 I a i n 1 1 I 1 I 1 I , I , IN NN --------------- \ \ ------------------------ �. __________ 266 f00 2669t00 ___ W--V-&-RTf Z9 --------- ff R/OHT-OF--WAY I ------- 9 P/BLTC ROAONAY (FO) 0029-002-135 �`-------_--________-I 1-------- hq `- '� �lp,l EEO.• 45 MPH 1-9 RCP - - - - -- uA — ASPHALT TRA/L I c� �COVER ____-__ Lv�R F/BER�1 A/iR'E72 ------- IN / 1 1 1 � 1 1 1 1 1 DEMOLITION NOTES: 1. ALTA/NSPS LAND TITLE SURVEY ENTITLED "RST DEVELOPMENT" PROVIDED BY: BOHLER 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 DATE: 08/05/2019 DATUM VCS NAD8312011 SOUTH ZONE ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS 2. ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS BASED ON ALBEMARLE COUNTY GIS. 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE ABANDONED IN ACCORDANCE WITH VDH POLICIES AND PROCEDURES. HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) DEMOLITION / REMOVAL LEGEND DEMOLITIONIREMOVAL NOTE TYPICAL NOTE TEXT - - - - - - - - - - - - - - - - - EASEMENT LINE CONCRETE CURB & - - - - - - - - GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT + h� ACORN LIGHT ---�-- TYPICAL SIGN /A X\ PARKING L COUNTS SPOT 7C51H4 OR 5764 ELEVATIONS MSANITARY LABEL tTM STORM # LABEL -------SL------- SANITARYSEWER LATERAL _-----_y/_-----_ UNDERGROUND WATER LINE _------E _-----_ UNDERGROUND ELECTRIC LINE _------0------_ UNDERGROUND GAS LINE -------ON ------_ OVERHEAD WIRE _------T------_ UNDERGROUND TELEPHONE LINE _-----_C_-----_ UNDERGROUND CABLE LINE STORM SEWER _-----_S _-----_ SANITARY SEWER MAIN HYDRANT (�S I SANITARY MANHOLE D) STORM MANHOLE NM WATER ® METER WV WATER m VALVE El GAS VALVE ® GAS METER z EE W W W CO z W C7 ZjZ(AU 0 Z W W z j W QI.gc9t=oE 2 W Zm J> Z 0 W 0 2<<z< zomwzFF 0zW<a 0of Q J W0 U) W Z Z d Q J d Q of J F U W H to REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I'•'� 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-204 30 15 7.5 0 30 1 "= 30' REVISION 1 - 01/10/22 0 / �v/ f(G� HEADSTONE, co P�0 i 9< LANDS N/F \ COMMONWEALTH OF IORG/N/A D 5 2063 PG 565 TMP. 04685-00-00-001DO- (/NG PUD (ILANNED UNIT DEVLIZOPMENT� uP USE VACANT '1113 a 14, o -I � •, /gyp �0 / A ARCHER A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 / / N>9 �HEAOSTONES g 'P , 2-HEAOSTONE VS FFE = 477.42 FFE = 481.17 GFE=476.75 GFE=480.50 FFE = 476.75 FFE = 480.50 GFE = 476.08 GFE = 479.83 FFE = 476.08 FFE = 479.83 GFE = 475.42 GFE = 479.17 FFE = 475.42 FFE = 479.17 GFE = 474.75 GFE = 478.50 FFE = 474.75 FFE = 478.50 GFE =474.08 GFE =477.83 FFE = 474.08 FFE = 477.83 GFE=473.42 GFE =477.17 29 FFE = 473.42 FFE = 477.17 GFE=472.75 GFE =476.50 AN A _ 00 - - • 7 1Q2-5. 10126'.24' (M) i I ,.f � 'a� IIIIII Illllllli uiiiiil �� iL�..til FFE = 481.42 GFE = 480.75 FFE = 480.75 GFE = 480.08 FFE = 480.08 GFE = 479.42 FFE = 479.42 GFE = 478.75 FFE = 478.75 GFE = 478.08 FFE = 478.08 GFE = 477.42 FFE = 47.42 GFE = 476.75 AS ND COMMON ND TO FOREST LAKES SO D.B 7467 PG 558 ZONING- PUD (PL4NNED UNIT DEVELOPMENT) USE. SINGLE FAMILY RESIDENT/AL SAN i BUILDING 4 FFE = 490.25 �� 2 BUILDING 3 \{ FFE = 490.25 \\ 151/ a -BUILDING 1 FFE = 487.50 L M FFE = 480.33 FFE = 480.17 GFE = 479.67 GFE = 479.50 FFE = 479.67 FFE = 479.50 GFE = 479.00 GFE = 478.83 FFE = 479.00 FFE = 478.83 GFE = 478.33 GFE = 478.17 FFE = 478.33 r FFE = 478.17 GFE = 477.67 GFE = 477.50 FFE = 477.67 FFE = 477.50 GFE = 477.00 GFE = 476.83 FFE = 477.00 FFE = 476.83 GFE = 476.33 GFE = 476.17 FFE = 476.33 FFE = 476.17 GFE = 475.67 GFE = 475.50 SAN � 0 BUILDING 2 FE = 487.50 LAN ' AY 1 FFE = 481.67 GFE = 481.00 FFE = 481.00 GFE = 480.33 FFE = 478.33 I GFE = 479.67 FFE = 479.67 GFE = 479.00 FFE = 479.00 GFE = 478.33 FFE = 478.33 GFE = 477.67 FFE = 477.67 GFE = 477.00 SAN 3 INVA LANDS N/F WOOD PROPERTY INVE*TMENT*,LLC D.B. 3878 PG 380 TMP.• 04600-00-00-028A1 ZONING R1 (IRE5129EA/4L) SE SINGLE FAMILY RESIDENT/AL ZON/7%4 R1 RES/L USE. SINGY RL LANDS N/F FRANCES BREEDEN SR/CKhEAD ANG 1 6 - dY/LLARD HOWARD 5R/CKHEA0 ICI FAM/L Y TRUST, ET AL W 8. 128 PG 719 TMP.- 04600-00-00-028✓0 ZONING- 11F1 (RESIDENTIAL) USE SINGLE FAM/L Y RESIDENTIAL U) U) � cWy00 C3 NrQ O OLTI �gornM �^ �o S65 54'00"W 1025.97' (R) COMMON AREA - LOT 17 S60055'54"W 1026.24' (M) LOCK ✓-TEAKWOOD PHASE 2 BLOCK ✓-TEAKWOOD PHASE 2 FOREST LAKES SOUTH F LAKES SOUTH D.B. 1642 PG 383 (PLANNED UNIT DEVELOPMENT ` D. > 42 PG 7 / LOT >8 ZONING.- PUD �PLA NED UNIT DE�ELOPMz-A USE \SINGLE FAM/L Y RES/DENT/AL USE. SINGLE FAM/L Y RES/ ENT/AL SLOCKI✓-TEAKWOOD PHA* 2 F EST LAKES SOUTH B 1642 PG. 383 ZONING- /0 (PLANNED UNIT DEVELO ENT USE. /NGLE FAM/L Y RESIDENT/AL \ \ HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY PROPOSED RECREATIONAL AREA PRESERVED SLOPES STANDARD DUTY ASPHALT PAVEMENT VEGETATIVE BUFFER MANAGED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) PAVEMENT MILL AND OVERLAY 60 30 15 0 60 1 °= 60' z EE W W W Z F 0 W Wz(W�>W JwQ=ww U)')Q<mC r7»maQz 00zW< zJU' zU)(L J d Z d J O O W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SSP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com vvv _.a.ALTH e.. R1'AN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER C-300 REVISION 1 - 01/10/22 I� / / 66 000 \ / GUR6 rSLOP SEVENT �• /I O.B. 4659:P6.o 4u / 26 \ Spl r� SEE INSET SHEET C-304 /P/V- /Nzi-T GPpQ00 OD Bono =47379 O>00000, 1Z / PROP. FULL MOVEMENT ACCESS 11 ��F �pr� Z / / � 1/ + / TEMPORWY��GSTRUOPON �y �� P 0 l(0) ENTR4�'I�"NT l9Nk6 �Q : \ o 68 PO.V / 0 0 l SP�P 1 PR . V, 4 / I O / 2661 too • f J00 Uogo CD 9 M Ut266000 a N / PROP."KEEP / / �00 RIGHT" SIGN (R4 \ / W / RBOX or / PROP ADARAMP v _\k,1� / /eJ\`O�� : �/ CG-12 (TYP.) c STM PSG NY /BF / OOP pQ' 000< o�/ ` � .PROP. "STOP" I? / SIGN (TYP.) o 10� / o� 00 0P In \0 / o o / � A N1 8# DN .0 CG-6 CURB Qg // ' /// SR �ye� g JPUU1 fu 0�5� 9 002'1 E �SEFoI °oZ HEADSTONE 01 pR�. ON\` PROP. RETAINING WALL MAX H: 6' F1 Teti � 11 VH,5405TONES STM 6 / / �HEAOSTONE o PROP. � FENCE s� v; PROP. o� FENCE Q N PROP. OQ \ CG-6 CURB 12 \ �O � BD� PEDESTRIAN � CONNECTION TO 20 I, S6, CEMETERY \ PROP. STAIRS 'R o ex_ \X\LA-Ls 7s� a5� MATC H L I N E— SHEET C-302 hll N16 BUILDING 4 FFE = 490.25 i -PRESERVED SLOPE DISTURBANCE: 185 SO. FT. CBE FIELD VERIFIED) PROP. CG-6 CURBJ 8 10 s. 9 tiA 0� :. \� 2,800 SF PLAZA PROP. ADA PARKING AND "ADA" SIGN (TYP.) 14 PROP ADA\RAM\CG-12 BUILDING 3 FIFE = 490.25 STM \ A-71 s a \ PROP ADA F CG-12 (TYP. 5F` � BSR 4' / AN P THE A-80 NAM GN (TYP.P �\ 99 LINE — SHEET C-303 Q i /"e S%.— J \ N ` \ o O \\ \\ \ LANDS N/F WO PROPERTY INVESTMENTS, L \\ \ 05. -7878 PG 380 4600-00-00-028A 1 \\ \ RI (RESIDENTIAL) USE FAMIL Y RESIDENT6 \ m \ G PRESERVED SLOPE \ \ DISTURBANCE: 180 SQ. FT. �l0 (TO BE FIELD VERIFIED) VOD \ \ o ,LODE PROP. y CURB CUT_ \ �j STM 163.05% \ PROP. RETAINING \ WALL MAX H: 6' f PRORGUARDRAIL \ 9 PRORGUARDRAIL \ I H 3 \ 0STM\ \ / A-23 \ 1\ ��// 1y�pJ 000 Inn 00 \ PROP. ROLL TOP CURB O O ^ ^ ^ n O O AT FIRE ACCES PROP. ROLL TOP CURB 0 C � ., 0 0 0 0 1 AT FIRE ACCES \ \ 0000000000..�.��_ - - J000 ^ 0 0 0 0 0 0 O O O O O C PROP. GRASS PAVER FIRE ACCESS 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 STM 0 0 000000 _ -600 0 0 0 O O O 4 PRESERVED SLOPE \ \ 00 0 DISTURBANCE: 840 SO. F �\ 0 . - :c TO BE FIELD VER FIED) \ 16 \ HATCH LEGEND PROP BUILDING (SEE ARCH DRAVVINGS) FUTURE PROPOSED RIGHT OF WAY PRESERVED SLOPES MANAGED SLOPES I 30 15 7.5 0 30 1 = 30' STANDARD DUTY ASPHALTPAVEMENT CONCRETE PAVEMENT PAVER PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) PAVEMENT MILL AND OVERLAY 3a � LU w a� W W z 1W W W z W�2w�m (7ZWLLIU 8N z� _U~�jW of g F W Q 2 W z o >zUw<np �o U)Z)2ij aQZQ aW z U 2 w z F I- how OU Z of Q F F O &Qm 0�0UUDa zOU< f) s o Q > F o O U zx wg H �& s �a .IS REVISIONS REV DATE COMMENT CXS' er 1 01/10/22 COUNTY COMMENTS MG/PM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SSP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA MOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com TH OF Z V N YA R 3' .p Lic. No. 0402056625 47 01/10/2022 �1� SHEET TITLE: SITE PLAN SHEET NUMBER: C-301 REVISION 1 - 01/10/22 i APPLICANT TO CLOSE EXISTING MEDIAN BREAK \ MATC H L I N E- SHEET C-301 / \ \ o PROP. STAIRS T j UP J/O✓97 - r \ �3 'S . 15'R a 2� b, / PROP.TRASH q CONTAINER �m PROP. RETAINING WALL MAX H:6' �' 1 20 / \` s. /•t` ,�p O°> O°> / / / • S�� J\VO O`'��PO �s ``- \ 5 R STOP" SIGN ry PROP. `, SITE LIGHT (TYP.) / t4 6 5 / ST °> _ / R / / 5 R STM PROP ADA RAMP ro CG-12 (TYP.) - AN > UTILITY '' jggOyE' ° - A qT A-50 ' COVER / . •a PROP. S� CG$ CURB \ oI 18, 24' 18' 18' 24' / 7 I III _ A � 13,700 SF ° RECREATIONAL AREA Ayi . \ V5 ` o�I �? > PROP. / o / W\ z I / "STOP"SIGN/yR / y, h� _ i' I lOD II PROP. IRS(T1'P) I / ��P') "STOP"SIGN 2q� PROP. TURN LANE o PROP. ET I I• a PROP. S. "STOP"SIGN "^- NAME SIGN 26' FUTURE PROP. RIGHT OF WAY �i PROP. STM PROP. _ "STOP'IS}ca,: �,R PR-KE i w ARCHER AVENUE RIGHT"S (R4-7) CGT'iCURB pRq�. (PRIVATE wI GE A SAN "S OP SIGN j STM `-' C 30 ( 20 O R 1 'o. J C C 10 RB ry P STM 29' 0 5 TYP.) HT" IGN � ,R 2O. I N. ARCNER AVE VUE RE) NFU PROP. LOCATION OF ENTRANCE TC ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 5 \\ PROP. 11) AND"AD I / PR6 CURB / EX. 20S4N ESMT EX 9' SANITARY / .y0 EX MN APPROX LOCATION PER AS-9UICT PROVIDED 9Y ROUDA9USI1, GALE & ASSOC, INC TITLED- ASHCAND TOWNHOUSES AS 9111V WATER hh< CINE AND SANITARY SEWER" ti9A)E9 1012911994 REVISED 0110911995 l I 10-CllBB-- W NSITION Z 2 ° - a STM - PROP ADA RAMP 7t5: PD 1 STM w CG-12 (TYP.) FE = 48142 e 3 3 G '�� I FFE = 481.17 FIE = 480.75 FFE = 477.42 70' GFE = 476.75 GFE = 480.50 HATCH LEGEND PRO KEEP (114-7) FFE = 480.75 QI. FFE = 476.75 FFE = 480.50 GFE = 480.08 GFE=476.08 GFE=479.879.83 i FFE=480.08 FFE = 476.08 FFE = 479.83 GFE = 479.42 GFE =475.42 GFE=479.17 T a a ULL MOVEMENT ACCESS g I W J ,,.t FFE = 479.42 FFE = 475.42 FFE = 479.17 S GFE = 478.75 I I m I GFE = 474.75 GFE = 478.50 c o -� 6 FFE = 478.75 _ = 08 = GFE - 478 478.50 FFE FFE = 474.75 T \ I I I I GFE = 474.08 GFE = 477.83 ' 1 1 g `� F' I ui Ia • 23' 24' 23' FFE =478.08 0 FFE = 474.08 FFE = 477.83 GFE = 477.42 GFE =477.17 el GFE = 473.42 . 1 Z I m I II I 10, 24' 23' STM C9 I STM D-21 FFE = 47.42 - FFE - 477.17 GFE = 476.75 I� _ I 473.42 P:: p - FFE � G r STM sl G3,900 SF P GFE = 472.75 GFE = 476.50 STM RK STM F-10 I STM STM 30 STM �9� l PROP. M. - EL X-F I SAN 20' _ DUMPS 4 A-30 f (TYP.) y ro STM I I -T l f, IE INLET / DUMPS - _ems XF-� / INV R/M _ I 5 --------�0'UFFER - -_ - ---�-- I ---------------- - - - -_ _ --- - 0 p00/ - `00 20' REAR BUILDING SETBACK _ I SAN OOj SOOT -OOI -20 Q o EX. BERM TO REMAIN o , \ \ CORNER � CORNER ON LINE 9" W009 FENCE C.� PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY MANAGED SLOPES TO REMAIN 447 L9' WOOD FE �EX. 8' 54NUNT STUB / PER COUNTY MAPS/ TO EXISTING MANHOLE STANDARD DUTY ASPHALT PAVEMENT o 8e CONCRETE PAVEMENT o " o PAVER PAVEMENT MILL AND OVERLAY 30 15 7.5 0 30 1 "= 30' F� $a Z _ W a8 W W Z F W U) iy W z W�2_wo m (7?wLULIU)>LLI $� 0O_z g F W Q 2 W Z o > Z 0 W 0 �o U)Z)2aQz1< aW Z (n W Z F H how z�p��D'� Q X Z d Q sa aQ of _ J ro 5)~ o� O zm W �a o REVISIONS REV DATE COMMENT CNECI(ED BY 1 01/10/22 1 COUNTY COMMENTS MG/PM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SSP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com ra-WH [ice F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: SITE PLAN SHEET NUMBER: C-302 REVISION 1 - 01/10/22 N 'LA 12 PEDESTRIAN 51 - CONNECTION TO CEMETERY R%2,ao0 SF PLAZA i�� MATCHLINE - SHEET C-301 ®0000 _rr[7 T5� PROP ADA RAMP cG-12 (TYP.) BUILDING 2 FFE = 487.50 PRESERVED SLOF DISTURBANCE : 840 SQ. F (TO BE FIELD VERTF E 1a' 26 w P DESIGNED BY OTHERS - .i -, s . , - - c •\ :.\ aJ 1 i a J - - 9' 18,400 SF • _ , POOL RECREATION s AREA -" J ,. \ ; . 41�r: - - \ PROP ADA ROMP A CG-12 P.) , W. J • J 4 J • , _ • , J STM ' ) 6 a a� °A-30 PROP. STREET °' STM 291' - N TY P.) A-20 7 20' �h > S- � N PRF1P, 10' (:I IRR 7 : (TYP.) ono >0• co TRANSITION PROP. 10' CURB TRANSITION CG-6 CURB w A RC F� ER AVENUE N "STOP" SIGN 1TM 1 S 33 W 7 STM (PRIVATE 28.3' A-31 2 L STM (NP.) PROP ADA RAMP s FFE = 481.42 FFE = 480.33 FFE = 480.17 70' GFE = 480.75 GFE = 479.67 GFE = 479.50 W W FFE = 480.75 FFE = 479.67 FFE = 479.50 GFE = 480.08 GFE = 479.00 GFE = 478.83 X �T FFE = 480.08 FFE = 479.00 1 1 1 FFE = 478.83 / GFE =479.42 GFE 478.33 r' GFE =478.17 Uj m z �< 17,000 SF RECREATION AREA J FFE = 479.42 FFE = 478.33 > FFE = 478.17 5 GFE = 478.75 GFE = 477.67 1 GFE = 477.50 D = g FFE = 478.75 FFE = 477.67 FFE = 477.50 d, m GFE = 478.08 GFE = 477.00 GFE = 476.83 Q23' 24' 23' 23' 24' FFE = 478.08 �. a FFE = 477.00 GFE = 477.42 GFE = 476.33 W FFE = 47.42 FFE = 476.33 GFE = 476.75 GFE = 475.67 STM D-30 p • 11,10 A-31 STM PROP. RETAINING WALL RECREATIO%AREA B-30 MAXH: 6' 20' REAR BUILDING SETBACK FFE = 476.83 GFE = 476.17 FFE = 476.17 GFE = 475.50 \ \. \ \\ \ LANDS N/F PETER A. ZOUL15 AND THERAPHLA ZOUL/S \\ \ D. B 650 PG 507 10 TMP.• 04600-00-00-029AO `\ \ ZONING- R1 (RESIDENTIAL) USE S/NGLE FAM/L Y RES/DSIVRAL \\ \ STM , 22 \\ \ `s \ ' F p I I � � I STM II I r A-2 PRO ICG URB >oR II I 6 II I 18' 2664` II I LANDS N/F _ PRANCES BREEDEN BR/CKHEAD AND I I W/[LARD HONARD SR/CKHEAD tipQ I FAM/L )' TRUST, ET AL INB. 129 PG 719 PROP. "STOP" SIGN (TYP.) II TMP.- 04600-00-00-028✓0 REP ADA RAMP I I ZONING.- R1 (RESIDENT/ALA ;G-12 (TYP) I US TM S/NGLE FAM/L Y RES/DENT/AL DA e S 10 CG-12 (TYP.) I I 50' ACCESS EASEMENT 163.5' E G°^ s� III I %I II NI i7 III of C) I n D F PROP. SITEI LIGH'I I IYP.) m v .ram III I 6' 18, 24' 18, I I I D I II I 23 23 I II I v I II I 23' 24' I I I II I I I I PROP. PROP. 20' X 40' CG-6CURB J MAINTENANCE SHED .I I I I Q FROPWARDRAIL S ge' I > A-33 II I PROP. T I 10 CG-6 CURB 20 • R T R ,- t (TYP.) y J 1� STM STMIGIR T I I Tom\ o wit I 40 YARD DUMPSTER I I STM I t - lot W STM STM • N hraoi ao a°ami ao1--44��o��i m oR 0 28.3' FFE = 481.67 GFE = 481.00 FFE = 481.00 GFE = 480.33 FFE = 478.33 GFE = 479.67 FFE = 479.67 GFE = 479.00 FFE = 479.00 GFE = 478.33 a's FFE = 478.33 GFE = 477.6767 FFE = 477.67 GFE = 477.00 COMMON AREA -X_ _ WOOD FENCE_ I 1 IRON P/PE FOUND 05'AB0kf GRADE O X X LOT 17 HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY PRESERVED SLOPES MANAGED SLOPES STANDARD DUTY ASPHALTPAVEMENT CONCRETE PAVEMENT v v 30 15 7.5 0 30 1 "= 30' PAVER PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) PAVEMENT MILL AND OVERLAY Z DJ W LU Z �0 W WzWWU� zwQ=�w U)Z)2<<CD Z r7»<aQz OZQQQF Z JU' ZLU U) Of J 3-�a J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SSP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com R1'AN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 ■ SHEET TITLE: SITE PLAN SHEET NUMBER: C-303 REVISION 1 - 01/10/22 CURB INLET PER G/S� o� EX. GRASS MEO/AN SOD LOD LOD�LAB�L LOD—LOD— \ \ LOD 2663t00 n SEWI VOLE TRAIL - U. S. RTE. 29 VARIABLE W/OTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC IFOAPIRr PER VBOT PRO✓ (FO) 0029-002-135 ASPNALT TRAIL TURN LANE EXTENSION CURB INLETR/M=47776 �%V�-4736f /NV 9=47T 5� m ASPHALT CRATE INLET R/M=47730 B017-01V=47530 CURB /NLc. -P ZOJ�tUU ti "I EX. GRASS MEDIAN LOD LOD LOD - LOD::: LDDm LOD: LOD LOO :LOD �-�LOI-- ..LDD ... I TAPER Am CONC RAMP 9 , -� zcxR, - R/M=47&36 BOTTOM-47, VAULT PROP. RIGHT TURN LANE 6FRONT BUILDING SETBACK HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY PAVER CO✓ER �g STANDARD DUTY ASPHALT PAVEMENT o CONCRETE - PAVEMENT v v VEGETATIVE BUFFER MANAGED SLOPES PAVEMENT MILL AND OVERLAY Z EE W W W rn Z W C7 ZjZ(AU 0 Z W W > W Z otc=LOm F W 2 EW Z >Z0LU0 ai022aQZQ 00<CL FI- OzQaa~O of J W 0 U) W Z Z aQ > a < of U W H co REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 COUNTY COMMENTS MGIPM f) Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SSP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com ra-WH [ice F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: SITE PLAN SHEET NUMBER: I C-304 I 30 15 7.5 0 30 O N ry W REVISION 1 - 01/10/22 LU z EE L W N Z W W W 0 UWW 0zWW0ofW F w Q U= w z of < Of InD... `\ ��J •1 1 1 1 `\ `\\ I 1 i, I I I i i `` (i 7 QQ Z Q 494 492 T 490 -------------- .. o iI1 .♦\\ \ ' 1 i �`�` - �````\\`\`\ `\ i % i i i I r / QQ Hid ' X •833♦ 46"W 1 ', i I '1, 1 _ __--' ,\ \ ', \1 \\_.I------------- 1 1 I I I I Q , J W Z \fig - G 487. d - OO Oy R8M) 1 1)I111, - '�ii♦` r``\`,\ \,\`\\ '1 i' it I I I 1 ♦ / a- -' ''• o o. o , \ ��. - '. .. r '` + •-±'n.Y sT = LOD_ 44 l-O -------- , W NO NO / 1 ' r 1 .44 -------- U) Oa D ________ 88 LOD ♦ 10+00 -1 0+50 482 / 482 - - 1 I I REVISIONS - I TRA I ' --------------- -'---------------- -------- - - ----------------------------- -------- -_ `♦ 1 1 1 1 1 \ 111 , \ ♦♦ \\ I ♦ ♦``♦ `\ 11 � , I I 1 ♦♦1 I 1 � 111 \ \ \ \ I 1 1 1 I 1 1 1 1 \ 111 \ li I \ \ 1 1 111 1 490 480 470 16+50 - 16+80.31 1 ATE, 29 47� I 1 , , I I , I r 1 I I I , I I I I ' , , 1 I I I 1 1 I 1 I I 1 1 , , I 1 \ I 1 , , 1 , I I I I E E I I I I _ ,"„----- - - - - - - - - ---- - - _ _ -' ---- 680' SIGHT SPEED --DESIGN DISTANCE LEFT IT 45 MPH ED:50 MPH -- ROR GRADE E GRADE (SURVEY) I OBJ I I I Er GRADE (G/S) I I I I 10+00 10+50 11+00 11+50 12-00 12+50 13+00 13+50 14+00 14+50 15,00 15+50 NORTHBOUND SEN/NOLE TR IL(RT29)AND ROADA SIGHTD/STANCE SCALE: 1 "= 50' HORIZONTAL 1 "= V VERTICAL 16+00 16-50 17-00 490 480 470 50 25 12.5 0 50 1 "= 50' ' REV DATE COMMENT cxECxE er 1 01/10/22 COUNTY COMMENTS MG/PM 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: STLD - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERP 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com _.a WH A-N. YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: SIGHT DISTANCE PLAN AND PROFILE SHEET NUMBER C-305 REVISION 1 - 01/10/22 470 460 A `7 1 i ___-- / 6* / OBJ 6*�z ------- -- 5+Si-- - -- \ ------------ ------------- I � \ -� \ ___ _To- - O - I - - - -STF % ( ------- -- z EE W W W (� Z W W 0 U, WW z W�Ow> �zWW0ofW zrc9o�m FW¢x wz > z U W 0 0 aiZ)2aQZQ O0Qczn�QwazF D_ Z CIL Jz JaZH- J a of ' U / W 1 I to I I I " I m I I REVISIONS ' REV DATE COMMENT cxECxE er 1 01/10/22 COUNTY COMMENTS MG/PM i------------ - --------------------- Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 50 25 12.5 0 50 1 "= 50' I 390 SIGHT DISTANCE RIGHT SPEED LIMIT: 35 MPH 0 11 5' SIGHT DISTANCE GHT FE I ESIGN SPEED: 35 MP SPEED LIMIT: 35 MP A DESIGN SPEED: 35 M PH EYE PIR mw I - - - - -- - -- - --- ---' -- --- - - - -- 77 \ EX. 6-R4,9i- PROP. BADE - - EX. GRADE (G/S) I I I I EX GRAD (SUR�EYJ EX. GRADE G/SJ I I 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ASHWOOD BL VD AND ROAD C SIGHT D/STANCE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 470 460 NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: STLD - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com r4-WH [ice F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: SIGHT DISTANCE PLAN AND PROFILE SHEET NUMBER C-306 REVISION 1 - 01/10/22 470 460 z EE W W W rn z W C7 Zjz(AU LU W H W 0 Z W W > W t=oEZm cI.g9Q 2 W >Z0LU0 v)Z)2< zU)2 W zFF 0zQQa~O 0<OW Woo z J O0 z) W z Z d Q > a < of U W I— tn REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I'•'� _ --------------------- __ 1 ` -------- --- ' ' ----- _- -_ -- LL. ix I I I oo� I , 11 1 O N ----- -- - Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. 50 25 12.5 0 50 1 "= 50' 0SIGHT DISTANCE RIGHT I SPEED LIMIT: 35 MPH OBJ E E DESIGN SPEED: 35 M PH "= I EX. GRADE URI�EYJ J EX GRADE (01S) I I I I I 10,00 10,50 11.00 11+50 12.00 12,50 13,00 13,50 14.00 14+50 ASHWOOD BL VD. AND ROAD C TURNLANES/GHTD/STANCE SCALE: 1%50' HORIZONTAL V= 5' VERTICAL NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: STLD - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES 470 I PROPOSED LOCATION 460 SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohleirEng.com TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: GHT DISTANCE PLAN AND PROFILE SHEET NUMBER: C-307 REVISION 1 - 01/10/22 COMMONWEAL TH OF IORG/NIA D. B 2069 PG 665 71VP. 04695-00-00-00100 ZONING. PUD (PLANNED UNIT DEVELOPMENT) USE VACANT l�l iA oW-Isl z z / 0 D \ o -- p � o Cn C)Id m .P ? I OD i.A 00 C \1 (0�Xvf JL_L LJJ LJ / ARCHER -::D A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 I� // HEADSTONE, N>9 '--�HEAOSTONES � g 'P , 2-HEADSTONE VS .\ i•i7�dI'IIII ?- "W 1 ASHLAND COMMON AREA ASHLAND TOWNHOMES FOREST LAKES SOUTH D.B 1467 PG 558 ZONING• PUD (PL4NNED UNIT DEVELOPMENT) USE. SINGLE FAMILY RESIDENTIAL �j 'L53% SA SAN 0 Z LANDS N/F WOOD PROPERTY INVESTYENTS,LLC D.B. 3879 PG 380 TiVP.• 04600-00-00-028A1 ZONING R7 (IRESIOENTIAL) USE SINGLE FAMILY RESIDENTIAL Pumper Fire Truck Overall Length 40.000ft Overall Width 8.167ft Overall Body Height 7.745ft Min Body Ground Clearance 0.656ft Track Width 8.167ft Lock -to -lock time 5.00s Max Wheel Angle 45.000 U z EE w w w rn z 5 Z j z Ww0 EA w10Ow5wW Z W W 2 zrc9�o�W5 m Fw¢x wz �>zUw<np <M< zU)2wzp: °zof<~0 Q J O0 U) w z z aQ > 3- < of U w H C0 REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 COUNTY COMMENTS MG/PM 1 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. /ANDS N/F NOT APPROVED FOR PETER A. ZOUL/S AND THERAPH/A ZOULIS 3 D.B. 650 PG 507 CONSTRUCTION 16.1 - TMP. 04600-00-00-028AO ZONING R1 RES/DENTIAL� THISDRAWINGDAPRSINTEN IS FOR MUNICIPAL DEDASA CONSTRUCTION RETHIS APPROVAL. IT E NOT INTENDED ASN CONSTRUCTION USE. S/NGLE FAMILY RESIDENTIAL DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 \ DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 -� CAD I.D.: TRCK-0 J o ; PROJECT' a / FINAL \ - SITE PLAN 157s / FOR \ RST RESIDENCES 1 ' LANDS NIF PROPOSED FRANCES BREEOEN BR/CKhEAO ANL LOCATION WILLARD HOWARD BRICKHEAO FAMILY TRUST, ET AL SEMIHWONOLE TRAIL WB. 128 PG 719 AND ASHWOOD BLVD.A2 TMP.- 04600-00-00-028✓0 CHLBEMA LECOUSVILLE, COUNTY, 1 T ALBEMARLE COUNTY, VA IIIII V 1 II I USE O NNGLE FAM� Y /RESIDENTIAL r_ LAN AY 1 B O H L E R I A r J fn N co Cn 0 � N Q OCO Q�rnni S65 54'00"W 1025.97' (R) COMMON AREA - - Lor i� S60°55'54"W 1026.24' (M) LOCK ✓-TEAKWOOD PHASE 2 BLOCK ✓-TEAKWOOD PHASE 2 FOREST LAKES SOUTH FOREST LAKES SOUTH D.B. 1642 PG 383 ZONING. VD (1LANNED UNIT DEVELOPMENT D.B. 1642 PG 383 / LOT >8 ZONING' PUD (PLANNED UNIT DEVELOPME/A USE• SINGLE FAM/L Y RES/DENT/AL USE' SINGLE FAMILY RES/ ENT/AL BLOCKI✓-TEAKWOOD PHA2 F EST LAKES SOUTH B 1642 PG. 3B3 ZONING' PU (PLANNED UNIT DEVELO ENT USE /NGLE FAY/L Y RES/DENT/AL 60 30 15 0 60 1 "= 60' 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: TRUCK MOVEMENT PLAN SHEET NUMBER C-308 REVISION 1 - 01/10/22 :8' SIDEWALK :8' PLANTING STRIP 11' TRAVELWAY :8' GRASS MEDIAN 11' TRAVELWAY :8' PLANTING STRIP :8' SIDEWALK 2'GUTTER 2'GUTTER CURB CURB ENTRANCE TO SEMINOLE TRAIL (U.S. ROUTE 29) CROSS SECTION TRAVELWAY A NOT TO SCALE LANDSCAPE] 9.5' SIDEWALK p11' TURN LANE 10' TRAVELWAY :8' GRASS MEDIAN 11' TRAVELWAY 1t5 p:5' OPEN SPACE 2' GUTTER 2' GUTTER PLANTING SIDEWALK & & STRIP CURB CURB ENTRANCE TO ASHWOOD BOULEVARD CROSS SECTION (WIDTH VARIES) ARCHER AVENUE NOT TO SCALE PLANTING STRIP :5' SIDEWALK I 11' TRAVELWAY IT TRAVELWAY B' PARALLEL PARKING 5SIDEWALK TOWNHOMES (WIDTH VARIES) T GUTTER 2 GUTTER :1.5' & & GRASS CURB CURB STRIP ARCHER AVENUE TYPICAL SECTION (RIGHT PARKIN NOT TO SCALE Z D_ W W W U) Z I--D_ W Z W H 0 W> ozwww>w ZY(9~p0_U) F W Q 2 W Z -J>ZOWWO Z) of < of 'm (D P: zU))2wQZF 0zaQQ~O Q J 00 W Z Z o Q > o J Of U W H U) REVISIONS REV I DATE COMMENT 1 1 01/10/22 1 COUNTY COMMENTS I ...� 0 Know What's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPALAND/OR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SDP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA BOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com R1'AN YAU ER Lie. No. 0402056625 01/10/2022 SHEET TITLE: 8' PARALLEL PARKING 1T TRAVELWAY 1 T TRAVELWAY 10' PLANTING STRIP 6 SIDEWALK TOWNHOMES 2' GUTTER 2 GUTTER RA TYPICAL & & GRASS CURB CURB STRIP STREET ARCHER AVENUE TYPICAL SECTION (LEFT PARKING) SECTIONS NOT TO SCALE SHEET NUMBER: C-309 REVISION 1 - 01/10/22 - ______ \- - - - - - - ` \ - __________________ ______________________ , ___ _ -- ________________'_---- ------ - _ — - --_ _ __- ______ - - ", ..o / ; L / � N „0 .. � TC 48 . � TC 490.01 C 489.34 \y� � ` \ \ \ \\) � � 1 II I I `\•, � \ \ \ `, ♦I. a'Y . �'�.:::`'"` ,7�0 , r � _:� _ �� G 490.25 �s� TC 490. I I I h � � �` , , � I , , , - \ \ DING 0� _ �•-_� H�Ub/UNL �� ` 1 416 0 1 I i \. ` `, , \ , `` `� \` `` r -A� FFE = 490.25 '5�..' _ ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007------------ - I ,------ " , z EE W W W CO Z W C7 ZjZ(AU z W�Ow� 0 Z U, W > W Z otc=LOEzm Fw¢w J> Z 0 W 0 2<<z< zWmUJz_FI— zzQaa~O Q J W 0 U) W Z Z d Q J o Q of J F U W H to REVISIONS REV DATE COMMENT FNic. BY 1 01/10/22 COUNTY COMMENTS MG/PM 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: GDP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES ��Mn �� PROPOSED LOCATION fi OWN AND ASHWOOD BLVD. IS ALBEMARLE COUNTY, VA MEN ®A) ��'I ►r[ar�i�tr��i7:RLl��197+T�=��\ iiw f�-e,n:;r•e�lNo , HATCH LEGEND , , I MANAGED SLOPES I , , , I I , PRESERVED SLOPES I 1 , I \ , 1 PRESERVED SLOPE DISTURBANCE 1 , ONLY IN AREAS FOUND TO BE LESS TEEP WITH DATA FROM A FIELD RUN I I I SURVEY) I , , I I I fl I I I i 1 60 30 15 0 60 r 1 "= 60' 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: OVERALL GRADING PLAN SHEET NUMBER: C-400 REVISION 1 - 01/10/22 r , IN - IN IN IN 00 */. IN SEE INSEFSHEET \ \ I ♦\ U-qU4 IN IN IN IN I I IN NNINNIN' IN IN IN I IN 66 NIN IN IN or -\ \ i B91{B 4d3'79- \ `♦ ` o SQP �, ' '`♦ j i v IN IN IN i 1 II \JIN I IN I ~ P 1, ♦ ;' f' ,{ / r /', / TEAiJ?ORARY. / /' , ♦ ` ♦ ``�'', l �i �, 1 P ' Ayes \ `, ``'`� D 8�i 9 P i ♦ T' 00'IN IN IN � \ \ OF --- _ IN I IN IN --------------- 4836111 0157FI8g�1G ♦ 488 TC 488.33 IN IN, oll 1 1 , - / / � -- -------' - g0 _ \ A - ----------- / HP TC 490.25 ---- ---� -/ Gf/��)��,�00�9; 0 °301.03 TW=BW 498.66 �0/F JDO, f OR PFIVO E45EYENT `z\PROP. RETAINING r / MALL MAX H: E-, ; P ��' ;� \ OB 466 PG 491 (J-9!'J TW 501.61 / , , BW 495.73 _-- ------- ' � / a'' \\`♦ o o"" '50371--___ ,% Nth \\ -_ r - -- -- -----_ `` 1 P ' TW 497.00IN 0 G489.35 '' ( ,_'- - - o /------ '♦ i TW 503.02 BW 492.00 -62. _ r I q - ` \\\\,,V99 ,e '\` ♦� y04 TC 489.38 , ' / o� ,\ � 5B4 G469.41 � ------------------------ o xt ; n '50Z9f- 10 �`. `♦\ \ TIN CDC MATCHEX 496.25 . (On � O 50083 ------------------ -------------`._ o O G498.49 , WA:TCHLINE SHEET C-402------ ________ i HP - TC 489.56 __.'----- BUILDINJG 4 FIFE 0.25 / II I I' ; / �l G 490.25 / TC 490.11 I G 486.56 1 1 1 IN 1 IN / \ I IN IN \57 � IN ,1 `�`. \ \ \ IN \ \ \ \ -- 18.92 OQ - - - - - - - - - h 0 \ \ \ TC. IN IN �� 1,.`IN v I �\`♦ iI{I��O� HP-TCr _ I 89.74TC 490.23 =- tl PROP -A A-PA��Ki190.00 i - G 490.25 H'-TC490.05♦ `♦:\ `, BUILDING 3 \ i `♦, �FIFE �,r_ __ �* N =490,25 \ ;' IN, r � BIN 41 r , 489.65 / TW 489.01 r ggg,7g / STM r ; T I i � I r r I \ / r r r � I , / / IN IN IN IN IN, ` . ------- -- IN IN\ +a4¢zr, -- ---- -- \ o - \ -- -------------------------- IN\ IN IN \\ �IN SL I IN I IN \ 1` IN`IN \IN, \ ` \ \ '`I ``� '`I \ \` `C♦` I \ \ \ 1IN IN Zk4NP.S N%fI \ Ph�PE11I XrV!/ES�I 7. J878 )P0 380 1F600I 00=00-D284; a ` IN Rt, (RE.S1QENZ1AZ \FAAY R2WZA( \\` \ \IN l0 ♦ , IN IN G ` IN Twa7l.as IEb) r 1 O SWOP a7S � � I 2:1 i II IN ♦ TW 483.20 p . RE AINING N \` \ 5. BW 477.20 WAX r A H?6' f � TIN477.05 I ' BIN 471.11 (LP-TC 482.95 iI IN 1 , 1 Twaea.00 1 TW 478.00 � ', TC 483.73 I I , 1 , 1 ---- I I 1 ` ' I TC 486 r IN STM __- LP-TC4 MATC H L I N E- SHEET 1 \5 G 487.50 i \ P RVED SLOPE,, ` DIMRBANC SQ. FT. -, --- (T0B[ FIEL E 3a z 8 w a8 w W U z F 2 W Wz W�(zw5;LU m ;zwLU $� z QCO ~ g ~W= WZ o >zUW<np �o ai��aQZQ aW zU2WZp: how OZOf< &Qm O CIL J(D�U)Q'z Q G Z U d Qmc sa 3- Qof=J J ro IS O zm H �& s �a o REVISIONS REV DATE COMMENT CxECxeD er 1 01/10/22 COUNTY COMMENTS MGIPM 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: GDP-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF Z V N YA R y .p C. N0. 0402056625 Q. HATCH LEGEND �0,�. 01/10/2022 ``spiv G MANAGED SLOPES SS�ONA1-�� PRESERVED SLOPES SHEET TITLE: ((PRESERVED SLOPE DISTURBANCE TEAS FOUND TO BE LESS EEPIWITH DATA FROM A FIELD RUN SURVEY) GRADING PLAN SHEET NUMBER: C-401 30 15 7.5 0 30 1^=30' REVISION 1 - 01/10/22 � 1 ' 1 / I \ /00 , I 1 , I 1 1 1 1 , 1, i \`O , , , , , , , , , I 1 1 ' I I I I I , I , I , 1 , I , I I I I I 1 k` 10. � A\ � 1 1 ,, o ` V,4�y \\1469.41 Comvo 11 E7[ %f -------------- 063� > \ TM� 045. 5-cq �' � USE • (d ROO\ IS 1 ' REaF I a2 ABDVE I APPLICANT TO CLOSE EXISTING MEDIAN BREAK , .69.29p o I ` 1 PROP. TUR'N`LANE FUTURE PROP. RIGHT dF y A o� , 1 , 1 , 1 VOy 66.2 \ VENUFRO v, E;_,,,�,� 4 ; PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 1 1 1 -- '1 1 1 1 1 1 1 1 I _ � 1 I 1 , i ■ i MATCHLINE - SHEET 83_________ - I I 1 1 1 1 1 1 1 '� .1FLlf - - ---- 3�3. `,- - / _� ■ II \ % ,ram � •� / \��' , 56 11I1 i I I I I I TIC 482.35 \\ STM I L EVE 1 Rm a � ' I �� q1b ' i 1p0 II I II \ I ' 772, J S FAfll,l�,;fI'��'' 1 E,\SEME�J7 II 'I 1 1 I vpu z:Agoal. `i I. b ' 6 1 "D q�R�Urq dET4(TISN $YS7k`M Im `�W1711 ISOLA Q o - I 1 1 1 1 Iry IUG V� I� O 1 P ` 20' PUB I I IMAGE ; �® ',EA3 MENT O - 1 11 1 \ � I si , 1 STM i \ I I L I I q °p'� I � I - I I J /NZ ET U. 62 0 / 1 h 1111 I I1f\ -- ----- ...� /NNZ I/N0EX. BERM TO REMAIN i 0 EX. 6"SANITARY \ •� �" '`•j 9 EX MH / APPROX LOCATION PER AS -BUILT \ PROVIDED BY.- ROUDABUSH, GAZE & ASSOC, INC \ T111 ASHZAND TOYINHOUSES AS DUIZT X47ER \ DATED 1012911994 RfW51,9ITO7% 911995\ \ \ , , , , , / T `II I III i ' / 477.42 FIFE =,481.17 ' _' ' ? 481.42 ,'GFE = 476.75 / GFE = 480.50 ,_ ' ` =I 480.75 -- y-,FIFE = 47O45 9 `\ FIFE = 48U = 480a08 a \ --- GFE = 416.08 _ GFE = 479.8- ; � T/ i , D W 8/ -FEE = 476.08' ' FFE = 479.�,3 = 480.0 GFE = 4i5.42 , i GFE = 479.17 i W = 479.� / i m, �\ FIFE 2475.42 - - _ FIFE = 47$.47 \\ ' f�79.421 GFE = 4' 4.75 y478.7� ` QFE = 478.5d` W I -'-FFE = 474.'/t9 I FIFE= 4�8.50 = j5 478. GFE` 474.08\, GFE = 4�.83 m Z ---- ---- ----1q - --------- --}� �I 1 , = 478.b84E:44:Q8 FE=477.83 `GPE4k477.42 =47717 1 1 'EFE�73o42 \ 1 FF = 477.17 'i = 47;42 �4`7?\ 5`\` `.\ �`, 1 GF = 476.50 ; = 47Q.75 STM 1 ROP. STM IN .) 1 m y ® 1 N •' L , -� r LP -RIM 474.82 47.75 i °° �4 IW 1026. 4' Q� ...........I7 OO��OOI� I ;------- , , HATCH LEGEND MANAGED SLOPES 30 15 7.5 0 30 1 "= 30' Sf FI i� LU Z as w a` LU W N Sj LLJ z UF W W w I Z ZWZU�mL H ZyWUW ZrCD� W o U FWQ2�WZ g[ J>ZULLI cap on Z)2aQzQ O02aZ~_� p` I- ZJU' U of Q 0 Z U W Q J o Q of _ J O W S` LU 4 o. REVISIONS REV DATE COMMENT z CNECM 1 01/10/22 COUNTY COMMENTS MGI Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: GDP-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF L Z V N YA R y .p Lic. No. 0402056625 0% 01/10/2022 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-402 REVISION 1 - 01/10/22 _---' I VVIVIVCVIR CEMETERY I / C4 TC 490.17 - TC 487 p E'' r�r•" ATCH ---- p ELDING 1 ' ' rt-TC I . 490.00-- _-- _ ' ' ------ RC1 '`. HP-TC 486.09/ �- -----__ - -- LP - TC 4' LP -TC 487.42 ; - _, HP- �' TC 487.25 ------------------- --- ------------------ TC 487.43- ' G 487.50 TC 48.43 G ___ -`---- ' LP-TC 486.73 % � G487.50 / ,__- �-------'" / - - TC 487.30 / \ PROP. TAINI �H -TC 487.50 __ , I DESI --„ ; P ETA I ING WALL ESI NED B; OTHE 48B wI / ------- w - \ , / -------- �/ / ----------- � \ 1 \ \ 1 1 w / \ I / - J HP - TC 483.38 �` TC 481.09 % / ; I ,� / % i `I TC 479.96 G 479.54 Wvv/iTr i m / W W , G 482.76=-�W i 1 I G11 I W W ! ' G 481.77 , , , ��W_W RTAA ' \ SHEET N , :MX 1 , \` 1 , 1 I, \ I , , , 1 , I I ' I I ' ��.13UILDING2- i S ' FFE = a87.50 / A 0 , / P ' _P-TC 487.10 - \ \ TC 487.61 71 / T / 3478.91 V �' r_ FFEF 481.42 GFE-,480.75 i / ' ; ' / ; ; ; FEE =80./ ' / 4FE 479,87 i r ------- '-,FFE = 480.1 GFE=4 0 FFE - 480.75 ' / / ' : ' E 479,1.67 , i `"EFE - 490.,50 GFE = 480<08 / ; ,/ /� ,GFE = 479.00' � GFE a 478.83`- 1 T / i FFE 47,9�00/ ' i FFE ? 480.08 i / GFE,1= 479. % /' , ( /' % ' I I i ' GF,E F 4j8.83 /FFE ' / 478.6 - 79.42i i i i i // l % /' i i FFE r ; / / ' - FFE i 4,78.1 , /GFE 478.7� i i 1 I i ( / / /' GF=477.67! GFE\-'14 7 0', , ---- --- - 1 ' FFE=478.j'5 i i 1 'i ` / I i / f IFFE'=417.6y / d�`O _ A- =`tib70 GF 478.08 ' ' '1 I, 1 i / I i / / ( GF /77.0' kFE ` -_"-, I 1 1 ' 1 , 1 1 1 ` \ 1 I / ' / FFE=478.t18 1 1 , 1 \ 1 1 1 1 1 I FFEI-47,7.00J , / ;' FF 476�3 1 1 1 I , G♦�E=477.A2 I 1 1 1 1 1 '1 ` `\ � 1 1 1 1 I 1 ' I I iGFE'=41.6.3 / ( / -_476.1`� ` \` If `• I I I 1 FE-47'42 1 1 I 1 1 1 1 1 1 1 1 ', 1 1 1 1 I' I 1 I I , ', ,, 1 1 `, 1 Fft,'-076,33/ (' 1, 1 1 ` \FFE=47a17\\ `\ 1 1 1 FE = 47g{� 75 ' Y' I 1 1 1 ' .� q15 ` '1 ' 1 1 1 1 11 1 ' i ' ' GFE`F 45. 7 ` ` ` , I I C 1 \ 1 / /, / ` \ GF1==47 0\ -PROP. STM tl S S I ROP, \ RETAIN `.. \ "001 -001- l-------------- i ■ I BW 457.40 BW 468.72 TyY 467.46 D T , TW 45551 i �' 11 O BW 450.38 1 BW 467.00 R, I ,�1r/✓{`^��v\� `\1 CID -CIC I I \ \ \ GFE = 48'1,Q0 5 F : 481.00` PFE - 80.33 \` FFE \ \ FCFE= , \ GFE _ FFEk 478.33 GFE=47767___, '---FF-E=A77. - _ GFE = 477.00 I _ 1 I 1 '1 1 I FT. I PROP. &M INLET , , I I TC 485.0E 1� i \� C7 Z W W W Z 1z 20 W Z5 W W If--) U) U C7?W Wz5: F W Q E 0 W U) Z) < <n rn7m QZ \ \ Z W Z FOZ QUWQ ZQ U OU)jO_JpWQ dnZa \ J D \ > J \ \� 55 O W l \ \ LANDS NR P,�FTE"R A. I Z041L/S i9N0 1�ERAVIA ZOl71� ` \ D'S.. 650 P6'\ 507 \ \ TMf d 600i00-M-028A0 \ �`, � 1`, N G.•�', R�\ (RESIQENT/ALf'� \ ``�' i , FATLY RgIDENIWL \ REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS 1 I N 1 1 I I 1 \ / , 1 \ I � 1 , 1 1 \ \ 1 1 •___________- , 1 1 1 `. 1 J `------------------------ I _ - - 1 1 i *4JL55 \ \ 1 ' i----------- ` `• It 1 S M '� A-Y1 1 / , ` OP. STM MH (TYP..j --------------------- I LANDS N/F ---- -- -- - "- ---W01 BREEDEN BR/CKHEAD AND HQ�ARD BR/CKHEAQ i I FAMILY 7,?6(5T, ET AL W9.. 128',PO 719 I ' 1 4,60.• 04600-OQ-00-028✓Q rc482.57 ZONh\VG.• R1 (lES/DENT/AL) G 481.90 USE- S/NOLE FAUIVI RES/DEN{r/AL / SY I I TC 482.06 I 11 I I •ST I , se I II II I II II II I II II I ; 'I II II II II II II `-- I 1 II II II II I I II m i ` ', II iI II li II II I li I m I , II II II II II II I II � cl) cn (D Co 0o ` � f� 1 II II II I II iiD '1 !I II II II II i! III `sT n u I u u I I I � II II II I I II II I II I ', !I II II !I I II I II I , II II II �� II I II II ; II II II �i II II I II � � I II II II it II \I VAUL`f1:PR OP.±80,000OF II II II II UNDERGROUND II �� li II II II DETENT1pN SYSTEM II II II II WITH ISO TOR LROW I I ! I I I I I I I I I I I I \ �! II II II II II II I II II. v % ' I I II I I I I II I I I II I' 10'SWM FACILITY \ ` � ', EASEMENT / 1, II II II II II II II I ' I ' II it II I RbP. 20, x 4 II MAIKENANC'� SHED II II II it I �I II II II II II `\ 7c474.a6 II �� II II I I C 475.48 1 \ STM I I I I I I TC 476.04 GO I I II Ili I RD DU STER I LP - TC 474.72 \ 1 " IRON P/PE \� 0..5' ABODE GRADE \ SE1 NT -- pp 4001 ` - - HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) 30 15 7.5 0 30 1 "= 30' \_0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: GDP-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com Of OF Z V N YA R y .p Lic. No. 0402056625 ��A 01/10/2022 �1�� `S'S/ONAI.E�G� SHEET TITLE: GRADING PLAN SHEET NUMBER C-403 REVISION 1 - 01/10/22 gs cp ' W Eq I ` �_ `__ ---___ _ SEM/�!/OLETi4�N� - USA RT,29 --- - �- -- ----- -- `---------_ �, �' ;' �� ; = W W ' ```��_ --- -------------- �, , /IIII , ` `\_ '`I I /p I . _________-______-______________________________ I III I i' \ `\ 'I ' v z � Z U) U o~ , ` 1 V J ---------------------------------------------------------------_ —%;� ----- `.` `, --- I '1 I J !/4R/4BLE WIDTH R/GHT—OF—W4Y --- _ --------------------- ---------- I / - - ----- 'III ; - \ W C7 LU W UO Of W I CUR6 ASPHALT PAVED PUBLIC ROADWAY \ '----------- --------- — — — --- -- — — — — — — --------------_ -- I / ; / `,` --- _ — Z Z H W L� --- CdR� /NLE_T_PERG/S__''-------------------------------------------------------- __------- 1 \ J i zUw�p gLL --------------------------------------------------------- U)Z)2aQz< I ou 41- ------ mij z U) U) it ' 8 7 --_______ _ 0 � W z lY d - 0 1 rt J dQ of 2 ........... d:c;:::::v::: �, J F r ..t- o u ....................................................... nj— m—n nm— zr... .......y — - - w ... . ff! -- < `f[....-._::. `.:......... _::( :' 2S55tDD ,.z4. .......... .::::r .::::.::(::: .:r:::: .:: 65$J47D:. �; ..: :. ..LOD _ - ' ' / -- ........... c..__..,._L...._ .. ........ ____ ..o:: 2s58t0D I 2s59f00 2ssOf00 2ss1t001 2ss V~j o ....................... J-i ......... ._-_.' ..... _ om LOB - �- I - < ........................... 0 _________ ______ ,,,, ss TA PROP`LEFTTURN LANtr=XTENSION ----- - - ----- ------ -- - - - - - - - ---- - IL jUm-S;-A < I(-------------------------------------------- ------------------- --------------------- _ ----------- - -------------------------- ------------------ ------ - - /- - ` --___ -"- - - ----------- ----------_'-----------------------------------------------c--- -- --- ----- - - ----- AS ar/RB,INLET r _ -� - ----- _ ---s -- -- ---� -- ---- ----------- ----------- --------- - . - r' R/V-47z76 \` ,'�� _ ------- z------------- ---f/ -------- ------------- - - _ - "_-�------- Y-- - F W T 0 /GH vaaia BLE W Tb� WAY C RDAD , r __ +fl PNALT P D PURL/ I V `r \ f REVISIONS .......................... /NV B=473•i �\ LOD LOD - LOD-- LOD.�'.- .COD:: :COD-�i�i+LOD+'++•L OQ:::. .::. .::: LOU.'-.LSif7 IrL.... �k6U... :.LOB LOO�rnnwLODw�r+rr+�LQP:::' LOD .: r� . ...- .. ... .... .... .... I \ \ t I � 1 ,- j ` \ \ ; :._....-�:.:-:-:� -� ..... ....... ...... ..... 482... -__ _____________ - _______ - - REV DATE COMMENT ORAw i ,82 I\ o tii='� \\ o - m - 1 01/10/22 COUNTY COMMENTS MG/ i 17 ) Aj M— -------- M------------- '-- G480.85 ' �` , ' ¢n ss ' .�. , •-?� \ _ — 482 ___ 'H _____ 'N M M! M�—M 482 M M M M _ M M LQD — __—_'-___ __ N �9oda " M /'� — --- _PRQf'=RIfiIFTFUiRIWLA{HEE \i-________ r ,'' j_ �______ _- \<------ __- ---- 1 --- _ -- -------------- — — — — ` ` `` V\ 1 -- - - - - , 4 cn I '---- / 7 ��u FRON - _ --------------- 0 490 -----------------------------------------`` , TEXN2L - , ----------------- 5' b1LQl� ACK ' '- ARY CONSTR✓Ci/0,1/ \ \ \\ ir ENTR ____1 I!OOT �(Df,OQ29 D2-1.7 i _ A A 1 A - 1 ___ 11 I' � ' ` ,� _Oy- \ - n - ' i \\I \111 , '— ___ / \ G - '\ 'I ; F�<' hoc '\ \\\ r III 1 c �s � -T9E �________- _ '; HP-TC 489.40 Ilk - - =---------------------- \ — — - -- - - --- -------------------------- I \ � I � I I � I ----------- 2ssltDa --- - - - - � — 2ss�DD 2ss*oD ___---------------- ----------24a ---- -------- ----- — - ------------- I--------------- -- SEM/ O E T-U.-&-RTf, -29- - - ------------------------ _ - — - --- - �L9R1.9BLE W /GHT—OF—W,4Y-----------" ""' � ____ --- ' ASP/!A\ P D BLLC ROADWAY i --- ---- _ --- - _ --- --- -- . -- - - - -1 Lai ....... --- -- -- - - - \61 —M M G 480.85 LOD D ------ _ __-''" ----- _i ___ --- - ---_ cam- _ � -11 O � �------- ' -- r Z---- 7 I \ �- - ' - + G 487.55 Dm uJ I I I I I I I 495 0 - ;.8.... -- =r--------= asa - - Knowwhat's I)eIDW. Call before you dig. 495 i ALWAYS CALL 811 It's fast. It's free. It's the law. DGE----HP-TC 490.44 HP-TC 489.56 \'TC 489 NOT APPROVED FOR i `- - - 489 CONSTRUCTION S � G488.9P I1 THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY \ REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION - ----- `\ `, DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: GDP -0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com PI OF L z V N YA R y .p Lic. No. 0402056625 HATCH LEGEND A 01/10/2022 MANAGED SLOPES s`S�ONAL F'�G SHEET TITLE: GRADING PLAN SHEET NUMBER: C-404 30 15 7.5 0 30 1^=30' REVISION 1 - 01/10/22 I E, of' ° v m� S� STM � -10 - STM • q S80 QTRA �� LANDS N/F COMMONWEALTH OF VIRG/N/A D.B. 2063 PG 665 TMP.• 04685-00-00-OOIDO PUD (PLANNED UNIT DEVELOPMENT) USE- VACANT xa m o OD a > O ��> > 7L \omA � w =I �0 C3 7 nL' O. L3 s ARCHER A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 / S ?0 s Any' SAN A-10 SAN A- APPROX. LOC. f OF VEPCO EASZMENT 06 466 PG 491 (7, SAN _ S S S AS AND COMMO<f4 ND TOWNHFORESAKESST L D.B. 1467 PG 558 ZONING- PUD (PLANNED UNIT DEVELOPMENT) USE- S/NGLE FAM/L Y RES/DENT/AL LANDS N/F WOOD PROPERTY INVESTMENTS,LLC D.B. 3878 PG 380 TMP.• 04600-00-00-028A1 SZEO. NIG•MRESDA/ITZT,NSSEENALINGA LANDS N/F PETER A. 70UL/5 AND THEN D.B. 6.50 PG 5L 4600-00-00- ZON RI (RES/L USE. S/NG�z�;FAM/L Y RL LA, I FRANCES 81?EEDEN 8RICKHEAD AND WILLARD HOWARD BR/CKHEAD FAMILY TRUST, ET AL W8. 128 PG 719 TMP.• 04600-00-00-028✓0 ZONING.- R1 (RES/DENT/AL) AUSE. S/NGLE FAM/LY RES/DENT/AL p II I' =1I I I"IRON PIPE F01 INV —ten; � 110.1�-�oT►�" COMMON AREA �CK ✓-TEAKWOOD PHASE 2 FOREST LAKES SOUTH D.B. 1642 PG. 383 V 29 (PLANNED UNIT DEVELOPMENT \S/NGLE FAMILY RES/DENT/AL I LOT 18 6L0CKI✓-T,51KW0019 \ FLI4EST LAKES S L� B. 1642 PG. J 0.5' "W GRADE - - — LOT 17 BLOCK ✓-TEAKWOOD PHASE 2 FDLAKES SOUTH � D. 1 42 PG. 383 / \ \ 20N/NG.• PUD (PLANNED UNIT ,9ZVELOPMEN7% PHAS 2USE- SINGLE FAM/LY RES/PENT/AL \ OUTH / 383 HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) UTILITY LEGEND EXISTLNG N07E TYPICAL NOTE TEXT PROPOSED NOTE SA1V SANITARY SAN LABEL # STM STORM ST LABEL # SL SANITARY SEWER �L LATERAL W UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE G. UNDERGROUND 0 GAS LINE ON OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE C UNDERGROUND C CABLE LINE STORM _ - - - - - - - - - SEWER _c SANITARY S SEWER MAIN HYDRANT SANITARY O MANHOLE STORM i MANHOLE O` WATER METER WATER • VALVE GAS ❑ VALVE GAS METER TYPICAL END SECTION P HEADWALL OR �OR� ENDWALL YARD O INLET CURB INLET O CLEAN O OUT ELECTRIC O -1 MANHOLE OT TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL ® MONITORING WELL TEST YY PIT 60 30 15 0 60 1 "= 60' LU Z W W W Z �� W Wz2WWz2 ZrCWJt=per J �WQ= W coZ)Q<mC co (OmaQZ O"<a J Z �o_ J d U) z LU LU J O U W REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: UTP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com _.a.ALTH A- R1'AN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 SHEET TITLE: OVERALL UTILITY PLAN SHEET NUMBER C-500 REVISION 1 - 01/10/22 I' N/ / ' 0066 �00 / Z SEE INSET SHEET C-504 / CURB INLET oo / 00 907TOM-47379 266� � 15"RCP a00 � � F / 0 90 / ikpp 0I0/ p��PR f / / > GO CT TO EX. PROP. 12 / / p / / R45::::i' WATERLINE "X12"TEE '�•: (3) 12" GV PRESERVED SLOPE M 0 DISTURBANCE: 185 SQ. FT. fi k OBE FIELD VERIFIED) .G PROP. "KEEP / 0, RIGHT SIGN(R4-7) R. STM INLET (TYP.) / 1 BOX / w k00 o/ O \ O° 4.;.. ' PROP. STr• Z c/ 1,.001zov ^:°ry \ I ET (TYP.) 01 PROP. 12"X6"TEE +� 12" GV (1) 6„ GV / (TBR) -Op O _. .;� "• « STM � �pQ O°� uP,y • e Rg0�0g JP0�1 / � ��pp�1 0l!0pp5E�'Egpp29�(1p2 V' f0) J0 /y BUILDING 3 APPROX. LOG: PROP. RETAINING W a !\ PIPE = 490.25 LP 0" I jOF kFPCO EASEMENT WALL MAX H: 6' D.R. 466 PG 491 (TBV) O O O �� •" -•\ S 70 g Z W <B W Lu Z F O' WUS z W12wW m ZO>KWW�;W 8N Z_ W Q ~ o_ g F W Q Ix W Z o -j W cn Q � o U)Z)2aQZQ aw Z (n g LU Z F H how OZWQFF0 &Qm 0�UUUD'U Z Q07 W <& Q Z a Q a� o Q of > F o O LU U zx wm s �a o� REVISIONS REV DATE COMMENT CxECxeD er 1 01/10/22 COUNTY COMMENTS MG/PM % HATCH LEGEND c+ Nm a MANAGED SLOPES \ PRESERVED SLOPES 1 PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS \ TEEP WITH DATA FROM A FIELD RUN SURVEY) UTILITY LEGEND EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE , \ SAN SANITARY SAN LABEL # \ STM e STORM $T Know. what's below. LABEL C311 before you dig. ALWAYS CALL 811 SL SANITARY SEWER eL \ LATERAL It's fast. It's free. It's the law. UNDERGROUND W \ WATER LINE NOT APPROVED FOR LANDS N/F UNDERGROUND \ wo PROPERTYLNt/ESTMENTS,LL0 E ELECTRIC LINE E CONSTRUCTION .8° J878 PG 380 TMP. 4800-00-00-028A1 G UNDERGROUND D THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY R1 (RESLDENTIALJ GAS LINE REV EW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. USE.- FAMLL Y RESLDENTIAL Oy OVERHEAD OH \ WIRE PROJECT NO.: V192076 ` DRAWN BY: MEG / PM ` T UNDERGROUND T CHECKED BY: RTY TELEPHONE LINE DATE: 09/30/2021 CAD I.D.: UTP-0 c UNDERGROUND C CABLE LINE PROJECT: — - SEWER FINAL cS SEWEAITARR M IN 3 SITE PLAN y HYDRANT YJ FOR F PRESERVEDSLOPE O SANITARY O MANHOLE DISTURBANCE : 180 S0. FT. /VO (TO BE FIELD VERIFIED) LpD O STORM I I RST RESIDENCES 00/ 0 MANHOLE 101 O�1 0WM WATER 0 \ METER PROPOSED WV WATER • LOCATION VALVE \ NOLE TRAIL GAS ❑ AND SIHWOO BLVD. \ VALVE CHARLOTTESVILLE, VA22911 q- \ GAS ® ALBEMARLE COUNTY, VA METER PROP. RETAINING H TYPICAL END B O H L E R �� WALL MAX H: 6' \ SECTION \ ) 01 H EN WALLDWALL OR �� I STM \ \ YID 9100 ARBORETUM PKWY, SUITE 360 ) 00 INLET RICHM80482 OND, INII3236 ®•\ PROP. WATERPhone: � METER PROP. RETAINING � \ � CURB pd ( ) \\ <ti. ATM ^R # WALL MAX H: 6' \ O CLEAN INLET VA@BohlerEng.com `` H C/0 PVC SAN LAT I - OUT TOF ELECTRIC O _ M MANHOLE C m BUILDING 4 \.. • yv A- PROP. 12" X 6" CROSS 6" PVC SAN LAT A-2., Z FFE = 490.25 / � \ 0 i � x TELEPHONE , MANHOLE O V N YA R y PROP. SAN MH (TYP.) Q _ % \ Ee ELECTRIC EB .0 Lic. No. 0402056625 3 SS AN �:. 0 0 0 O BOX '9LfpO •�`� \ i A-60 * PROP. FIRE O O O O O O O O O \ ��iC� 01 /10/2022 HYDRANT 0000 0 0 0 0 0 0 0 0 ELECTRIC d \ g \ 000000000000000c �� ` S 00000000000000000 \ PEDESTAL 0 \moo 000 b�0000000000000000o s`S�ONALEt, < 0000000000000000000 \ O° s 00000000000000 \ SHEET TITLE: o\ ` STM ... ...... �, ao O 'PpA A-60 0 0 0 0 0 O O O O < ;•'.:.. - PRESERVED SLOPES 1 ® MONITORING OP. 12"X6"TF� ®TOO ."'a +" DISTURBANCE:840 SO. FT. WELL rn zo I / (2) 16" GGGV :e•. C SAN LAT ' (TO BE FIELD VERIFIED) TEST z ,.y., .. g / • CI .•�,1 -...\ PIT UTILITY PLAN 1 y gj•a_ c� STM \�:. y UP JO✓97+;: # ) 1 \ \ ` SHEET NUMBER: MATC H L I N E- SHEET C-502 MATC H L I N E- SHEET C-503 C-501 \\\ \\\ .i.'; ..:'~u'.. J.'.��'�.. ••,.. �:� . \ •� \\� \\\ 30 15 7.5 0 30 1"=30' REVISION 1 - 01/10/22 EM:A:T::C::HL1NE - SHEET OUP OJ97 k C-50 j J. z Z EE 4 W W Z W(7wU W ~� 9U BERM TO REMAIN z W wJU j ngQ2J(n mij z U) (n7�QQZ W +4 .47 8'WOODFEN OUz<QF o #6J65 \ SS o EX 8 SAN STUB 5 z 0 Z) of o PER COUNTY MAP 0 W N > pQ / SAN CIO / A-10 \ / 4 SA L / / \ ,�C1 ` ! PROP. RETAINING EX. 20S4N ESMT / / WALL MAX H: 6' / S Op> EX B" SAN/TARP o moo= / Q."" EX MH c'/APPROX COCAAON PER AS-BU/LT PROVIDED BY ROUDA9011 GALE & ASSOC, INC T/TLED- ASHIAND TOWNHOUSES AS BULCT WATER \QSP CONE AND S4N/TARY SEWER" LANO5 N F$� -° • DATED 10/2B/1994 RENSED Ol/09/1995 COMMONWEALTH Cr VIRGIN/A o D.B. 2063 P 665 �° / s/ sr4 o> MP.• 046206J P 0665 / HATCH LEGEND PUD (PLANNED UN/T 0p,01 �NT� OP. STM INLET (TYP / STM MANAGED SLOPES "P USE.• VACANT I _ .. -64. 1g RCP o > 9 oo> 1/2" REB4R AN PRESERVED SLOPES 5\! 0.2' ABONE G I ° • ';•; A-50 _ : PRESERVED SLOPE DISTURBANCE d `.. COVER • ® / M IN IN AREAS FOUND TO BE LESS a m ° - a•, . - STEEP WITH DATA FROM A FIELD RUN > o _ 9, ; • ! SURVEY) 6" SAN LAT APPLICANT TO CLOSE EXISTING MEDIAN BREAK 'O y� /�\ / ••a• 6" PVC SAN LAT 0 1 � SS o\QS o M� / . CIO J!♦` �:' o S \ PROP. FIRE ♦ ♦ .:. HYDRANT o A-01 s 1 o W 16, I I S / N� •• •° ! STM / / STM T +`• �. O of C-20 C-21 + PROP. TURN LANE a ro I 5 12"X6" TEE 12" GV I J I • ,p. • PROP. (2) 12- X 6" TEE PROP 12" GV FUTURE PROP. RIGHT OF WAY o X6 TE — + 5 ROP. (2)12" " ♦ E (2)12" GV W �2� 6" GV STM PROP. 22.5 Q- %5 (2 12" V ■/�_ (2) 6" GV N :_: p: C-41 WATER FITTING �e f �Q / (2; 6" GV � V I - yy • � U yy W V4 7 °Y I W W "" `V, PROP. 12"X6" TEE `z 1 SAN 5 STM P. 22 (�j � g" GV A-40 / C-30 T �' PROP. WATER PROP. WATER r PROR WATER METER P. EP I 1 I V`I C-10 METER METER —� e ". PROP. FIRE a - -7) °p.12 e `e: •: •-;- a HYDRANT U o PROP. 11.25° WATER FITTING C-40 j II r 5 PROP ."KEEP < 1.0 I ' II RIGHT" SIGN (R4-7) i::'i: O° j� jl II ER AaCN A VENLJE FAT E) ,� ;I < ( 1R I Q ;► I� I� .I I; �:: M a. . *7" 10'SWMFACILITY Ij Ij Ij II II EASEMENT II 11 11 II I' I I II II Ij v, S j� II I II II I a ��'' 1 I II II II II Ij I m PROP. LOCATION OF ENTRANCE TO l I li it ii ii ii I rn ADJACENT DEVELOPMENT CF • ° VAULT 2: PROP. t 2Q000 u± UNDERGROUND II II I I II I cn 1500007 DETENTION SYSTEMD WITH ZMA20APPROVEWITH ISOLATOR ROW - v it II II Ij -jl,. I "' •' •p: STM 1 m II II II II e I II II STM cai: I o II STM IL II G- t ^ 18" P � I ® STM — 18" STM - STM EASEMENT 20' PUBLIC DRAINAGE a F-10 'QCP STM D-30 PROP. STM INLET (TYP.) o o I 16"RCP ® � IIIt — `•. I — STM J� I X-F I SAN PROP MH (TYP.) " I A-30 8"DIP SAN S S S S S— �'o` •-: o I o P>ETNCET ® S S�S S S S S XTF I - Ji 1?/0=46562— INV=459 12 SEE INSET THIS HEET .. o o�p0�� I I PROP. 8" SA — 20' REAR BUILDING SETBACK I`0 0 p0� � opt` _ DR3�SP U O W LU TO EXISTING MANHOLE 00 REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS UTILITY LEGEND EXISTING A107F TYPICAL NOTE TEXT PROPOSED NOTE SANITARY SAN LABEL # STORM T LABEL SL SANITARYSEWER eL LATERAL W UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE G UNDERGROUND G GAS LINE OH OVERHEAD �H WIRE T UNDERGROUND T TELEPHONE LINE G UNDERGROUND C CABLE LINE - - - STORM SEWER _ SANITARY S SEWER MAIN HYDRANT SANITARY O MANHOLE STORM i MANHOLE , WATER METER WATER • VALVE GAS ❑ VALVE GAS METER f TYPICAL END SECTION HEADWALL OR �OR� ENDWALL YARD O INLET CURB INLET CJ CLEAN o OUT ELECTRIC O MANHOLE TELEPHONE O MANHOLE ELECTRIC EB BOX ELECTRIC EP PEDESTAL ® MONITORING WELL TEST Y PIT SAN / 007 �OOI /N, A-20 9 / / O �007 0 ' g ASHI-40 COMMON^AREA 30 1s z6 0 30 _ \'I ASHL 4Nq TOWNHOMES 1 "- 30' Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: UTR-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH OF Z V N YA R Jw .p Lic. No. 0402056625 10- 0A 01/10/2022 �`S' , NAL ECG SHEET TITLE: UTILITY PLAN SHEET NUMBER C-502 REVISION 1 - 01/10/22 MATCHLINE — SHEET C-501 cy- OP. 12"X6"T F Q "a•.::% !W6 """ GV I"J yt •'.e 8±• CSAN LAT �1J 6 RQP \ • '6 5'_ •' PROP. 22.5 ° 4_ :� / •.a: oWATERFITTIN.17 STM ss N 4.1 J•. f. L' �s � / .. • , ' .� •.. J - �1 � �' � STM STM STM 4 .J, cb S pi y G OqIi a i•'.,.J • L.• 4. STM y J. J. ,:. a • 1 J P Uj`,PROP. RETAINING WALL DESIGNED BY OTHER .•J _ J,� •• \ -6' • SAN LAT RETAINING WALL: ""+ : r. . + ' DESIGNED BY OTHERS <J • 6" PVC SA �J'�!;-, � .• ..'u:��;F, '..3: a- •- ..{•. PROP. 12"X6"CROS ik vi ..,.' .•� r•a •' 'r'•:�, PRORWATER� \ \\ 4. W i 1' T R �: ' METER TC \.\\ " Z i e r tJ. J.• r: r ♦ J J . 4 wb . i ,_•y J• p •J. ♦ f !J •J �4. < •J:' �` .aid ." _. .. �' Av : .. _ ..... .. J - Q PROP. 12"X6"TEE �<� .g• •'"%'t. 'a •. •: •:.,. <y '�.♦ '. •sew• ROP. (2) 12" X 6" TEE 2 12" GV ��1�6"GV . : +"._ -. :... •. ,.. '.. .. �. i (2) 12" GV :: 2 6 GV ) PROP. (2)12"X6"TE PROP. (2)12" X 6" TEE (2) 12" C ((2) 12" GV (2) 6" C (23 6" GV r1■ —W W W ++ vv W W W W W W W� PROP. 12"X6" TEE STM (2) 12" GV A-33 STt\ (1) 6" GV PROP. STM INLET TYP. A-3 STM /// D-30 PROP. STM INLET (TYP.) — ® N r A31 S—SASS , S S -PROR WATER• METER PROP. RETAINING WALL MAA1T: 6' 18"RCP 20' REAR BUILDING SETBACK i PROP. 12"X6"TEE•i (2) 12" GV (1) 6" GV PROP FIRE '^ HYDRANT I A� PROP. 45 ° WATER FITTING ROP. WATER ' ..a METER a` e PRESERVED SLOPE DISTURBANCE: 840 SQ. FT. (TO BE FIELD VERIFIED) —PROP. 22.5 ° 24" RCP 0 WATER FITTING ROP. 12"X12"TEE �PI?12 (V12"X6'TEE 8"DIPSAN I S S S S S Z 0 PROP. STM INLET 000 r 1 I I � I STM MH TYP. PROP. 12" W/L W— t21V'RCP J II II II II II I m I II II II II I� o II II II I I m I II II II II II II II II II II o II II II II I� z II II II II II I m I II II II II II II II II I � II II II II II I � I II II LAI II II F I II II II II I� ST I I II II II II I� I VAULT I: PROP.±80,000 CF II II II II II UNDERGROUND DETENTION SYSTEM II II II II II WITH SOLAiOR ROW I I II II II II I� I 10' SWM FACILITY II II II II EASEMENT II II II II II I II �I I I � I I I II jI I it i I I II �I II II II II II II I I II II II II II II STM STM B-10 G- II II I I II I I II jl II II II II II II _ STM I I I I I -I G II II II II II of I II I — SIM Qe" CP— I —JL— JL— II I III 24�' RCP --ml _ 00100T 'oT— aoi� DRAINAGE EASEMENT _ _ 00> 3E X _X_ XX X _ I " IRON PIPE FOUND 0.5'A90W GRADE HATCH LEGEND J MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM AFIELD RUN SURVEY) UTILITY LEGEND EXIS7/NG N07E TYPICAL NOTE TEXT PROPOSED NOTE FSANJ SANITARY SAN LABEL # SIM STORM e LABEL # SL SANITARY SEWER eL LATERAL 0 UNDERGROUND y/ WATER LINE E UNDERGROUND E ELECTRIC LINE UNDERGROUND G GAS LINE — — — — — — — — 0// OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE �. UNDERGROUND C CABLE LINE — — — — — — — — — — STORM _ — — — — — — — — — SEWER S SANITARY S SEWER MAIN � HYDRANT � O SANITARY O O MANHOLE 0 STORM i Oa MANHOLE ®M WATER 0 METER WV m WATER • VALVE ❑ GAS VALVE ® GAS METER TYPICAL END SECTION 01 HEADWALL OR �OR� ENDWALL O YARD O INLET LJ CURB INLET O CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX ❑ELECTRIC EP EP ❑ PEDESTAL MONITORING WELL TEST Y PIT 30 15 7.5 0 30 1 "= 30' CD z E L W LU z F� W WzWW� F W Q 2 W U) Z) Q D in CD (n7<QQz Ozo,< z J(.9Of aU) z a J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: UTP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com _]a.ALTH e.. F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 _J SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-503 REVISION 1 - 01/10/22 SEMI VOLE TRAIL - U,S. RTE. 29 VARIABLE WOTH RIGHT--OF—WAY CURB INLET PER G/S ASPHALT PAVED PUBLIC RO PWr 2W. (A'I:':. ...:.:.:::`.::::.:....::. ......... `: .:::i-::::i::::::dGS6#Or7:....:..:::�\�. \... ......................... ......................................................... ... ......:r....'.:r.r: 266�f00 2-% SEMINOLE T IL - U.S, f �/4RI99LE WI ASPHALT P &GHT--OF—WAY D PUBLIC R0A014AY pr �gr8 0 0 _ 15 _c Ri ,o S7GN/NFFA c /3'QOp � G` A L'OVER CBE T Z --Im -- < .t Y V c / gym:. MARKER LOD LOD Lo -PROP. LEFT TURN LANE EXTENSION CURB IMET R1M=47776 A A=4d361 1NV 9=47T 5 S/ZE — UNKNOK'N >5' RCP = / GRATE INLET RIM=47730 901TOM=47530 c Oy ss]l� R � 9 N27-14'53"E — — �2s.ee'iRs>wl 266jf00 / 6 FRONT BUILDING SETBACK s 9pG',51� �GCT l 26 CURB INLET PER G/S U Z UJ W W LLI W Z5 W zlZow2 Z zW H O W> �WW��W - zwcDEolU F W Q 2 W Z J > zU W n O of Q� _ in 'D mZ)2<<z<Z nWZ_F25O zQ _8T202� QQO mij cl. VAULT oT � GRATE INLET XNr-,fWo�v RIM=47B36B0TT0M=475.\ SEMINOLE T IL- U. S, f 'TE. Z C) g 3- z a �/AR/ABLE Wl TH RIOHT—OF—WAY T > ASPHALT P 0 PUBLIC ROAOYIAY y U r W ...................... . ..... nu ou o0 ...r. ......_.::::::LOD .. ............ .. ..... ... .. .. ... .......... ............ /p > RCP — — m �\ M M M M M M M! MGM �M M M M M M M C C C c— ! ) c CR OVER I REVISIONS PROP. RIGHT TURN LANE EXTENSION =E CSC—giph�pHp /3RGo72 F/ MARKER Di �C CSC SIGN %YF G/'-I'lz"r V / REV DATE COMMENT CH � c .TRH 1 01/10/22 COUNTY COMMENTS M A FF Obi F FRONT BUILDING SETBACK 1 `OOI----- OOT�OOT� 0 _ TEMTR RARY CONSTRUCTION lu I m �ENCE EASEMENT 0 � m —ON VOOoQI �FOJ 0029-35 -ie—` I >_ >_ 1_ 1_ 1_ 1_ 1_ 1_ —�Gq �ON- sYX_y �,p SOH 833 38'48"W G.o 100.02'1 WIN) J i� AROp 0 0 o ysG o ■ N nn HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) 30 15 7.5 0 30 1"= 30' r� 71.. m UTILITY LEGEND 26 CURB INLET PER G/S U Z UJ W W LLI W Z5 W zlZow2 Z zW H O W> �WW��W - zwcDEolU F W Q 2 W Z J > zU W n O of Q� _ in 'D mZ)2<<z<Z nWZ_F25O zQ _8T202� QQO mij cl. VAULT oT � GRATE INLET XNr-,fWo�v RIM=47B36B0TT0M=475.\ SEMINOLE T IL- U. S, f 'TE. Z C) g 3- z a �/AR/ABLE Wl TH RIOHT—OF—WAY T > ASPHALT P 0 PUBLIC ROAOYIAY y U r W ...................... . ..... nu ou o0 ...r. ......_.::::::LOD .. ............ .. ..... ... .. .. ... .......... ............ /p > RCP — — m �\ M M M M M M M! MGM �M M M M M M M C C C c— ! ) c CR OVER I REVISIONS PROP. RIGHT TURN LANE EXTENSION =E CSC—giph�pHp /3RGo72 F/ MARKER Di �C CSC SIGN %YF G/'-I'lz"r V / REV DATE COMMENT CH � c .TRH 1 01/10/22 COUNTY COMMENTS M A FF Obi F FRONT BUILDING SETBACK 1 `OOI----- OOT�OOT� 0 _ TEMTR RARY CONSTRUCTION lu I m �ENCE EASEMENT 0 � m —ON VOOoQI �FOJ 0029-35 -ie—` I >_ >_ 1_ 1_ 1_ 1_ 1_ 1_ —�Gq �ON- sYX_y �,p SOH 833 38'48"W G.o 100.02'1 WIN) J i� AROp 0 0 o ysG o ■ N nn HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN SURVEY) 30 15 7.5 0 30 1"= 30' r� 71.. m UTILITY LEGEND EX/STING N07F TYPICAL NOTE TEXT PROPOSED NOTE SAN SANITARY SAN LABEL # STM STORM e LABEL # SL SANITARYSEWER e� LATERAL yi UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE G UNDERGROUND G GAS LINE DN OVERHEAD OH WIRE T UNDERGROUND T TELEPHONE LINE C UNDERGROUND C CABLE LINE STORM SEWER _5 SANITARY G SEWER MAIN HYDRANT SANITARY O MANHOLE STORM i O\ I\ MANHOLE � WATER METER WATER • VALVE J GAS ❑ VALVE GAS METER TYPICAL END SECTION HEADWALL OR �OR� ENDWALL YARD O INLET CURB INLET CLEAN O OUT ELECTRIC O - MANHOLE TELEPHONE O MANHOLE ELECTRIC EB BOX ELECTRIC EP PEDESTAL ® MONITORING WELL TEST YY PIT Know what's below. Ca beforeyoudig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: UTP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com _j LTH t�INIL F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-504 REVISION 1 - 01/10/22 / , ' ; /I / /' / 11 I LEGEND / ; % / �vvvvvvvvvvvvvti EXISTING DRIP LINE TO BE REMOVED 11 " / / /' / / I I / ' / 11 I EXISTING DRIP LINE TO REMAIN l // ,' I 1,\ ` ` `\ \ ', "-, `\ \ CLOD Loo- LIMITS OF DISTURBANCE \ \ , , '`\ -xx xx- SUPER SILT FENCE \ \ `\ �,, r\ I TREE PROTECTION FENCE ��,;; \ -----__ i , \ ,____ `\ \1 1\ \ CONSTRUCTION FENCE \` \ \ `�• TREE TAG LABEL \\ \. -`- ,�. III� _\ r ., / , EXISTING EVERGREEN AND : / �, \'\ DECIDUOUS TREES TO BE REMOVED ,; '=j �;ml��\ 0 ----------------------------- �; ;;X! // \--_-_ o EXISTING EVERGREEN AND �= %: ' DECIDUOUS TREES TO REMAIN - mm " "' / �i� ro Iri- / a /( - _ S �7 ---- _ _ -- --_-_` --- - \ \ \ - ----------------- / /�o� / 1 1 _ / /, , / G' - ^x 11%- -`_ ;1:%, -- _ / '` \ _ ' ;/ ems/' \ JT i ' ",f .l, - _ 11 \ / / /, \ ;Il= // - el j TREE INVENTORY TABLE � E y 1 /. '/ - \ / \j/ \ 11 1 \'I, \\ `i :\� - �`. _------- --- I ; ( / 1 \ `\` i o / - / / \ I i / i `� ` \ ` \ \ --- � I - . /f/11 - , / / / / \ 11 / __ - k_ / / -/ I / -r 11 /, ,y \ � \``1 t / \\ \ ` `\ \ ` ♦\\ \\ / i / -(- l- / %.*, I 1x \ -( \ I \ \ , \ .490 i T `ry ` ` N "` \ `\ \ `\ \ `\ \ , , / / " 0, ""t'---I1, "\'---' j ` ; p\ i. ' `\ o\ ` ` \\ \ `\ \` `\ \ \ `\ i , , Ii `, / Tom' //V'% 6 " �'' \ _ -- � \, ` `11`\1 \ `_in \` \\`\ \`` ``` \\\` \ \\\\ \\` ; i I\ -1 I ----iI'')- .,,, }� ',',\ \ 1K i " - \ I \ \ I I 1 '\ ` \ 'I \ '\ \` \`\ \ \ \\ ,1 � \,\ ``\`, ` ``'`` I '\ J // I \\ /i \ \ \ I \ \ I ',\ \\ \ \ \ 1 I I \ I , J , / I/ \ \ I \\ i i I \ 1 ` , / I `I \ \ `I \ `\ `I ; I \ `\ ' , \ `I `I \ �� ; , 1 I I I I I\\\ I I I `, \ I; `\ \ I \ 11 {, "%i' �nJ-/- /^ J,�/ "�✓(� ' 1 -- 1 1' � i , 1 I ' % / '' i ; ; I, O \\I I`\\ `\ ,\ ' .'' ' I` I` `' ``\ \\ /' /, �� / )~-iry,` / ON' \ SO \``1"3\/ 1' �'\I'' �.--, `W✓ , �.. \ Y / , , i /' / , \/ I` `I `\ 1 I I 1 \ ' 1 ,' -t '_I SOON / `'fie ) `il v i ' i I \ \ I '`I '`I `\ i ; ; ' ' '' i 'i I' k / , - `, , , __ __ / ' +. , � -- I 1 I ,,X /,/ (^ I i I / I r \ ``` ` \ I I I I IJ ' 1 I \ . 1 1 \ / \� l X I{ I - I {,�,/ Q I ' I ; i ; i ` ``, `\ \ , \ 1 rI I i ; ' ' ` Po , \ ` �{\ _ - / { _ -S / , IA( ( / ' yc\ /,1 , ✓A I ,'\ ' / , I I I ``\ `I I` ` I 1 I i i i `\ l ' / �- y�/ -.� i;' i 1 o c -I `\ vv / r ' r ; 7 i ' \ ' '' 'I 'I ` ` \ I I I I 1 i II \\ \ `\ ' / / , I -�J `\\\ `�� / I .rJ Y/"r(''- / Y i `r l i .. r�=, _. , O I \ I , I_- \ \ \ \ I , , `\ { , \ , \ I I I 11 I\ , \ ` I I I 1 I` ` \ \ I \ , I I 1 I I I,,, I- II I I 1 \ i i \ ` , - \`, 1` \ `, I 1 , ` `I `I \ \ , : / I 1, �''i ` ,I' _ \ r) ` , ; ; ; ; �, ' (l I �- - - `I \ `I `I ; It ,` I` \ , 11 1 1 IT , Q 4 111 ` I p - \-, % `( / ; , ; , , i L - `-- \`, \`, `\ , \ `, `, `, `I \ `, 'I 'I 'I N 9- z W aS W W S� Z I- O_' W ig -9 Wz WIJ-wIZ�m C7z LLu W(n>W 8N z_�UHn D_D) N miF W Q 2 W z o J>zU W(nU �o yj?� Q Q Z Q a W zU)2WZ-� how 0 z W Q F F O &90 Q Z d Q sa a �, Q J ro U ~ o� -2 H �& to O 58 „a oK m T REVISIONS REV DATE COMMENT nUMW CNECI(ED BY 1 01/10/22 COUNTY COMMENTS MG/PM RTY 0 \\` `\ 1 /�-'i-- I , / I ,,,' : % ,' \ ``_ -`� `\ \ i %\ i i } i '1 I +. ; i - �nl i.l , 1 \ --- \` `\` \\ \ I1 1\ ,1 I \ I1 I `\` ` ` "%' /`, ` \`'` , ', / / / - ', %' I / l } i ) ), / ' ; r I `--- \ '1 I\ \ `\\ `\ ` `I `I\ ` \` \\\ ____---- TREE SURVEY PERFORMED ON JUNE 9TH, 2021 BY ISA CERTIFIED ARBORIST Know what's below. Call before you dig. ALWAYS CALL 811 ( , \ ' ' I { ' ,y / } 1\ _ ' \ `\ \ , ` \ ` ` ` ` ` , \ NICHOLAS T. GEORGAS (MA-5061A) �; / o y / } ,i y \ \ ` `` _ _ It's fast. It's free. It's the law. ` \ \ l , , . .� , �� { / (, / -� I ? 1 SP -- ( 1-11 , \ `a . e ``_` O II \\\ \\ I \I I \ I\ \I \\ I ` `\ \\ HANDHELD GP$ UTILIZED TO COLLECT LOCATION POINTS WITH ACCURACY OF \ 1 \ `,\ ---, I , ' /i , , , ,' ' - _____ _ 1_ __ __ _ '` ' N,, \ I 1 ['� , I \ \ ` I \ \ \ I \\ I \ ' I i i '' _ \\ I _ __ _ < / � -I ,-f , I, f�_ l \ I \ \ I \ \ I \ \ \ \ \ / / 5-12' REPORTED UNDERNEATH TREE CANOPY "1 \ \ \` '' , / , ' ' `--------------- -YN- - ` �� "t"r"� �'' / '^ X = ' • " ' ' ``.,-- ` ` _` \ '` `\ , \ , `, , ` \ \ , , , \ `I I `I \ ``\\ / ` `` \ - - \\ l' I , , ' i I / // i ' ---__ - ��_ ` ✓L- yY�^ )-1_rvv,,, ' " 'Y/ i/ �^^, ; I� l ` `\ �`_ _ - \ . ` \` \ 1\ I \I I\ II \\ \I \ I\\ \\ I\ \\ ,\_____, / _-- �- \ Y ; r , \`( �'-x-\-.>,, `?` _- - \ `\ \I` \I \` \`; \ ',� ` GENERAL TREE PROTECTION NOTES NOT APPROVED FOR `\\ ","- I `\ I � I _ I \ 1 : , / , , , _ _i , \ Y ,',\'' : 'J' a-, \ ` �" ' _ = r �%r " -,1 - 1' \ \ \ \ �j\ - , \ \ \ `I `\ ` ` `\ \ ` ` ` ' , _ // I / I ...! - \ `I _ \\:',``; ` CONSTRUCTION ' `�`\ \I ` , ', 1 1 i ' I / / i \ r ,y� , � 1 x,' t ` `+. \ \ I �,�X-.n - \ III \I\ 1 ` `\ I 1. PRIOR TO ANY LAND DISTURBANCE, PROTECTIVE BARRIERS, SUCH AS SUPER 111111111111111 / 1 ' I 1 \ \ \ �Ia------(-ft--- , i i / } 1 `r\, \ `I �, n.�::J4 I \ 1 `\ \`, `, -` \\\\,`\ `\ ,` ,`�� -' / I% / \ \ 498"""`W'' / IA / /J-," 7 { \ \ y/ T �.J �`I \ ` SILT FENCE A, WELDED WIRE FENCE SHALL BE ERECTED ALONG THE TREE TNIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY / 1y ^ c�p `�! '\Z , ` �/. \'\ \-\`,\\\, �'--- PRESERVATION AREA OF ANY TREE, OR ALONG THE LIMITS OF CLEARING AND REVIEWAND APPROVAL. IT IS NOT INTENDED ASA CONSTRUCTION `, O\, \\ II/ \ I Vr\ - \ \-`_ /,� ( * P- -" g, '60p.-._! / , ^l li,V % r` `� \I \ \ , , * ` \� `\ \ \``\`,� `,�,\ _ DOCUMENT UNLESS INDICATED OTHERWISE. / \ \ `, \ `I I \ 1 ;', ` = ,� , g6 'r T, 6,\`-- ` - . //Q�t1y� % _, / } I \� I _ e i \ \ ,�" ` ,,�/ `, \ 1, \\ \\ : `\ GRADING OF ANY GROUP OF TREES, AS APPLICABLE, TO BE PRESERVED. / / / / l ,, \\ \ I \ J I , I ; \ .6 % ,y --,- 1, / --__ + _ 1 \ \ ` � /' „✓ , r ,\ ,\ ,\ \I \ ,\\ ,\`\\ \, 1, `, \ PROTECTIVE BARRIERS SHALL REMAIN SO ERECTED THROUGHOUT ALL / \ ` \ / 1 \ --\'i- ,Y:� O / 4 \ \ ,`\„ -i� \ \\�`. ` \�``� PROJECT NO.: V192076 ,\ \ \ \ / , \' ^ ( , ' / r x T ,1 l\] ` \ -/ ` ` ` I \ - PHASES OF CONSTRUCTION. NO GRADE CHANGES OR STORAGE OF / ` I I \ , ` \ \ ` I ' ` __" I I,. y,- / 7 ""'- / I / ` I-J 1 } -^ iii, \ \ ` ` \ \\ \ .� -` -`, `, ``� - -` -` -`` EQUIPMENT, MATERIALS, DEBRIS, OR FILL SHALL BE ALLOWED WITHIN THE DRAWN BY: MEG / PM /' i \ 11 11 \ l I `` \ \` \` \` / /' `\ 4 _-- _)--`�^{ ( C 4\ ,'t �� y,(_ ��_ �'i t/n�.J //y '� / / } _ { k`- } 1 y 1\` \\`YVJ `I ``I `I` `\ \ it `\ ,`, \`I1 \ ``� \ ``, ` ��-`,�\ , AREA PROTECTED BY THE BARRIER. NO CONSTRUCTION TRAFFIC, PARKING OF CHECKED BY: RTY �>\ ''I\ \ I 1 � , r X-\ /S ` `( -'r ` \ \ ` ;�`,, VEHICLES, OR DISPOSAL OF LIQUIDS IS PERMITTED WITHIN THE TREE DATE: 09/30/2021 \ , \\ \ `\\ `I ,1 \ I ; r---�' %�'^, �\ r, �� - r j� ____�r ~ - - _ SIGNAL STALLED ATA MINIMUM OF ONE r (,et , , i , 1\ _ --- \` \ ` ` , ` I i --�'- `, _ ________Y " 1 -J[i Y / ':` y6+' v, ` i /\ II „y'1 \ \\ 1 1 1 \ \\__ _\ \ TO DISPLAYITOREEP OTECTIONPR PROTECTIVE `3` 1 1 `\ . J' `, 1 , -` OTE BARRIERS ARE RECOMMENDED CAD I D • DMP 0 __ y,/ XI` �j`C'( jj F V „ \ I \ - SIGN EVERY FIFTY 50 FEET. 1. _ _/ii 'i _ < `, `\ \ 1 1 ( ) PROJECT: I \ , \ , 1 '-" r ram/ - e\ _ ' \ \ \ \ �`, �,`_. -`-_, �`. ' , \ , `` O <O : . `, ,\ \ I , , 11 ; ' .'_ K ,\-li aP'' _ / , l r ' ( ,-r•-�i/ L1 e- ` - _ } r yY ! 1 7 I \ 1 `\ ` \ -, `, , - / \ I , I , `I ;,' .____"__\-- /�'11 , - 1 l Y" _ �_____-__ Y ` �. ' ! ,}" / \ `I 1 I `I ` \ ) \ \ FINAL ` �, > \\ \ \ ___-_- -_-_ •- / , /_ ( / \ { �� ( ` / T , �Z ,�,r�(' y I , I \ 1 \ ` - � ` 12. TREE ROOTS WHICH MUST BE SEVERED SHALL BE CUT BY A TRENCHER OR ' \ ` \ I ` ° \ I ^ ," -- - r-r�-I /X A ) - _ --A `I - r- `\ \ \III } \ ✓ \ , ' \ \I \ - - . \ `I \ \ SIMILAR EQUIPMENT ALIGNED RADIALLY TO THE TREE. THIS METHOD REDUCES ', 1 , I I ` \ - ___ --' '� , / y` / tiU\ J TJ T, ( �r \ "I 1 7p \ V1 ..y I r 1 `, I \ �`\ ` \'f\ I \ \ I THE LATERAL MOVEMENT OF THE ROOTS DURING EXCAVATION, WHICH IF I / 1 \ I , I \ rI ` / ; ; r, _ Y , y - c 1 \ ✓� r ��y✓'�/ / I I \ I , \ `\ \ ` \ \ I \\ � \ I \ 1 I , ,------- ----- -- ^^ - / V Ji ^r s` - ` _ t - I p \ I' Ir / I 1 \ \ -I ,`I \ \ I III DONE BY OTHER METHODS COULD DAMAGE THE INTERTWINED ROOTS OF SITE PLAN ,` /' / , \ / p > 1 , \I , , \ r , - \ _, 4gO _ / �-,� (i/ / )- - } / �i/-,�?r' 1 i47 \ ' ( / 1 `I 1 ' ��`\ ` ,\ I i `I \ ` ` ` ADJACENT TREES. THIS EFFORT SHALL TAKE PLACE AND BE COMPLETE PRIOR `` \ I i / �' i' \` '1 , 'IX \ \ I , \ I �_ - r,�'�% s.+^•�i< __ �-i�, �- - i-- "q /r/ Y\r / f. , ), f-`/ , ____\ '' m \ / �i �Ir��' r' / 1 ' I \ I 1 1 `I `\ TO ANY LAND DISTURBANCE ACTIVITIES. _ - _ _ / r' v r - ;, } 1• , T ✓ ,' 1 I \\ ` 1 I I I I FOR 1 P ^^mow!:'--'- , _ �� - / } \ \-� -' 1 , _ -1 \ ,^ / \ 1 1 ' ' / ' --.` \-` ` ; 1 ' , \, II _ 1-Y �'~ \ , ------------- :i.- % / 1 _ } - \_` A- .� NO ,fI , ' 1 \ \ I I I 1 1 _ , , / 1 r y� ___ --- Q \ , ' �✓""�xa(k-f i i ; ' `I `� ' i i I 3. WITHIN FOUR HOURS OF ANY SEVERANCE OF ROOTS, ALL TREE ROOTS THAT / ' �' �' 1 ' �' \ -" Jp ----- - \`\j • I _ }{ i " p i%'1 `\ `I \ I\ (((l; HAVE BEEN EXPOSED AND/OR DAMAGED SHALL BE TRIMMED CLEANLY AND l ' / , l i ' I /`. ` OO 0 ,.. ,, 1, 11`--------�1-- _____-- --_ ' U// - C , � r \{^„ , '', � \ /1�480- - /� , / / iy �/ I I 1 \`\`\\`, \\ I , , , , / / , , -`, J ` I 1 ` '1 '\ ---", _ ty\-4 --"- % --T'- \- i TTT 1 - i / ' rr',,-v ....x -'�- S i/ � __ ' r r,� /V\...r % ' ` . _ COVERED TEMPORARILY WITH MOIST PEAT MOSS, MOIST BURLAP, OR OTHER / I i / 11 , ` ` ---- _ _ - _, _ - P THEM FROM DRYING OUT UNTIL _\_ / /--f -r 'a-' ; `,`,` MOIST BIODEGRADABLE MATERIAL TO KEE I O ' \ __________________�I ,,, / ; i / i I I i -` �\ O; I ` I \ ` -` -S-! \ / ( i - f % ' (y \ -- --- `ram k.)' �' l , Lr` ' \> i t------____, \ ,� \\ PERMANENT COVER CAN BE INSTALLED. / �'v= c= / \\,(_ z _A� __ x RST RESIDENCES 1 I \ 1 / n,.- / , , J -,- 111 ' E 1 ` - 't IC C \ �. _ - ``\- , 1 ` 1 ' / / , , / , p O , , / I )` �` J%' \`J - ; ' `' i /% �(^ { ` % I' ( ' \ ' ,' 4. PRIOR TO COMPLETION OF PHASE 1 EROSION AND SEDIMENT CONTROL ;/ ' // / / i i / ', O] OJ ` '` '1 `', \ -'_- % � //�`1-,--`. i rY�Y �' ' \ \` ---v= "'1- , ; i / '"' / IRc� -'` ~{ \ \ ` ) (`� \'I { ,'I \`--------- \ ` `` ( ; \' \`I ` `I 1 I , l , , ,_ \ , I I ti } / ,` '""_ ` , 1 i l I^�-L / 1 , '1 ,�S // (i x -.I / r 1. 1 rJ i 1 CONSTRUCTION ACTIVITY, HAZARD TREES SHALL BE IDENTIFIED BY AN URBAN / r✓-'--- T ; 1 - ,{ ", 1 ' \ // �� 1. _ , 1 \ r I( --_ ,` \ 1 ' \ FORESTER, CERTIFIED ARBORIST, OR LANDSCAPE ARCHITECT, MARKED WITH I l - 1 I '�r may- - j " - 1 +I' L 1 , t ^� / - - -- 7- ), )v P \` ` \ \ ` `\ \�` / / /' /' / i /' /' / / , oo )\ + \ 1 1 I- - , ..Ir✓' `' , ^>, Y.� ;' ', � >-I-4 \l i )l I I l ; \ � / �0'{j�+ `hut. ^°"/�-`r �r,�� - �i \ j` Y'Fy�,�" 1 ' 1 `( -I I \ \ `,1 \1 \ \ I` PAINT, SAW CUT, AND REMOVED. TREES THAT BECOME HAZARD TREES PROPOSED / I , / \ I- }I ), ..�k ' I , , ,- , I-„ , , , I ! % 1`.. I 114 \ \ ` 1 ' FOLLOWING PHASE 1 EROSION AND SEDIMENT CONTROL CONSTRUCTION / o \ I I L �_� A; `� . /., 1 d ./ ( ;"'� ,, .+3 -- -- - , 1 1 \ ` LOCATION I, ` : I , -I, , , `,_ ( .' �"` ,' r^' % ' / ' ` \ I , -( \ 1 i 1 1 1 ' ACTIVITY SHALL ALSO BE MARKED WITH PAINT, SAW CUT, AND REMOVED ,, 1-(` , Aji i ] , \a I ,( , j , -s'% (� // _"_ a 1 \ 1 1 -1 - 11 1 1 1 1 / /' ' ,' // // ,' / / -` \ ,`I , OJ I .�"_----------_, I 1 } 1 t \\ .- [ I j , V ; \ 1 _ - ., r \ .' I / V' x -_ `, 1, -\ lI i 1 1 1 ', PRIOR TO BOND RELEASE. TREE STUMPS LOCATED WITHIN AREAS OF , ; / , I i l `I \ 'I - { ' I I `(i "' ' E I ' 7 } - y+'' ' ; �1 1-! i / ' /^` \ � \\ = ' r C I '1✓✓ + �J} i i / i '1 '1 '1 \ EXISTING CANOPY AND VEGETATION TO BE PRESERVED OR CONSERVED ON SEMINOLE TRAIL / - 1 1 r :: I \ , S. I 1 h , ' \ 11 / \ ' F I' \ Y \ -- -----_ , , I ' / , / ( \ I` ` , :\ 4 \; � �. F � � � I , � OPEN SPACE PARCELS SHALL BE LEFT INTACT. \ 1 I I L I I ; ; ; / % / \ v \' E ,1 }��FX \ J r \ 1 /' /' \ ' I AND ASHWOOD BLVD. /" I 1 ^ •`[ " I t / CHARLOTTESVILLE, VA 22911 I i , \ II %\ O 1\ 1 I LI "II , \ - 3 1 /, / \ ' \X y 1, - 1 , , , , , / -, 1. 1, I 1 I 11 \ / 1 / , �J_r - 4 ---- 1, ., :n,., ", ,{ ALBEMARLE COUNTY, VA I / l i / , { , I I / ` ' o I1 O `I `.,. I W ' � 1 , {/' , v i F - , , ' 1 / i' /' ` f, \ \\1 �.w , - , , / / I 1 1 I 5. NO TOXIC MATERIALS, INCLUDING PETROLEUM PRODUCTS, SHALL BE STORED ' ' 1 a l 'I \ g II I \ `® I ,,,, + r'�\ , ' 1 I i - _ \ I /'/ / \ , ` { :a..w( S ' ' 1 I 1 1 1 WITHIN 100 FEET OF THE TREE PRESERVATION AREA. li l ' 1 1 \ \,� � \ \I `\ .t. 1 I I , / J., / / ' i / ♦ / i i / --_ \ ; I - ' ' ' I I 1 I ' ; i l I \I II `-, 1'I 'i \\ ,\ `\ ;, I I i ,� v�l �, rN/` ' �- ; , I � / i 1 i r r', i - --, \ '`\ \' \ - \ \ ,`! (` ,' 1 'i '1 I 1 1 'i ' 6. SEDIMENT, RETENTION, AND DETENTION BASINS SHALL NOT BE LOCATED i %/ \ I \\ -, , I , ', `I \` r I ('a k I i / , 1/ `l i `>.� \ , . - I ' /, !, / ; ; / , // ,\O 11 1 . --_ \ \ `r ; ; ; 1 1 I I ; , , , \ / , \ I I 1 1 I , , ` ✓ I ' \ J+" } , / / (.. / I / V , \ \ nn�i.JJ - V� } 1 I ' I I ' 1 WITHIN THE TREE PRESERVATION AREA. SUCH BASINS SHALL NOT DISCHARGE 1 I i 1 1 \ I 1 ` I' /' , I' .1 i , r- } �/ _ / / `' / d` ,-L! ' i ' / _ \ \, \ -,\ ��,,sA'(I 1 , , , I 1 1 1 , I l ' \ O 1 I I I \ \' I O 0 X '` I ]10 / F[l // , /, 4''• - , / 4 , , , \ /� - V 1 1 1 1 1 1 1 DIRECTLY INTO THE TREE PRESERVATION AREA UNLESS THE DISCHARGE IS I i , \ I 1 1 1 1` i ', i' 4g -\ I r, 1/ / A I `1- \ \ ` L��' I( 1 ' 1 1 1 1 \ o I III \ I ` { / I �'' .�` / -, / w ' , , �\ \ \ }\ r"" ,", ,1...+.% - 1 1 , I I 1 1 1 TRANSITIONED BACK TO SHEET FLOW PRIOR TO ENTERING THE TREE / I / �/ I \\ J I 1 I \ `{ / ; 1 1 ,I 1 [' \ t{ - -l: , /- \ ), ✓ 1''- ,} I \ j ```` �` \ yyr." z--. , I I I , 1 I , / ' , 1 1 1 1 )))\ \ \ 1 " , ; I (1 _ -d -- , / '! %`5-, , ' ` / / a \ �` � 1 / I I , , , , 1 PRESERVATION AREA OR IS DISCHARGED INTO AN ADEQUATE NATURAL ,' _-- I I' '} 11 '1 1I \', `i ; 1�+-t'.i-� .d < '1 /` � ) i , I \ I 1 ( 1 1 1 I I , 1 / / / _-_I �% 1 1 11 11 1 III \ -T / , \ '• / I i ' i f ' ' `-), I ', ' ' , ; ; ; ' CHANNEL. I 1 I I I F , ), / 1' LL'�' , '--'--, _ -7 I l I 1 , , , , 9100 ARBORETUM PKWY, SUITE 360 1 I 1 1 1 11, , 1 ,,c I o I 1 ` _ --' / a / / } x, '. , L , r ' ' `` = / 1 1 1 1 , 1 1 1) I \ , .'-1 r [S-Y _ �yi „t^�: / `i yx / i , , , , I ``, I 1 / ! ` 1 1 , , 1 1 , I r ' I 1 , ,,� '1 _I )) , 1 ? / ' •; ; l ' ' { - / �`, It r7 ' I ' ; ; ' 7. REMOVAL OF TREES WITHIN THE TREE PRESERVATION AREA IS PROHIBITED RICHMOND, VIRGINIA 23236 -_-_- IL i_ 1 1 \ , 1 '\ I 1"\-__Y 1 J.,` �x.(� / T i , / [[[ i I j -__`` E _ I I , / ' -` ,I (- I { 1 ''I , I-{^ % f %' J �, / `.\T r , �' ' / i l} / { i ``,�a P\`: - - \ v -` / 1 ,,.�!�.""""'"' ��) ; ( EXCEPT UNDER SPECIFIC PERMISSION OF THE COUNTY EXCEPT AS ' ' ' '\ " ', 1 : I r O 1 1 i\1 / � inn i Y. �r>-; -, / `\ /I ? , , „� / l , / --- - - \ -F\ `.\ T , ' ' \ Phone: (804) 893-8200 ` ( , v 1 , , , ,. 1 'I -, )_; t✓, T \ ,-y/ ,\ /i ' } ' ' \" ' } ' , -T, s 1 .w'�.- , ' ` \I NECESSARY TO ACCOMMODATE FOREST MANAGEMENT TECHNIQUES, y , 1 Qp , r I 1 t I Yam-, ., i , , , ; / / , �i`. - `-`�- / , 1 `\ [[ may` ,,,YV." , , I I I I `\ -1 h IJ- I I r` i /� / , E , , , PERFORMED BY OR RECOMMENDED BY A PROFESSIONAL FORESTER OR I - � \ \\ i ,,,", i 1 1 7 `'\ _ ^), n " /- Il-Y, /' ' , � % / } , l - - / `\ I 1 'I ` 1 ` - \ ` I I% \ \ -\ i / , , % )-'% ` i Y' %/ / ---` l_ _ i I `a ,t*`1 1 \ ` CERTIFIED ARBORIST, THAT ARE NECESSARY TO PROTECTOR ENHANCE THE VA@BohlerEng.com 1 - I \ `� , ,_- / 1 1 �jj(� ` l -- /; , , / i ,,,((( T- / /' / ` _ , / \ _� 1 �' , ` ,, ,\ VIABILITY OF THE CANOPY. SUCH MANAGEMENT TECHNIQUES MAY INCLUDE, ' - / ` ` \ O , I ` -�'. 1 1 \ QR_ '1 `--• l --- } yl / y. : / i' , 1 / . + i , )Y > ` t/ \ `- `\ ' \ I J I 1 ,\V 1^\ ` � f 1 ---. \/ (-!^-/ ; , / 1 t /YYl_� /,`/.V �I 0 �'L /t k \', 1 `„ I \`- \ I \ \ 1- _ - - - / \1 \ ` I J ` 1 ' h d' -( r _-- L./�(X'E -_',^ , , ] ', Y1 't /i k6 '-` \ `r"\ �` i ` \' , \ �` 1 \ `I �\ \ `, `I WITHOUT LIMITATION, SUCH ACTIONS AS PRUNING AND THE REMOVAL OF --- - - --'' - -- -/ -- ""--/ \ \ I I11 I 1 a=- a_ - - {�yL` 10 1, / ti t , , \ 1 i ' , /' 1 10 x `, �` ` I ` VINES, INVASIVE SPECIES, TREES UPROOTED OR DAMAGED BY EXTREME TH `-'''''- -' / ``,\ `` \ f iI 1 ; ; ; \ 11 R/DGE -,00 1./�C,- =\\ V' i' r' , 3 'i„ / 1 { 1 - 1/i ,: ' / ----_• \ 1 x I \, / \ �\ _ rw'+" ``,1 1 1 1 I OF _- -- ' / 1\ \`,\ , , '-,-,{^J \\ / +n- f'' Ill , , / ;./1'' , . , y \ , x 1 1 1 ', \ `, ` WEATHER CONDITIONS, AND TREES OR LIMBS THAT ARE DISEASED, 4 f I /' --' / / __ _-'' \ \ \ `I \ 1 1 1 I 1 I✓�' �"- --- '`( --\ \ �x/-T' ,, " I ' l I l `I /`( )/ ` \> 1 1 1 INSECT -INFESTED, DEAD, OR ARE CONSIDERED A HAZARD TO LIFE OR __------ / /' ,,--_ \ 1\\ ,'1 ' , , 1 1 1 1 e-___�_--- r\ �; i„ , (4 I i/ 1 / ;/' I , ' ,' `_____ `\ ,, Yl / ` \\ `` 1 ` _ 1 1 \ Y I 1 I I I \ I o ' i+ `}� ` I 1 ` I 1 1 1 , I I / I / . , /fj- . r 'I 11 \ `\` PROPERTY / - --' --, , 1 1 O , 1 1 -(Y ~`___ C' er-�, ti m\ I ) -- I, Yd� 1 1 1 1 , I , / , 1 t A. x , 1 `k1 I 1 / - ` ♦ `\ '\ \ ' 1 J r \I ' ' 1 `\ ' I I 1 rI .( } ^� ,"loll.-, Il I 1 ._ I dddd i 1 1 1 0 i % % I % i , 11 11 . -\I ` I! \ . . \ O --- - / / /'" ,- ' -' / �- \ `\;, \ \ \, `, I , I 1 �} �-!i ; 1 , `_ h ; ( \ 1 ]�'�� 1 1 1 b , I , r / , --\ I `_ { I _ 1 `\ `11 - %I \I \\ 7� ,\ ; ,, II \ 8. ALL FINAL CUTS SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OR Ci N YA R y , , , ,"- / , , , , 1 1 1 S-)J 1 i 1 �- Y^ .:, i 7\\ \ i 1 l\ '� i ' ; \\ `, ' _ T / /-- \` , \ , , ` , I >' ? -` `------ __ \ , - , i 0 ]\] , \ ; , , ; ; , i ,`' , `I \ .�., °-_ ` e{e I 1\ - ,,,...++•%('-"""' 1 ' ` PARENT LIMB BUT WITHOUT CUTTING INTO THE BRANCH COLLAR OR LEAVING ' ' , \ \ \ \__ 1 1 ,\ - - \_ 1 , \ l4 \ ' tea/ 1� . \ I I 1 ' I l Y_ \\ ! , 1- �_ \\ \ 1 \_.` ` , `\ - _____. 1 _______________ Ic. No. 04020566 1� c I I , , , 1 , , , , , 1 , 1 I c APR TR DIN T B A RDIN T THE AMERI AN NATI NAL TANDARD �C., `. _ -, , ,_. , `, , � , N. , , \ , , , , , F \`I , o u G s u cco G o c o s s L� 25 --- , / / -_-_ -`\ \,1 ',, `I ',, `__ `I ; I 1 , ' ; `r '1 ,\ `` `I \ ` ` ` 1 I ` 1\ `I I I '1 i ; ' , , , \\ � ! ` - \I,; 1 I `1 I '1 \I INSTITUTE A300 PART 1 PRUNING).ALL NECESSARY PRUNING CUTS MUST _ , 1 1 \ 1 , , \ 1 1 , / \ 1 1 1 --- /' / : ' : ' i '1 1 ''I 'I '1I, I \ `I 'I I' ri tfI ,, ' ' 1 J 170r � 1 E - . AND TO 1 /10/202 I \ \ \ { 1 ` „ \ 1 ' ' \ ` \ 1 ' \ 1 I ' l / / i - \ i \ - E 1- - _ , - 1 L.� 1 \ !a^^'" '^'*^^�\'^'^^'^"' `\ ' ` 1 BE MADE TO PREVENT BARK FROM BEING TORN FROM THE TREE `_______________1 _ - ___ , , I , , I 1 , , I 1 , , , ( , I 1 1 (RI,(I I , \ '1 ', ' i 1 i I , , - i `Yl,'I \ ,--I ` J \ '`I FACILITATE RAPID HEALING FLUSH CUTS ARE UNACCEPTABLE � ---_- . . 1 -___ 1 , 1 I , r , , _ 4 �j0 , `\ \` `:\ J �„ \ \ k 'I I 1, ', '1 I ' ; ; l ( ''' , ' ` ( ;\\ , I. \> ,r+r+N„ I .cE` 0 2 I----- I 1 , 1 1 , 1 I a {.}�' I , 1 , , `(` \ \ , ,\ `, ,1 � Ir�^,YYY4 /" \ I; �(`'� /i � ', `I ; ; ; ; `` '` \' ' � � ' '-J-�♦�(``�TJ-/�\ � ` � � �•\•/�,,1 ; I ; -, \ '`, ,\ `' , `I �I�'O AI ��` I 1 I ', '1 i 1 i \ 1 '; ' ' i, 9 \ 11 % i \ VV ` / ' \ Ii •`�'.r'- I i F"M^, (- i I ; ; ; ii \ `\```; i \\ ` 1\ \'`.�� \^ ,K I 1 `,1 'I'!II I 1 `1 7;\\ `,11 `I 1 H - \ I / , 1 1 , 1 '1 �; ` 11 1 I 1 I - I �. 'I Q // %' l ,/ //� I i '� - �y�17 ' l�LyX 1� 26 ' I ? I `,I ` '1- `I, 1 �lO �, `1 1 'r-,„ , , �)' ; 1 ' _------- -- - %'A ; I ' ; I 1 1 ; I I Jr O \ 1 \ TII®\ /11 /, / 4' 1 / / 1 'II„ "'l/ '' TI, �I ' I ` O ``` 1 I c l 1 \\„ \I I \ SHEET TITLE: '-" r i� \ 1 �i I P � I v I 31 ` 50 S �\ 41 , 1 '1 , a I __ _ / 1 1 1 I 1 11! I 1 I^ 8 I , / -" ---'� -,-,/ 1 1 I 1 1 1, 1 1 11 ' 1 ' I,l 5 14 / / i 1 ,y' 1 1 , I I \ 1 1 I -_---" - -' / / I I 1 , 1 1 I 1 I 1 Ir ' / / , /// ✓/ 1 \ \ \ `\\ 1 I 1 1 44 \'aVW./T' ,-I I /F� ' I 1 I� 1 /1 r 1 27 1 ' ` 36 I o `-`. 40 I I ��,1 , `I - - - % ' ; I '1 � ; , I ' 1 ' 1 �{� ..r ; S 16 ,s �,, ze` 1 ; ; I _)' , 1 43 ; I I HATCH LEGEND -� / "1`I /I 1 ; 1' 1'I 1 ' ' 0� 4 , K ,, i` ' „T I I_ A !1 ', it 23 I ' I , , 49 `\I ' I I ` I `\ I ; ; i __ _ - i - - ; I ; 1 1 I ,3 `,,,, ,,. 1 Y, ' \ % ' \` ; � ,1, , ({� I - OVERALL TREE I , 1 1 1 I j t- r'Ik{ ,- `I ` 1 i 1 , 1 1 1 , \ 1 I - p � � EXISTING TREE CANOPY COVER j I v1'I "I I 1 II o " � k „� ,i A, ^ ,. � / I / „Ia,..7 ; / TO BE PRESERVED = t 75 084 SF PRESERVATION 1 may/! , I 1 - _ ,1 , , '�' ,_ I 1 I 1 I \ 1 {{ O01A ` I I , 1 I I ' l I I ' 4 1 ,` t 1 1 S I ' 1 I , , - , / i , (/ ' � 2\JJ\ COUNTED TOWARD TREE CANOPY REQUIREMENTS -O ;' // � i' __ / I;I'I 1; 1 1 { __ , _ I 1 , 1 1 - - - - I r( COU O C O QU S PLAN i ' `1 J 1 / � � A� I ,� , , II i .i / 7 \ i , i i ( i J J-v'' i hI' 6 / 10 `. __ -\ r _ __ ___ -_\` .- Ir\ -__ , 1 ', 38, 47 ` _-_ _ ____ HEET NU ___ ,, -- \ "i/�� I 1 1 , EXI TIN TREE AN PY VER /, ' ; /-i ( 1 \ I �l \ 12 15 \ 17 16 zo 21 26 30 32 7 `1 ) 46 - TO BE PRESERVED --Ot 21C840 SF ,; /' / /, ,.., i , 1 11 'I .I 2 1 r ,J _` `, / - -- - 24 l �` 35 5, 3 11 \I 11 1 11 `I `II ,`1 --`_ ,`h\ k / NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS / Z \\` _ � "J`� `, } S MBER: / / -� - \ , , , 1 \ , t , - ,^_ I 3 ` 1` ` \ `I I 1 \ ` ` 39 I \I 1 \ 11 \ 1 \ � 1 \ `\``` \ -))) �/ ■ O 0 / , /__-- - - `' i `v ,'I 1\t'. . ,�J "''' I II I 29 34 `,\`11; I`'\`, , `\ `,I II „\\` \ \`I \I 1 \ \ \ ``I, \\ / ,i - , , / - '/ 1 \ _ _ _ A^�"" / " l `\\\ 11 I \ ` 1 1 `\ `r1 `I `, 1_ 60 30 15 0 60 , _F� / 7- ' /' / , , 11 \\' C `,- i ; i I ``\ \\ `1 `\ \, `\ ``, \ , 1\ `\ , \ \ I `1 `I - - \ / / , i' - / , - 1 / - \ / i i I I ---"-'' - / / 1 / r , , \, 1 I\ 11 , , 1 I� - ` I1 \ `1\ ,1 `I 1 ,1 \ I1 _ I / / % ' - i ,I \`\ - - 1 / it ,111 `!' `111\ \`1 `,1` ,\ \I\`,, i 1'; I \ \ `I`1 \`I \ `\ \\\ `\ I`\ \ ``I ` 1 "= 60' REVISION 1 - 01/10/22 Tree It Tree Species Tree Size DBH Tree 1 Black Locust 9" PRESERVE Tree 2 Red Oak 36" REMOVE Tree 3 Red Maple 6" REMOVE Tree 4 Red Oak 26" PRESERVE Tree 5 Red Oak 19"I REMOVE Tree 6 White Oak 14"I PRESERVE Tree 7 White Oak 12"1 REMOVE Tree 8 Red Oak 8" REMOVE Tree 9 Red Oak 40" REMOVE Tree 10 Red Oak 18"I REMOVE Tree 11 Red Oak 19"I REMOVE Tree 12 Red Oak 20"I REMOVE Tree 13 Red Oak 24 " REMOVE Tree 14 Red Oak 14" REMOVE Tree 15 Red Maple 14"1REMOVE Tree 16 Red Oak 41"1 REMOVE Tree 17 White Oak 22 " REMOVE Tree 3.8 White Oak 19"1REMOVE Tree 19 White Oak 21" REMOVE Tree 20 Beech 20" PRESERVE Tree 21 Beech 22 "PRESERVE Tree 22 White oak 10" PRESERVE Tree 23 Red Oak 28" PRESERVE Tree 24 Red Oak 9" PRESERVE Tree 25 Red Oak 8" PRESERVE Tree 26 White Oak 50" REMOVE Tree 27 Poplar 20" REMOVE Tree 28 Beech Tree 10"1 PRESERVE Tree 29 Hickory4 " PRESERVE Tree 30 White Oak 28" REMOVE Tree31 Blackgum 24"I REMOVE Tree 32 Locust 10"REMOVE Tree 33 Maple 7" REMOVE Tree 34 Maple 5" REMOVE Tree 35 Oak 3811 REMOVE Tree 36 Poplar 39" REMOVE Tree 37 Poplar 9" REMOVE Tree38 Poplar 12"1REMOVE Tree 39 Oak 36" REMOVE Tree 40 Poplar 9" REMOVE Tree 41 Poplar 19"REMOVE Tree 42 Oak 32" PRESERVE Tree43 Hickory 9"I REMOVE Tree 44 Beech 18"I REMOVE Tree 45 Red oak 38"1 PRESERVE Tree 46 Hickory 11" REMOVE Tree 47 Poplar 24"I REMOVE Tree 48 Poplar 14" REMOVE Tree 49 Poplar 13"REMOVE Tree 50 Poplar 19"REMOVE Tree 51 PoPlar 18"IREMOVE a. 19 Countyof Albemarle 'Conservation Plan Checklist -To be,placed on Landscape: Plans: (Handbook, pp III-294-111-297 for complete specifications) I: The following items shall be shown on the plant ® Trees to be saved; ® Limits orclearing outside dri line of trees to be saved); g t P ), 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls: Rl Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at aheight clearly visible to equipment operators. ® No grading shall. begin until the tree marking has been inspected and approved by a County Inspector. 3.. Pre -Construction Conference: ®, �PtFseTl3atftlrr and'•'pmteetionmeakuteA skalt}be reviewed with the contractor on site.. 4. 5. ISoiilf rosion: andStormwater-DeteotioitlDevices - 21 4ueh devices shell adoverse iy affect trgeslo beSaved:. b. Fires: P FirgapretioCpemtltiedwitfiin tlltffiertlftbedri' ]ihanfireesTobe"sa'vedl. 7.. 'Toxic StAtertal t ® Toxiematerials. Oat mtbestored, widtidllill.feetaftl1mtiip'limoftrees tobcuved:.. s. ® Pcncbn$ halltwiu'0i Xs And 9. shall not be:permitted within the dri lines of trees censtructiti 10. Tree Wal ® Wks 034.e1Ann'.tiG�aUud' ._�.Ite_13.1J�` _ avaflshallbe,0ropiileiliandd;eonsrtt�tigTt1 sub : It. 12. Clear 5 ® ProiceiYn't'enclttgSAslL9te�9�r _ 13. Dammed Trees: ® Damaged trees shall be treated itnitCedia[elybyprunidg;°fertililatiouotother�metitadsrecommendedbya>trecspee'ralst;:. NOTE: IT IS THE DEVELOPER'S. RESPONSIBILITY TO:CONFER WITH THE CONTRACTOR ON TREE:. CONSERVATION. _. REQUIREMENTS.. N' 'ate 1 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) _ 5/1106 Page t of 1. Stresses of Construction Trees may appear to be inanimate objects, but they are living organisms that are constantly involved in the process of respiration, food processing, and growth. Construction activities expose trees to a variety of stresses resulting in injury ranging from superficial wounds to death. An understanding of these stresses is helpful in planning for tree protection. 1. Surface Impacts: Natural and man -related forces exerted on the tree above the ground can cause significant damage to trees. a. Wind damage - Removal of some trees from groups will expose those remaining to greater wind velocities. Trees tend to develop anchorage where it is most needed. Isolated trees develop anchorage rather equally all around, with stronger root development on the side of the prevailing winds. The more a tree is protected from the wind, the less secure is its anchorage. The result of improper thinning is often wind -thrown trees. Selective removal in favor of a single tall tree may also create a lightning hazard. b. Excessive pruning - Unprotected trees are often "topped" or carelessly pruned to prevent interference with utility wires or buildings. If too many branches are cut, the tree may not be able to sustain itself. If the pruning is done without considering the growth habit, the tree may lose all visual appeal. If the branches are not pruned correctly, decay may set in. C. Trunk damage - Tree trunks are often nicked or scarred by trucks and construction equipment. Such superficial wounds provide access to insects and disease. 2. Root Zone Impacts: Disturbing and delicate relationship between soil, roots, and the rest of the tree can damage or kill a tree. The roots of an existing tree are established in an area where essential materials (water, oxygen, and nutrients) are present. The mass of the root system is the correct size to balance the intake of water from the soil with the transpiration of water from the leaves. a. Raising the grade as little as 6 inches can retard the normal exchange of air and gases. Roots may suffocate due to lack of oxygen, or be damaged by toxic gases and chemicals released by soil bacteria. b. Raising the grade may also elevate the water table. This can cause drowning of the deeper roots. C. Lowering the grade is not usually as damaging as raising it. However, even shallow cuts of 6 to 8 inches will remove most of the topsoil, removing some feeder roots and exposing the rest to drying and freezing. d. Deep cuts may sever a large portion of the root system, depriving the tree of water and increasing the chance of wind -throw. e. Lowering the grade may lower the water table, inducing drought. This is a problem in large roadway cuts or underdrain installations. I. Trenching or excavating through a tree's root zone can eliminate as much as 40 percent of the root system. Trees suffering such damage usually die within 2 to 5 years. g. Compaction of the soil within the drip line (even a few feet beyond the drip line) of a tree by equipment operation, materials storage, or paving can block off air and water from roots. h. Construction chemicals or refuse disposed of in the soil can change soil chemistry or be toxic to trees. Most damage to trees from construction activities is due to the invisible root zone stresses. Site Planning for Tree Protection 1. If lot size allows, select trees to be saved before siting the building. No tree should be destroyed or altered until the design of buildings and utility systems is final. 2. Critical areas, such as flood plains, steep slopes, and wetlands, should be left in their natural condition or only partially developed as open space. roadways 1 m valuable stands. Follow original 3. Locate oad a s to cause the east damage e to uab e s Y g contours, where feasible, to minimize cuts and fills. 4. Minimize trenching by locating several utilities in the same trench. Excavations for basements and utilities should be kept away from the drip line of trees. 5. Construction material storage areas and worker parking should be noted on the site tan and located where they wof ill n aucompaction p cause over roots. 6. When retaining existing trees in parking areas, leave enough ground ungraded beyond the drip line of the tree to allow for its survival. 7. Locate erosion and sediment control measures at the limits of clearing and not in wooded areas, to prevent deposition of sediment within the drip line of trees being preserved. Sediment basins should be constructed in the natural terrain, if possible, rather than in locations where extensive grading and tree removal will be required. Specifications 1. Groups of trees and individual trees selected for retention shall be accurately located on the plan and designated as "tree(s) to be saved." Individual specimens that are not part of a tree group shall also have their species and diameter noted on the plan. 2. At a minimum, the limits of clearing shall be located outside the drip line of any tree to be retained and, in no case, closer than 5 feet to the trunk of any tree (Plate 3.38- 1). 3. Markin : Prior to construction and before the preconstruction conference, individual trees and stands of trees to be retained within the limits of clearing shall be marked at a height visible to equipment operators. According to the Virginia Department of Forestry, a diagonal slash of brightly colored paint approximately 8 to 10 inches in length is a common practice in areas where an accidental or purposeful alteration of the proper markings is a concern. In most situations, such as an area which is supposed to receive formal landscaping, a surveyor's ribbon or a similar material applied at a reasonable height encircling the tree will suffice. DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING IN. 5' s r a WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1 4. Pre -Construction Conference: During any preconstruction conference, tree preservation and protection treasures should be reviewed with the contractor as they apply to that specific project. 5. Equipment Operation and Storage: Heavy equipment, vehicular traffic, or stockpiles of any construction materials (including topsoil) shall not be permitted within the drip line of any tree to be retained. Trees being removed shall not be felled, pushed or pulled into trees being retained. Equipment operators shall not clean any part of their equipment by slamming it against the trunks of trees to be retained. 6. Fires: Fires shall not be permitted within 100 feet from the drip line of any trees to be retained. Fires shall be limited in size to prevent adverse effects on trees, and kept under surveillance. 7. Storage and Disposal of Toxic Materials: No toxic materials shall be stored closer than 100 feet to the drip line of any trees to be retained. Paint, acid, nails, gypsum board, wire, chemicals, fuels, and lubricants shall not be disposed of in such a way as to injure vegetation. 8. Fencing and Armoring (Plate 3.38-2): Any device may be used which will effectively protect the roots, trunk and tops of trees retained on the site. However, trees to be retained within 40 feet of a proposed building or excavation shall be protected by fencing. Personnel must be instructed to honor protective devices. The devices the use of other r n intended to exclude r e only, and are of described are suggested d gB Yr devices which will protect the trees to be retained. a. Snow Fence - Standard 40-inch high snow fence shall be placed at the limits of clearing on standard steel posts set 6 feet apart. b. Board Fence - Board fencing consisting of 4-inch square posts set securely in 4 above h round shall be laced at the round and protruding at least feet bo e the g P g g P the limits of clearing with a minimum of two horizontal boards between posts. If it is not practical to erect a fence at the drip line, construct a triangular fence nearer the trunk. The limits of clearing will still be located at the drip line, since the root zone within the drip line will still require protection. C. Cord Fence - Posts with a minimum size of 2 inches square or 2 inches in n n protruding at least 4 feet above the diameter set secure] in the ground o Y g P g ground shall he placed at the limits of clearing with two rows of cord 1/4-inch or thicker at least 2 feet apart running between posts with strips of colored surveyor's flagging tied securely to the string at intervals no greater than 3 feet. d. Plastic Fencing - 40-inch high "international orange" plastic (polyethylene) web fencing secured to conventional metal "T' or "U" posts driven to a minimum depth of 18 inches on 6-foot minimum centers shall be installed at the limits of clearing. The fence should have the following minimum physical qualities: Tensile yield: Average 2,000 lbs. per 4-foot width (ASTM D638) Ultimate tensile yield: Average 2,900 lbs. per 4-foot width (ASTM D638) Elongation at break (%): Greater than 1000% (ASTM D638) Chemical resistance: Inert to most chemicals and acids e. Earth Berms - Temporary earth berms shall be constructed according to specifications for a TEMPORARY DIVERSION DIKE (Std. & Spec. 3.9) with the base of the berm on the tree side located along the limits of clearing. Earth berms may not be used for this purpose if their presence will conflict with drainage patterns. FENCING AND A I I DRIP LINE,� SNOW FENCE BOARD FENCE ORING CORD FENCE •r*IPI - -PLASTIC FENCE CORRECT METHODS OF TREE FENCING ems+- CORRECT TRUNK ARMORING slsa TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 f. Additional Trees - Additional trees may be left standing as protection between the trunks of the trees to be retained and the limits of clearing. However, in order for this alternative to be used, the trunks of the trees in the buffer must be no more than 6 feet apart to prevent passage of equipment re hall a reexamined and material through the buffer. These additionalt es s b prior to the completion of construction and either be given sufficient treatment to ensure survival or be removed. g. Trunk Armorine - As a last resort, a tree trunk can be armored with burlap wrapping and 2-inch studs wired vertically no more than 2 inches apart to a height of 5 feet encircling the trunk. If this alternative is used, the root zone within the drip line will still require protection. Nothing should ever be nailed to a tree. Fencingand armoring devices shall be in lace before an excavation or grading is g P Y g g begun, shall be kept in good repair for the duration of construction activities, and shall be the last items removed during the final cleanup after the completion of the project. 9. Raising the grade: When the ground level must be raised around an existing tree or tree group, the following considerations shall be made and steps taken to adequately care for the affected tree. a. A well may be created around the tree(s) slightly beyond the drip line to retain the natural soil in the area of the feeder roots (Plate 3.38-3). Source: Va. DSWC Plate 3.38-3 b. In the case of an individual tree, when the above alternative is not practical or desirable, the following method is recommended to ensure survival of the tree (Plate 3.38-4). 1) Before making the fill, remove the green vegetation, sod, leaf litter, and other organic matter from beneath the tree or trees to a distance of 3 feet beyond the drip line and loosen the surface soil to a depth of approximately 3 inches without damaging the roots. 2) Apply fertilizer in the root area of the tree to be retained. Fertilizer formulations and application rates and methods shall conform to the guidelines provided in Table 3.38-A. 3) The dry well shall be constructed so as to allow for tree trunk diameter growth. A space of at least 1 foot between the tree trunk and the well wall is adequate for large, old, slow -growing trees. Clearance for younger trees shall be at least 2 feet. 4) The well shall be high enough to bring the top just above the level of the proposed fill. The well wall shall taper slightly away from the tree trunk at a rate of 1 inch per foot of wall height. 5) The well wall shall be constructed of large stones, brick, building tile, concrete blocks, or cinder blocks with care being taken to ensure that ample openings are left through the wall of the well to allow for free movement of air and water. Mortar shall only be used near the top of the well and only above the porous fill. 6) Drain lines composed of 4-inch, high -quality drain tiles shall begin at the lowest point inside the well and extend outward from the tree trunk in a wheel -and -spoke pattern with the trunk as the hub. These radial drain lines shall slope away from the well at a rate of 1/8 inch per foot. The circumferential line of tiles should be located beneath the drip line of the tree. Vertical tiles or pipes shall be placed over the intersections of the two tile systems if a fill of more than 2 feet is contemplated. These vertical tiles shall be held in place with stone fill. Tile joints shall be tight. A few radial tiles shall extend beyond each intersection and shall slope sharply downward to ensure good drainage. 7) Tar paper or its approved equivalent shall be placed over the tile and/or pipe joints to prevent clogging, and large stone shall be placed around and over drain tiles and/or pipes for protection. LU J 0 Go ' w to F 0� W W H W )ZwwUt j W W Q 2 11 W Z >Z W rn0 i 2 Q ¢ z ¢ tn2WZF1-- 1z¢Q¢~O U I- g a c9 C J 0� W Z Z a¢ a.J REVISIONS REV DATE COMMENT ED_MWN ' D eY 1 01/10/22 1 COUNTY COMMENTS MGM • • KIM III Call befote you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AN DIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V 192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP- 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 6, 01/10/2022 4 SHEET TITLE: TREE PRESERVATION NOTES & DETAILS SHEET NUMBER: C-701 REVISION 1 - 01/10/22 TREE WELL DETAIL ■ • • nLE DRAINS VERTICAL DRAIN ♦ I ■ DRIP LINE FILL SOIL � I STRAW OR I I ' FILTER FABRIC FILL WITH SAND A 1 1 FILL WITH STONE CRUSHED CHARCOAL I I SMALL STONE /✓ LARGE STONE oRI,S,INAl1 ,_ ; GRADE -------"- -- �— - - TM PAPER TILE DRAIN Source: Adapted from Tree Maintenance, 5th ed., Pirone, 1978. Plate 3.384 8) A layer of 2- to 6-inches of stone shall be placed over the entire area under the tree from the well outward at least as far as the drip line. For fills up to 2-feet deep, a layer of stone 8- to 12-inches thick should be adequate. A thicker layer of this stone, not to exceed 30 inches, will be needed for deeper fills. 9) A layer of 3/4-inch to 1-inch stone covered by straw, fiber -glass mat or a manufactured filter fabric shall be used to prevent soil from clogging the space between stones. Cinders shall not be used as fill material. 10) Filling shall be completed with porous soil such as topsoil until the desired grade is reached. This soil shall be suitable to sustain specified vegetation. 11) To prevent clogging of the drain lines, crushed stone shall be placed inside the dry well over the openings of the radial tiles. Vertical tiles shall also be filled with crushed rock and may also be covered with a screen. 12) To prevent anyone from falling into the dry well and leaves and debris from accumulating there, the area between the trunk and the well wall shall either be covered by an iron grate or filled with a 50-50 mixture of crushed charcoal and sand. (This will also prevent rodent infestation and mosquito breeding.) C. Where water drainage through the soil is not a problem, coarse gravel in the fill may be substituted for the tile. This material has sufficient porosity to ensure air drainage. Instead of the vertical tiles or pipes in the system, stones, crushed rock, and gravel may be added so that the upper level of these porous materials slants toward the surface in the vicinity below the drip line (Plate 3.38-5). d. Raising the grade on only one side of a tree or group of trees may be accomplished by constructing only half of one of these systems. 10. Lowering the grade: Trees shall be protected from harmful grade cuts by the construction of a tree wall (Plate 3.38-6). a. Following excavation, all tree roots that are exposed and/or damaged shall be trimmed cleanly, painted with tree paint, and covered with moist peat moss, burlap, or other suitable material to keep them from drying out. b. The wall shall be constructed of large stones, brick, building tile, or concrete block or cinder block in accordance with the detail in Plate 3.38-6. 19 Source: Va. DSWC Plate 3.38-5 12. C. Backfill with peat moss or other organic material or with topsoil to retain moisture and aid in root development. d. Apply fertilizer and water thoroughly. Fertilizer formulations and application rates and methods shall conform to the guidelines provided in Table 3.38-A. e. Prune the tree crown, reducing the leaf surface in proportion to the amount 13. of root loss. I. Provide drainage through the wall so water will not accumulate behind the wall. 14. g. Lowering the grade on only one side of a tree or group of trees may be accomplished by constructing only half of this system. • WALL DETAIL DRIP UNE t. `�ei� pq:_ ORIGINAL WALLJL11111111 II II 11.1111.11�1111111.�111 �1711171 tl II II �LII �LllllttNEW :.;�r ►�e � � � �r�111=�r�ll�lr�r—_��r ��--��--111=��;.,_ GRADE n—u-% :II II II If 11=II-11-11=II=11=11 11 II If 11=11=11' n—n LINE OF MINIMUM EXCAVATI 11—I I=il—II II 11 II 11—II—II-11—I I-II=11=11 II II I I=11=II—II-11=11 11=1�1--�I�I'--�IIIII�II11�11�•�=1�1--II'� 1�71�I1�11�1111—III—AIL_—�II�—III CONSTRUCTIONN FOR 5- MIN, WALL , (DRIP UNE) TOPSOIL IF WALL 15 11=11` O i1=142' HIGH TAPER WALL TILE DRAIN .. THE WALL LOCATION SHOULD BE BRIDGED 3Cr MIN. Source: Adapted from Trees for Architecture and the Landscape, Zion, 1968. Plate 3.38-6 11. Trenching and Tunnelling: a. Trenching shall be done as far away from the trunks of trees as possible, preferably outside the branches or crown spreads of trees, to reduce the amount of root area damaged, or killed by trenching activities. b. Wherever possible, trenches should avoid large roots or root concentrations. This can be accomplished by curving the trench or by tunnelling under large roots and areas of heavy root concentration. C. Tunnelling is more expensive initially, but it usually causes less soil disturbance and physiological impact on the root system (Plate 3.38-7). The extra cost may offset the potential cost of tree removal and replacement should the tree die. TRENCHING VS. TUNNELING ur MIN. DESTRUCTION OF FEEDER ROOTS TUNNELING UNDER THE TREE WILL WILL PROBABLY KILL THE TREE PRESERVE IMPORTANT FEEDER ROOTS Tunnelling is almost always preferred over the trenching method. The tunnel should be 18 inches or greater below the ground surface and should not be located under the center of the tree (an off -center tunnel has the least impact on the roots). d. Roots shall not be left exposed to the air. They shall be covered with soil as soon as possible or protected and kept moistened with wet burlap or peat moss until the trench or tunnel can be filled. e. The ends of damaged and cut roots shall be cut off smoothly and protected by painting promptly with a tree -wound dressing. f. Trenches and tunnels shall be filled as soon as possible. Air spaces in the soil shall be avoided by careful filling and tamping. g. Peat moss or other suitable material shall be added to the fill material as an aid to inducing and developing new root growth. h. The tree shall be mulched and fertilized to conserve moisture, stimulate new root growth, and enhance general tree vigor. i. If a large amount of the root system has been damaged and killed, the crown leaf surface shall be proportionately reduced to balance the reduced root system. This may be accomplished by pruning 20 to 30 percent of the crown foliage. If roots are cut during the winter, pruning shall be accomplished before the next growing season. If roots are cut during the growing season, pruning shall be done immediately. Removal and Replacement of Damaged Trees: Should a tree intended and marked to be retained be damaged seriously enough that survival and normal growth are not possible, the tree shall be removed. If replacement is desirable and/or required, the replacement tree shall be of the same or similar species, 2-inch to 2§-inch (minimum) caliper balled and burlapped nursery stock. However, today, with the aid of a "tree spade," the same caliper tree may be required as a replacement. Clean -Up: Clean-up after a construction project can be a critical time for tree damage. Trees protected throughout the development operation are often destroyed by carelessness during the final clean-up and landscaping. Fences and barriers shall be removed last, after everything else is cleaned -up and carried away. Maintenance: In spite of precautions, some damage to protected trees may occur. In such cases, the following maintenance guidelines should be followed: a. Soil Aeration - If the soil has become compacted over the root zone of any tree, the ground shall be aerated by punching holes with an iron bar. The bar shall be driven 1-foot deep and then moved back and forth until the soil is loosened. This procedure shall be repeated every 18 inches until all of the compacted soil beneath the crown of the tree has been loosened. b. Repair of Damage 1) Any damage to the crown, trunk, or root system of any tree retained on the site shall be repaired immediately. 2) Whenever major root or bark damage occurs, remove some foliage to reduce the demand for water and nutrients. 3) Damaged roots shall immediately be cut off cleanly inside the exposed or damaged area. Cut surfaces shall be painted with approved tree paint, and moist peat moss, burlap, or top -soil shall be spread over the exposed area. 4) To treat bark damage, carefully cut away all loosened bark back into the undamaged area, taper the cut at the top and bottom, and provide drainage at the base of the wound (Plate 3.38-8), 5) All tree limbs damaged during construction or removed for any other reason shall be cut off above the collar at the preceding branch junction (Plate 3.38-8). 6) Care for serious injuries shall be prescribed by a forester or a tree specialist. C. Fertilization: Broadleaf trees that have been stressed or damaged shall receive a heavy application of fertilizer to aid their recovery. 1) Trees shall be fertilized in the late fall (after October 1) or the early spring (from the time frost is out of the ground until May 1). Fall applications are preferred, as the nutrients will be made available over a longer period of time. 2) Fertilizer shall be applied to the soil over the feeder roots (see Plate 3.38-9). In no case should it be applied closer than 3 feet to the trunk. The root system of conifers extends some distance beyond the drip line. Increase the area to be fertilized by one fourth the area of the crown. 3) Fertilizer shall be applied using approved fertilization methods and equipment. TREE CARE �I �IIJ nl�ll, ..IL TREE WOUND TRIM AND TAPER TREATING BARK WOUNDS INCORRECT CORRECT CORRECT PRUNING DAMAGED BRANCHES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976. Plate 3,38-8 4) Formulations and application rates shall conform to the guidelines given in Table 3.38-A. Maintain a ground cover of organic mulch around trees that is adequate to prevent erosion, protect roots, and hold water. TREE FERTILIZATION W F 0� W w�(DW> Z w w U) j w -w¢xmwZ >zUWU)0 2 Q Q Z Q Tn2WZF� Z (K Q ¢ I.-O J 0 0 W Z Z a¢ dQ 12� > J � REVISIONS REV DATE I COMMENT 1 01/10/22 1 COUNTY COMMENTS - U • Know what§ beb II Call before you dig. DO NOT FEED AREA ADUACENT ALWAYS CALL 811 DRIP LINE '� TO TRUNK (APPROX. 113 OF DIAMETER OF TOTAL ROOT It's fast. It's free. It's the law. AREA) SINCE FEW FEEDER Aft�_ — ROOTS ARE IN THIS AREA. \Aa „L �o o o �� NOT APPROVED FOR ( Aft.moo 0 0 o x �) } AL CONSTRUCTION o o AS THIS DRAWING IS INTENDED FOR MUNICIPALANDIOR AGENCY O — 2 / �` o -� / REVIEW AND APPROVAL IT IS NOT INTENDED ASA CONSTRUCTION AIL�O O � AIL DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 EXTEND FEEDING CIRCLE DRAWN BY: MEG / PM SLIGHTLY BEYOND THE CHECKED BY: RTY DRIP LINE OF THE TREE DATE: 09/30/2021 CAD I.D.: DMP- 0 —I I- -I I I —I I 1—III: I —I I I F-71 11=1 ;II III—I„I III�IIII; HOLES SHOULD BE APPROXIMATELY 1Er DEEP AND 2' APART, AND THEY SHOULD SLANT TOWARD THE TRUNK. Source: Tree Maintenance, Pirone, 1979. TABLE 3.38-A TREE FERTILIZATION FOR PROTECTION FROM CONSTRUCTION ACTIVITY Plate 3.38-9 TREE TYPE SPECIAL CONDITIONS APPLICATION RATE & METHOD FORMULATION Normal 2-4 lbs. per inch dbh; Commercial 10-8-6 or 10- Greater than 6 inches dbh* except American broadcast 6-4 Broad -Leaf Beeches and Crabapples Grade 4-5 lbs. per inch dbh; Commercial 10-6-4 Deciduous Change broadcast Normal 1-2 lbs. per inch dbh; Commercial 10-8-6 or 10- Smaller than 6 inches dbh, including all broadcast 6-4 American Beeches and Crabapples Grade 2-3 lbs. per inch dbh; Commercial 10-6-4 Change I broadcast Greater than 6 inches dbh, located in groups 2-4 lbs per 100 sq. ft. of bed area; Commercial 10-6-4 broadcast Evergreen Narrow -Leaf E Evergre Greater than 6 inches dbh, single specimens 2 lbs. per inch dbh; broadcast Commercial 10-6-4 in open area Smaller than 6 inches dbh 5 lbs. per 100 sq. ft. of bed area; Tankage or Cottonseed incorporated into soil Meal Where nitrogen in soil is sufficient Liberal quantities incorporated into soil Acid Peat Moss or Rotted Broad -leaf Evergreen and applied as mulch Oak Leaf Mold Where additional nitrogen is necessary Also add 5 lbs. per 100 sq. ft. of bed Tankage or Cottonseed area incorporated into soil Meal * dbh : Diameter at breast height (4.5 feet above ground level). Source: Information taken from Tree Maintenance, P. P. Pirone, 1978. PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH Lic. No. 0402056625 01 /10/2022 SHEET TITLE: TREE PRESERVATION NOTES & DETAILS SHEET NUMBER C-702 Source: Tree Maintenance, Pirone, 1979. Plate 3.38-7 REVISION 1 - 01/10/22 N LANDSCAPE NOTES 1. A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. 2. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 \ SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE ` LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. 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. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH -- UNITS FOR SALE THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE - - AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. _ 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES as ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, - --- MATURE HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED - - MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ------------------------- --- \ -------------- --------- ------ ---` 418 p 1 \ I ` \ 1 J \ \ 1 , I i j �` \ I \ . \ V , pl b m PROP. LOCATION OF ENTRANCE LEGEND ,\'\,'` m EXISTING DRIP LINE TO REMAIN 111` CLOD LOD- LIMITS OF DISTURBANCE \1, 1,11 Q EXISTING EVERGREEN AND ; DECIDUOUS TREES TO REMAIN 1 II 11,1 11 11,11 , HATCH LEGEND 1 11 , 1 1 EXISTING TREE CANOPY COVER TO BE PRESERVED = t 75,084 SF COUNTED TOWARD TREE CANOPY REQUIREMENTS ; EXISTING TREE CANOPY COVER \ TO BE PRESERVED = t 21,840 SF NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS / ------------- NNW I� //.Ii7 / / Ap ARM # • as � ;00 gp°�,7w� � /� � 1 _ O • O \ O \ \?i Q �`1j7 W41,1 f OE VEPOO EASEMENT 'OB 466 PC. 491 /TBV. ------------------ / MIN T PROPERTY LINE i A-1 /jp.� ICs I�1►ice ,(1 O. `gJre n �a1H9' i �1•�� III1 Tole eel e°T,°e°e:eiiioP L-.�•r C�00T-TOTOTp 0000000 ! ��f ♦rev>v..uq a a,a,a,armaay a a a a a aoa ll� �(/fir!. O O a('"'7T aaaoa ♦ allail?iiJl�� 1rD �IP`�ilp� f�►�r�� _ a µµ Lao a,• �� ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME NIC COMMON NAME CAL. CONT. CANOPY TOTAL CANOPY SHADE TREES ME 2 MEDIUM AESCULUS CARNEA RED HORSECHESTNUT 11R-1314 CALIB 8 B 151 302 BN 7 LARGE BETUUNIGRA MULTI STEM RIVER BIRCH 1112-1314'CALIB' B+B 397 2,779 CB 11 MEDIUM CPRPINUS BETULUS EUROPEAN HORNBEAM 1112-1314'CALI6 BB 17/ 1,947 CCA 1 SMALL CAIiPINUS CAROLINIANA AMERICAN HORNBEAM 11n-1314 CALIB 8 B 129 129 CA 6 MEDIUM CERCIDIPHYLLUM JAPONICUM JAPANESE KAT$URA 1112-1314'CALIB' B+B 222 032 CLK 3 SMALL CLADRASTISKENTUKEA YELLOWWOOD 1112-1314'CALI6 B+B 289 867 FEY 9 URGE FAGUS GRANDIFOLIA AMERICAN BEECH 11R-1314'CALIB' 8B 327 2,943 GO 3 URGE GYMNOCUDU$ DIOCUS KENTUCKYCOFFEETREE 1112-1314'CALIB' B+B 570 VIO GTI 44 LARGE GLEDITSIATRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1112-1314'CALI6 B+B 424 18,656 LSi 4 LARGE UQUIDAMBER STYRACIFLUA SWEETGUM 11n-1314'CALIB' 8+B 249 996 NS 3 URGE NYS$ASYLVATICA $WRGUMORTUPELO 1112-1314'CALIB' B+B 123 369 PLO 5 LARGE PUTANUS OCCIDENTALIS AMERICAN SYCAMORE 1112-1314'CALI6 B+B 1,253 6,265 QP2 41 LARGE QUERCUS PPLUSTRIS PINOAH 11n-1314'CALIB' 8 B 370 15170 OPH2 33 URGE QUERCUS PHELLOS WILLOW OAK 1112-1314'CALIB' B+B 370 12210 SA fi MEDIUM SASSAFRAS ALBIDUM SASSAFRAS 1112-1314'CALI6 B B 197 1,182 SJR 3 MEDIUM SOPHOM JAI'ONIC4"REGENT' REGENT JAPANESE PAGODATREE HQ-1314'CALIB' 8 B 397 191 TOG 4 URGE TILIACORDATA'GREEN$PIRE' GREENSPIRE LINDEN 1112-1314'CALIB' B+B 249 996 SUBTOTAL: 185 SUBTOTAL: 69,044 ORNAMENTALTREES AC2 6 SMALL AMELANCHIERCANADENSIS $HADBLOW SERNCEBERRY 1112-1314'CALIB' B+B 130 780 CC 8 SMALL CERCIS CANADENSIS EASTERN REDBUD 11n-1314'CALIB' B+B 124 992 CK 6 SMALL CORNUS KOUSA KOUSA DOGWOOD 1171-1314'CALIB' 8+B 128 768 CPY 5 SMALL CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1112-1314'CALIB' B+B 145 725 MV 6 SMALL MAGNOLIA VIRGINMNA SWEETRAY MAGNOLIA 11n-1314'CALIB' B+B 113 678 MXS 10 SMALL MAGNOLIA SODUNGIANA SAUCER MAGNOLIA 11n-1314'CALIB' 8+B 145 1,450 OV 5 SMALL OSTRYAVIRGINIANA AMERICAN HOPHORNBEAM 1112-1314'CALIB' B+B 99 495 SUBTOTAL: 46 SUBTOTAL: 5,888 EVERGREEN TREES CAG 7 URGE CEDRUS ATLANTICA'GUUCA' BLUE ATLAS CEDAR VIAT. B+B 41 287 CJY 9 MEDIUM CRYPTOMERIAJAPONICA'YOSHINO' YOSHINOJAPANESE CEDAR 8'HT. B+B 123 1,107 CLY 15 MEDIUM X CUPRESSOCYPARIS LEYUNDII LEYUNDCYPRESS FHT. 8+B 23 345 CT 13 MEDIUM CHAMAECYPARIS UWSONIANA LAWSON FALSECYPRES$ 8'HT. B+B 143 1,859 IO 5 SMALL ILEX OPACA AMERICAN HOLLY 8'HT. B+B 56 283 IXF2 11 SMALL ILEXX FOSTERI FOSTERS HOLLY FHT. 8+B 16 176 IXN 14 SMALL ILEX VNELUE R. STEVEN' NELLIE R. STEVENS HOLLY 8'HT. B+B 44 616 JV 9 SMALL JUNIPERUSVIRGINIANA EASTERN RED CEDAR 8'HT. B+B 16 144 PIAB 12 URGE PICEAABIES NORWAY SPRUCE FHT. 8+B 41 492 PS 9 URGE PINUSSTROBUS EASTERN WHITE PINE 8'HT. B+B 118 1,062 PSL 4 LARGE PINUS SYLVESTRIS SCOTCH PINE 8'HT. B+B 90 360 PT 10 URGE PINUSTHUNBERGIANA JAPANESE BUCK PINE 8'HT. 8+B 143 1,430 PTAE 13 URGE PINUS TAEOA LOPLOLLY PINE 8'HT. B+B 207 2,691 TOE 15 SMALL THUJA OCCIDENTALIS'EMERALD' EMERALD GREEN ARBORVITAE 8'HT. B+B 10 150 TPG 6 SMALL THWA PUGAWGREEN GIANT GREEN GIANTARBORVLTAE FHT. 8+B 7 42 SUBTOTAL: 152 SUBTOTAL: 11,041 DECIDUOUSSHRUBS AAB 35 NA ARONMARBUTIFOUABRILLIANTIESIMA' RED CHOKEBERRY 18-24'HT. #3 CAN 7 245 CA 55 NA CLETHRAALNIFOLIA SUMMERSWEET DLETHRA 18-24'HT. #3 CAN 16 883 CAS 13 NA CORNUSALBA'SIBIRICA' SIBERIAN DOGWOOD M24'HT. #3 CAN 28 364 CFL 28 NA CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 18-24'HT. #3 CAN 26 72B CSK 18 NA OORNU$ SERICEA'KELSEYI' KELSEY DOGWOOD 18 WHIT. #3CAN 72 1,296 HQSQ 13 NA HYDRANGEA QUERCIFOLIA'SNOW QUEEN' OAHLEAF HYDRANGEA M24'HT. #3 CAN 16 20B HV 12 NA HAMAMELIS VERNALIS VERNAL WITCHHAZEL 18-24'HT. #3 CAN 23 276 IV 30 NA ITEA VIRGINICANENRYS GARNET GARNET SWEETSPIRE 18 WHT. #3 CAN 64 1,920 RAGL 70 NA RHUSAROMATICA"GROLOW GRO{OW SUMAC M24'HT. #3 CAN 33 2XII VD5 31 NA VIBURNUM DENTATUM ARROWNDOD VIBURNUM 18-24'HT. #3 CAN 31 961 SUBTOTAL: 305 SUBTOTAL: 9,188 EVERGREEN SHRUBS ICBUR 80 NA ILEX CORNUTA'BURFORDII' BURFORD HOLLY 18-24'HT. #3 CAN 57 4,560 ICC 21 NA ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-W HT. #3 CAN 16 W IGS 95 NA ILEX GUBRA'SHAMROCK' SHAMROCK INKBERRY HOLLY WVHT. #3 CAN 23 2,185 JCH 56 NA JUNIPERUS CHINENSIS'HE17 HEZJUNIPER 18-24'HT. #3 CAN 11 616 MAD 12 NA MAHONIAAQUIFODUMQOMPACTUM' COMPACT OREGON GRAPEHOLLY 18-W HT. #3 CAN 2 24 MYC 30 NA MYRICACERIFERA WAX MYRTLE 162VHT. #3 CAN 44 1,320 RM 27 NA RHODODENDRON MAXIMUM'ROSEBAY ROSEBAY RHODODENDRON 18-24'HT. #3 CAN 13 351 RPJM 23 NA RHODODENDRON CAROUNIANAX PJM PJM RHODODENDRON 18-W HT. #3 CAN 13 2% TBR 125 NA TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 162VHT. #3 CAN 28 3,500 VR5 27 NA VIBURNUM X RHYPDOPHYLLUM LEATHERLEAF VIBURNUM 18-24'HT. #3 CAN 64 1,728 SUBTOTAL: 4% SUBTOTAL: 14,919 OFFSITE LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. HT. CONT. SHADE TREES ARDS 13 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3'CAL. 112-14' B+8 LAP 10 ULMUSAMERICANA'PRINCETOFf PRINCETON AMERICAN ELM 3CAL.112-14' B+B SUBTOTAL: 23 DECIDUOUSSHRUBS HV 18 HAMAMELIS VERI4ALIS VERNAL WRCHHAZEL 3 4'HT. & SPREAD B+B RAGL 30 RHUSAROMATICA"GRULOW GROLOW SUMAC 12-18"HT.&SPREAD #1 CAN SEE 70 SPIRAEAX BUMALDA'GOLDFUME' GOLD FUME SPIREA 15-18W..&SPREAD #3 CAN SUBTOTAL: 118 EVERGREEN SHRUBS IOC 60 ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 24 30'HT. & SPREAD #3 CAN MYC 9 MYRICACERIFERA WAX MYRTLE N-6 HT. &SPREAD B+B VR5 21 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 6MIN. B+B SUBTOTAL: 90 C7 Z EE W W w Z I- WWC7W �U�U Z W C7 _ 5:_ of W 1.- Q 2 W �IYQIYm� mijCn72QQZ OZQQQF QY Z JO0(AW ll o Q J OO W H 6n REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA IBOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com rT ALTH Iris RYAN YALIUER Lic. No. 0402056625 01/10/2022 -•1 SHEET TITLE: OVERALL LANDSCAPE PLAN SHEET NUMBER C-703 REVISION 1 - 01/10/22 N LANDSCAPE SCHEDULE - C-704 KEY QTY. BOTANICAL NAME COMMONNAME CAL. IHT. CONT. SHADETREES ARCO 9 ACER RUBRUM'OCTOBER GLORY OCTOBER GLORY RED MAPLE 1112 -1314" CAL. 18' B+B BN 7 BETULANIGRA MULTI STEM RIVER BIRCH 1112-1314'CAL.IB' B+B CB 11 CARPINUSBETULUS EUROPEAN HORNBEAM 1117-1314'CAL.18' B+B CLK 3 CLADRASTISKENTUKEA YELLOWMOOD 1112-1314"CAL.18' B+B FSY 9 FAGUSGRANDIFOLIA AMERICANBEECH 1112-1314'CAL.IB' B+B GD 1 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 11p-1314'CAL.IB' B+B GTI 14 GLEDITSIATRIACANTHOSINERMIS THORNLESS HONEYLOCUST 1112 -1314" CAL. 18' B+B LS1 4 UQUIDAMBER STYRACIFLUA SWEETG'JM 11f2-1314"CALI8' B+B OP2 10 QUERCUSPALUSTRIS PIN OAK 1117-1314'CAL.18' B+B OPH2 6 OUERCUS PHELLOS W'ILLOWOAA 1112 -1314" CAL. 18' B+B SA 6 SASSAFRAS ALBIDUM SASSAFRAS 1112-1314'CAL.IB' B+B SJR 3 SOPHORAJAPONICATEGENT REGENT JAPANESE PAGODATREE 1 W-1314'CAL.18' B+B UAP 8 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 1112 -1314" CAL. 18' B+B SUBTOTAL: 86 ORNAMENTAL TREES AC2 6 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1112-1314"CAL. 18' B+B CK 1 CORNUS KOUSA KOUSA DOGWOOD 11f2-1314'CAL.18' B+B w 4 MAGNOLKVIRGINIANA SWEETSAY MAGNOLIA 11f2-1314"CAL.IB' B+B N1%S 10 MAGNOLIA %SOULANGMNA SAUCERMAGNOLLA 1112-1314"CAL. 18' B+B SUBTOTAL: 21 EVERGREEN TREES CJY 6 CRYPiOMERIAJAPONICA'YOSHINO' YOSHINO JAPANESE CEDAR BHT. B+B CLY 10 XCUPRESSOCYPARIS LEYLANDII UPLAND CYPRESS 8'HT. B+B CT 3 CHAMAECYPARIS LAWSONIANA LAWSON FALSECYPRESS BHr. B+B 10 5 ILEXOPACA AMERICAN HOLLY BHT. B+B IXF2 3 ILEXXFOSTERI FOSTER'SHOLLY 8'HT. B+B DIN 7 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENS' HOLLY 6 Hr. B+B JV 3 JUNIPERUS VIRGINIANA EASTERN RED CEDAR BHT. B+B PS 7 PINUS STROBUS EASTERN WHITE PINE 8'HT. B+B PSL 4 PINUS SYLVESTRIS SCOTCH PINE 8'HT. B+B PTAE 13 PINUSTAEDA LOPLOLLY PINE BHT. B+B TPG 6 THWAPLICAWGREEN GIANT GREEN GIANTARBORVFAE B'HT. B+B SUBTOTAL: 67 1 ------------- 01 ---- ,� as — — // L �SNQ�oG�� ------------ ------ , n , m , SBG A O M \I \ I I 1 1 I I \ \ LANDSCAPE SCHEDULE - C-704 KEY QTY. BOTANICAL NAME COMMON NAME CAL. HT. CONT. DECIDUOUS SHRUBS AAB 27 ARONIAARBUTIFOLIATRILLMNTISSIMA' RED CHOKEBERRY 18-24"HT. #3 CAN CA 55 CLETHRAALNIFOUA SUMMERSWEETCLETHRA 18-247HT. #3 CAN CAS 8 CORNUSALBA'SIBIRICA' SIBERIAN DOGWOOD 18-2THT. #3 CAN CFL 19 CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 18-24"HT. #3 CAN HV 18 HAMAMELISVERNALIS VERNAL'MTCHHAZEL 18-247HT. #3 CAN IV 23 ITEAVIRGINICA'HENRYS GARNET GARNET SW'EETSPIRE 18-24"HT. #3CAN SBG 70 SPIRAEA X BUMALDA'GOLDFLAME' GOLD FLAME SPIREA 18-2THT. #3 CAN SUBTOTAL 2Z0 EVERGREEN SHRUBS ICBUR 14 ILEACORNUTA'BURFORDII' BURFORD HOLLY 18-24"HT. #3 CAN ICC 60 ILEXCRENAWCOMPACTA' COMPACT JAPANESE HOLLY 18-24"HT. #3 CAN JCH 13 JUNIPERUS CHINENSIS'HETZIr HETZJUNIPER 18-24Hr. #3 CAN MAO 12 MAHONIAAQUIFODUM'COMPACTUW COMPACT OREGON GRAPEHOLLY 18-24"HT. #3 CAN RM 21 RHODODENDRON MAXIMUM'ROSEBAY ROSERAY RHODODENDRON 18-24"HT. #3 CAN RPJM 23 RHODODENDRON CAROLINIANA X PJM PUN RHODODENDRON 18-24"Hr. #3 CAN TBR 75 TAXUS BAOCATA'REPANDENS' SPREADING ENGLISH YEW 18-24"HT. #3 CAN VR5 48 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 18-24"HT. #3 CAN SUBTOTAL: N6 APPROX LOC. 9� OF VEPCO EASEMENT Z9.9. 466 PG 491 /TB4 W� r� 0 ------------------------------ --'-----_---------------------------------- - --- ---J 1 r-------- - -� ------ 7.5 0 l 30 — LMATCHLINE ,30.- SHEET �Y 502 g C �L �e \ BUILDING 4 FIFE = 490.25 / NO / SBG / UAP ATCHLINE - SHEET BUILDING 3 FFE = 490.25 LEGEND EXISTING DRIP LINE TO REMAIN O W W UJ —LDD Loo— LIMITS OF DISTURBANCE Z / EXISTING EVERGREEN AND Z z Q DECIDUOUS TREES TO REMAIN z w F Z w Y LUZLU LU WU)rJ F W a 2 p W �IYaof in HATCH LEGEND � Z a a Z 0 <CL- 3 EXISTING TREE CANOPY COVER Z 00C1) Of Z \ FSY TO BE PRESERVED = ± 75,084 SF a Z U) d \ \\ •`___`-"` COUNTED TOWARD TREE CANOPY REQUIREMENTS 3: J d J U / EXISTING TREE CANOPY COVER O H TO BE PRESERVED = ± 21,840 SFCO NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS SEE LANDSCAPE NOTES PROVIDED _ ON SHEET C-705 AND C-706 REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS 1 \ Know what's below. Call before you dig. \ ALWAYS CALL 811 \ It's fast. It's free. It's the law. \ \ NOT APPROVED FOR CONSTRUCTION \ THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 \ \ N \ DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP-O PROJECT: ` m FINAL SITE PLAN 0 VIA FOR RST RESIDENCES PROPOSED \ I LOCATION / / ! SEMINOLE TRAIL cau c!2 '; '� \ AND ASHWOOD BLVD. o CHARLOTTESVILLE, VA22911 20 1 1 ALBEMARLE COUNTY, VA 1 BOHLERI VICE. eM LIP makV, t P'WA1�. N -- V `�` 40 \\\\ \\\ a1\ \` \\\ i \; `a` \ \� `` \\a` \\`\ ,\`\\ \ \\\\\ \\\1\ \111 \ \ \ \ 1 1 1 lu NN 1\ \ 1 orn m Z m I , It I 1 I------------- ---------------------------- WATCHLINE - SHEET C-704 mill Nr 6�6\F 0��00 CIO�� mom 4111m F�� 1A / m / LANDSCAPE NOTES 1. A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. ---- - -- 2. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE -`♦ STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE `a SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN --,(qs-_- ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, ,____ " CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY _ VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED .-' FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. , 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING. 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. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP. IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S `♦�_- ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE \ / INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A / FORM PREPARED BY THE COUNTY ATTORNEY. \ L� 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES d ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN J ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. �(g 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED / AT, MATURE HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. SHRUBS AND TREES SHALL BE S _ /� PRUNED MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. O U H W W 2 1 W Z J �U FIFE = 481.42 GFE = 480.75 FIFE = 480.75 GFE = 480.08 FIFE = 480.08 GFE = 479.42 FIFE = 479.42 GFE =GFE 478� FIFE = 478.75 GFE = 478.08 FIFE = 478.08 GFE = 477.42 FFE = 47.42 GFE = 476.75 �® = LANDSCAPE SCHEDULE - C-705 KEY QTY. BOTANICAL NAME COMMONNAME CAL./HT. CONT. SHADE TREES AROG 6 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 1112-13W CAL.18' B+B CCA 1 CARPINUSCAROLINLW AMERICAN HORNBEAM 112-13V'CAL.18' B+B CJK 2 CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 1112-13V'CAL.18' B+B GTI 23 GLEDITSN TRKCANTHOS INERMIS THORNLESS HONEYLOCUST 1 112 -1 NV CAL.18' B+B INS 2 NYSSA SYLVATICA SOURGUM OR TUPELO 112-1319CAL.18' B+B QP2 10 QUERCUS PALUSTRIS PINOAK 1112-13V'CAL.18' B+B QPH2 22 QUERCUS PHELLOS WILLOW OAK 1 112 -1 NV CAL.18' B+B TOG 2 TILIA CORDAWGREENSPIRE' GREENSPIRE LINDEN 112-1319CAL.18' B+B UAP 2 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM IW-1 X9 CAL.18' B+B SUBTOTAL: 70 ORNAMENTAL TREES CC 5 CERCIS CANADENSIS EASTERN REDBUD 112-1319CAL.I8' B+B CK 5 CORNUS KOUSA KOUSA DOGWOOD 1112-1 WCAL. 18' B+B CPY 5 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 112-134'CAL.18' B+B SUBTOTAL: 15 EVERGREEN TREES CLY 1 XCUPRESSOCYPARIS LEYIANDII LEYIANDCYPRESS 8'HT. B+B CT 5 CHAMAECYPARIS LAWSONKNA LAW'SON FALSECYPRESS 8'HT. B+B IXN 7 ILEX VNELLIE R. STEVEN' NELLIE R. STEVENS' HOLLY 8' HT. B+B PLAB 1 PICEA ABIES NORWAYSPRUCE 8'HT. B+B PT 5 PINUSTHUNBERGMNA JAPANESE BLACK PINE 8'HT. B+B SUBTOTAL: 19 DECIDUOUSSHRUBS AAB 8 ARONIAARBUTIFOLIATRILLMNTISSIMA' RED CHOKEBERRY 18-24"HT OCAN CSK 8 CORNUS SERICEA'KELSEYI' KELSEY DOGWOOD 18-24"HT. W3 CAN RAGL 51 RHUS AROMATICA'GRO{OW GRPLOWSUMAC 18-24"HT. M3 CAN VD5 11 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24"HT OCAN SUBTOTAL: 78 EVERGREEN SHRUBS IGS 32 ILEXGLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 18-24"HT. A3CAN WC 9 MYRICACERIFERA WAX MYRTLE 18-24"HT. d3 CAN RM 6 RHODODENDRON MAXIMUM'ROSEBA' ROSEBAY RHODODENDRON 18-24HT. M3 CAN SUBTOTAL: 47 / LEGEND I/ EXISTING DRIP LINE TO REMAIN I —LOD LOD— LIMITS OF DISTURBANCE Q EXISTING EVERGREEN AND ^,V/ DECIDUOUS TREES TO REMAIN / HATCH LEGEND 11 EXISTING TREE CANOPY COVER I TO BE PRESERVED = ± 75,084 SF COUNTED TOWARD TREE CANOPY REQUIREMENTS I / / EXISTING TREE CANOPY COVER TO BE PRESERVED = ± 21,840 SF _ NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS 1 ; VD5 1 / V 413 N VZ #4 i ��J i i /// / ; .♦♦ ___ RM _ __-_r-'-\�/____�/ \�-.., _ �, ' 1 ______ p___a V NS _ --- ! 1,026 LF SOUTHEAST PROPERTY LINE / z Of W W LU Z I- of W W Z ul ul W U) U z of W Q 2 W U)z)a<mz mi v»2 W OzIt< ZJOfrn Vjo_ azVja J O CO W CO REVISIONS REV DATE E COMMENT 1 01/10/22 1 COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com vvv _.a.ALTH e.. F;M%N YALIl Lic. No. 0402056625 01/10/2022 -19 SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-705 REVISION 1 - 01/10/22 a N J /j, i , i-- % ```___ __ ' '',/�j,i� ,gyp-.,♦ i � / /I , `♦ `\ �` :`�� \ \`ray- \�� ` ` `` ♦♦ ------------------- ---------------- r' '\--- - -�� /�\\,\: `,\\`\: \ 1 \ C , \ I'; �.,,\, 0 , ♦ , 1 �� `, 1 \ ` ,� / / ' §'<. �♦ '\y`,,, I , I 1 \`\ 1 \ 11,1 IIII \, ♦ ` 504 \` \, N %;\ 0%,% _ Xt _• \..�? i ( 11 /1/'II -' / ' %'%'' / 1'` C��"' _ '' `'' I_'' -`V` ```\``\ \\`\\\�\\�♦``\It `♦``♦ �\0�,`\, ,0 ,`It , ♦ / / ,/_♦` \ ♦\\\,\1\` ,, I , /' , . , 1 , \,%% \"\ i--, I i i1'ii`♦,`\; I N\`\`,`\`,_ N1 `t' O ' ' '' '' ' ' ' , , -,', b __, 1 -a ♦` `' .-*` �` 1 , ;; I I I j � 1;;;III ;;, 1`\`��`�"\ 141, IF I- _ _ `� '"'' j' %�%`�♦` `�\ I, it i� `♦ I r ' i i i _%" j 1 1 \ �`\`\`\\\"`\`�``�`\ -i PFi5P. LmXTIONOENmnxceSo`\\ I •`,jl ` , j I 1 1� _ ` . O ```` 1 1 `♦ \`\`,\♦\\`, \�♦�♦` J /npincExr DENT�OPMEM \\�`\,( L 1 � 111 , - , \ ` -1 ' , 1 1 1 i `\ `, `\ 1 1 \ \ `, \ \ ` \ ` ` \ \` ♦` PIJ9IWEDWIT¢MAA;� ] `\\\"1 11 1♦`y 111` ♦1 1 1 1 1 l•, \ ♦ \ 1 1\ \ \\\`\ ``\\` ``\`\ VIM,IIIINl ?,`, . `, , \ \ ♦ \, `, \`` , 111 � ` II III I" _I 1 , , ',< , 1 I 1 , � I^11; p,,\`, l�/r `♦ -- ' \ `, `♦ `)``,` \ ----=� � i ; � ) ��\� ; 1 j \; ,�; 1"II�` ; �. ; , ; , , 1 0Oj I I 1 ? ,11 C, ; \ Z/ : -- \�`\ I 1 `\ 1 ' ```♦ 1 1 \ ' , , \ \ , , \ 1 i1�; /, ' , , \ \ , 1 1 1 I\11 \ ; \ `` / , ` \ ♦ ` 1 I 1 ; ; 1 I \`I `\�` "' %' , :' ^` ' i I I �I11 1 „ „' 11 �- =, -- , , \ I I 1 ` ♦. \ 1 I I ♦ , \1 , I , . �♦ � ` ` `\\ -' ; II ; \1 `, �; 11` �\`\` ��j- �r-- ii 111 1`, ' _♦ �`\ J \�-" %' 1 I I r ♦ �``\�\\\\\ r ``\`;;\`�` `___ ��Z-� /, ' -,/,, ,, 11 ` „ ` ♦\ ♦ -' % - \ ) -, ,\11� . ` 1 ♦ " _ ; / „``,\\♦♦lull `\: \\,`,, `,,,\L�� -, 1 ` .•; ' , l I \ ' ,1, ` ,\` , ` % i'\`,11 IIII 11:`♦ \ \ \\ \ , „\ ''---� 1 1 \. A " , . ; ; , IIII IIII IIII`,`:: \ `; : `; ♦ ``;::"- - _` , \ \ - `.� ` ; , ---- ♦. ., ,\ ♦ `♦ 1 ., ,' III IIII,111 \ \\ .♦ \ ,♦;--� '' , /- -- LEGEND %( REM PARKING LOT AND VEHICULAR �M^' CIRCULATION AREA INTERIOR PARKING LOT TREES 150 75 37.5 0 150 INTERIOR PARKING LOT AREA 1 "=150' ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMONNAME CAL./HT. CONT. CANOPY TOTAL CANOPY SHADE TREES AHB 2 MEDIUM AESCULUB CARNEA RED HORSECHESTNUT 11R-1314 CAL.18' B+B 151 302 BN 7 LARGE BETULINIGRA MULTI STEM RIVER BIRCH 1112-13WCAL.IB' BIB 397 2,779 CB 11 MEDIUM CARPINUS BETULUS EUROPEAN HORNBEAM 1112-131VCAL.18' BIB 177 1,947 CCA 1 SMALL CARPINUSCAROLINIANA AMERICAN HORNBEAM 11Q-1 WCAL.18' BIB 129 129 CJK 6 MEDIUM CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 1112-13WCA-.18' BIB 222 1,332 CLK 3 SMALL CIADRASTIS KENTUKEA YBLOWWOOD IQ-131V CAL. 18' BIB 289 867 FSY 9 LARGE FAGUS GRANDIFOLIA AMERICAN BEECH 11Q-1 WCAL.18' BIB 327 2,943 GO 3 LARGE GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 1112-13WCAL.18' BIB 570 1,710 GTI 44 LARGE GLEDITSLA TRMCANTHOS INERMIS THORNLESS HONEYLOCUST 11R-1314'CPL.18 BB 424 18,656 LSi 4 LARGE LIQUIDAMBER STYRACIFLUA SWEETGUM 11Q-1 WCAL.18' BIB 249 996 NS 3 LARGE NYSSA SYLVATICA SOURGUMORTUPELO 1112-13W CAL. 18' BIB 123 369 PLO 5 LARGE PUTANUS OCCIDENTALS AMERICAN SYCAMORE 11R-1314'CAL. 18 B B z 53 2 6 65 OP2 41 LARGE QUERCUS PALUSTRIS PIN OAR 11Q-1 WCAL.18' BIB 370 15,170 QPH2 33 LARGE QUERCUS PHELLOS W'ULLOWOAA 1112-13WCAL.18' BIB 370 12,210 SA 6 MEDIUM SASSAFRAS ALBIDUM SASSAFRAS IQ-1314'CAL. 18, BIB 197 1,182 SJR 3 MEDIUM BOPHORA JAPONICA°REGENT" REGENT JAPANESE PAGODATREE 110-1314'CAL.18' B+B 397 1191 TCG 4 LARGE TILK CORDATA'GREENSPIRE' GREENSPIRE LINDEN 1112-1314- CAL .18' BIB 249 996 SUBTOTAL 185 SUBTOTAL: 69,044 ORNAMENTAL TREES AC2 6 SMALL AMELANCHIER CANADENSIS SHADBLOWSERVICEBERRY 1112-1314'CAL.IB' BIB 130 780 CC 8 SMALL CERCIS CANADENSIS EASTERN REDBUD 1112-1314'CAL.18' BIB 124 992 CK 6 SMALL CORNUSKOUSA KOUSA DOGWOOD 1 W-1314'CAL. 18' BIB 128 768 CPY 5 SMALL CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1112-1314'CAL. 18' BIB M5 725 MV 6 SMALL MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1 112 -1 314CPL.18 B B 113 678 MXS 10 SMALL MAGNOLKXSODUNGIANA SAUCER MAGNOLK 11R-1314'CAL.18' BIB 145 1,450 OV j 5 j SMALL OSTRYAVIRGINKNA AMERICAN HOPHORNBEAM 1112-1314-CAL.IS BIB 99 495 SUBTOTAL', 1 46 SUBTOTAL: 5,888 EVERGREEN TREES CAG 7 LARGE CEDRUS ATWJTICA'GLAUCA' BLUE ATLAS CEDAR 8'HT. BIB 41 287 GUY 9 MEDIUM CRYPTOMERIA JAPONICA TOSHINO YOSHINO JAPANESE CEDAR 8'HT. BIB 123 1,107 CLY 15 MEDIUM X CUPRESSOCYPARIS LEVLANDII LEYLAND CYPRESS 8'HT. BIB 23 345 CT 13 MEDIUM CHAMAECYPARIS IAWSONMNA LAWSON FALSECYPRESS 8' HT. BIB W 1,859 10 5 SMALL ILEX OPACA AMERICAN HOLLY 8'HT. BIB 56 280 IXF2 11 SMALL ILEX X FOSTERI FOSTERS HOLLY 8'HT. BIB 16 176 IXN 14 SMALL ILEX VNELUE R. STEVEN' NELLIE R. STEVENS'HOLLY 8' HT. BIB 44 616 JV 9 SMALL JUNIPERUSVIRGINIANA EASTERN RED CEDAR 8'HT. BIB ifi 144 PMB 12 LARGE PICEAABIES NORWAY SPRUCE 8'HT. BIB 41 492 PS 9 LARGE PINUS STROBUS EASTERN WHITE PINE 8' HT. BIB 118 1,062 PSL 4 URGE PINUS SYLVESTRIS SCOTCHPINE 8'HT. B+B 90 360 PT 10 LARGE PINUS THUNBERGRNA JAPANESE BUCK PINE 8'HT. B+B 143 1,430 PTAE 13 URGE PINUSTAEDA LOPLOLLY PINE 8' HT. B+B 207 2,691 TOE 15 SMALL THWA OCCIDENTALIS'EMERALD' EMERALD GREEN ARBORVTAE 8'HT. B+B 10 150 TPG 6 SMALL THUJA PLICATA'GREEN GIANT GREEN DIANP ARBORVITAE 8'HT. B+B 7 42 SUBTOTAL'. 152 SUBTOTAL: 11,041 DECIDUOUSSHRUBS AAB 35 NA ARONIAARBUTIFOLK'BRILLLANTISSIMA' RED CHOKEBERRY 18-29 HT. #3 CAN 7 245 CA 55 NA CLETHRAALNIFOLM SUMMERSWEET CLETHRA 18-Y HT. #3 CAN ifi 880 CAS 13 NA CORNUSALBA'SIBIMCA' SIBERIAN DOGWOOD 18-24"HT. #3 CAN 28 364 CFL 28 NA CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 18-YHT. #3 CAN 26 728 CSK M NA CORNUS SERCEA'KELSEYI' KELSEY DOGWOOD 18-YHT. #3 CAN 72 1,296 HOSQ 13 NA HYDRANGEA QUERCIFOOA'SNOW QUEEN' OAMEAF HYDRANGEA 18-24"HT. #3 CAN 16 208 HV 12 NA HAMAMELISVERNALIS VERNAL WITCHR42EL 18-Y HT. #3 CAN 23 276 IV 30 NA ITEAARGINICA'HENRY'S GARNET GARNET SWEETSPIRE 18-YHT. #3 CAN 64 1,920 RAGL 70 NA RHUS AROMATICA'GRO-LOW GRO-LOW SUMAC 18-24" HT. #3 CAN 33 2,310 VD5 31 NA VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18-24"HT. #3 CAN 31 961 SUBTOTAL'. 305 SUBTOTAL: 9,188 EVERGREEN SHRUBS ICBUR 80 NA ILEX CORNUTA'BURFORDII' BURFORD HOLLY 18-24"Hr. #3 CAN 57 4,560 ICC 21 NA ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24"HT. #3 CAN ifi 336 IGS 95 NA ILEXGLABRA'SHAMROCK SHAMROCK INKBERRY HOLLY 18-24"HT. #3 CAN 23 2,185 JCH 56 NA JUNIPERUS CHINENSIS'HETZ11' HETZJUNIPER 18-24" HT. #3 CAN 11 616 MAD 12 NA MAHONIAAQUIFOLIUM'COMPACTUM' COMPACT OREGON GRAPEHOLLY 18-YHT. #3 CAN 2 24 MYC 30 NA MYRICACERIFERA WAX MYRTLE 18-X HT. #3 CAN 44 1,320 RM 27 NA RHODODENDRON MAXIMUM'ROSEBAY ROSEBAY RHODODENDRON 18-24"HT. #3 CAN 13 351 FINN 23 NA RHODODENDRON CAROLINKNAX PJM PJM RHODODENDRON 18-M, HT. #3 CAN 13 299 TBR 125 NA TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 18-24"HT. #3 CAN 28 3,500 VR5 27 NA LABURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 18-24"HT. #3 CAN 64 1,728 SUBTOTAL'. 496 SUBTOTAL: 14,919 OFFSITE LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMONNAME CAL. IHT. CONT. SHADE TREES ARCS 13 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3" CAL. 112-14' B+B LAP 10 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 3" CAL. 112-14' B+B SUBTOTAL: 23 DECIDUOUSSHRUBS HV 18 HAMAMELIS VERNALIS VERNALWITCHHAZEL 3 4'HT. & SPREAD B+B RAGL 30 RHUS AROMATICA'GRO{OW GRO-LOW SUMAC 12-18"HT. & SPREAD #1 CAN SBG 70 SPIRAEAX BUMALDA'GOLDRAME' GOLD FLAME SPIREA 1518'HT. & SPREAD #3 CAN SUBTOTAL: 118 EVERGREEN SHRUBS ICC 60 ILEX CRENAWCOMPACTA' COMPACT JAPANESE HOLLY 24-W Hrr. & SPREAD #3 CAN MYC 9 MYRICACERIFERA WAX MYRTLE 4'5'HT. &SPREAD B+B VR5 21 VIBURNUM X RHYPDOPHYLLUM LEATHERLEAF VIBURNUM 5'MIN. B+B SUBTOTAL: 90 (D) LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE ASHWOOD BOULEVARD - VA RTE. 1670 (LOCAL ROAD) SOUTHWEST TOTAL LINEAR FEET 436 LF DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 436 9 *8 SHRUBS 1/5 X436 88 '39 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 8 8 8 100% 100% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% EVERGREEN LARGE TREE 0 0 0 0 0% 0% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% TOTAL *0 8 8 8 100% DECIDUOUS SHRUB 0 30 30 39 77% EVERGREEN SHRUB 0 9 9 23% TOTAL *0 39 39 39 100% " "SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT *EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. (D) LANDSCAPE BUFFER REQUIRED PER ZMA2020-00007 ADJACENT PROPERTY LINE ASHWOOD BOULEVARD - VA RTE. 1670(LOCAL ROAD) SOUTHWEST TOTAL LINEAR FEET 436 LF DESCRIPTION REQUIRED PROVIDED BUFFER YARD WIDTH 20' 20' TREES NA *8 SHRUBS NA *8 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 2 2 7 25% 88% MEDIUMTREE 0 0 0 0% SMALLTREE 0 5 5 63% EVERGREEN LARGE TREE 0 1 1 1 12% 12% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% TOTAL *0 8 8 8 100% DECIDUOUS SHURB 0 8 8 8 100% EVERGREEN SHRUB 0 0 0 0% TOTAL *0 8 8 8 100% "SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT *EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. LANDSCAPING WITHIN A PARKING AREA SECTION 32.7.9.6 PARKING LOT AREA AND # OF SPACES 244,722 SF AND 472 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 243,858 SF X 5% 12,236 SF 25,125 SF (10.27%) TREES (1/10) X 487 SPACES 48 86 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 86 86 86 100% 100% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% EVERGREEN LARGE TREE 0 0 0 0 0% 0% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% TOTAL 0 86 86 86 100% DECIDUOUS SHURB 0 0 0 0 0% EVERGREEN SHRUB 0 0 0 0% TOTAL 0 0 0 0 0% "A" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT TREE CANOPY SECTION 32.7.9.8 TOTAL SITE AREA 849,856 SF OR 19.51 AC PROPOSED LAND USE RESIDENTIAL 20+ UNITS PER ACRE MINIMUM TREE CANOPY 10% TREE CANOPY REQUIRED (849,856 SF X 10%) 84,986 SF DESCRIPTION SQUARE FEET ACRES EXISTING CANOPY TO BE PRESERVED 75,084 SF 1.72 AC PROPOSED CANOPY 110,080 SF 2.53 AC TOTAL CANOPY PROVIDED 185,164 (21.79%) 4.25 (A) LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE SEMINOLE TRAIL - US RTE. 29 (PRINCIPAL ARTERIAL) NORTHWEST TOTAL LINEAR FEET 755 LF DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50)X 755 16 *15 SHRUBS (1/5) X 755 152 *169 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 15 15 15 100% 100% MEDIUMTREE 0 0 0 0% SMALLTREE 0 0 0 0% EVERGREEN LARGE TREE 0 0 0 0 0% 0% MEDIUM TREE 0 0 0 0% SMALLTREE 0 0 0 0% TOTAL *0 15 15 15 100% DECIDUOUS I SHURB 0 88 88 169 52% EVERGREEN SHRUB 0 81 81 48% TOTAL *0 169 169 169 100% "I" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT *EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. (A) LANDSCAPE BUFFER REQUIRED PER ZMA2020-00007 ADJACENT PROPERTY LINE SEMINOLE TRAIL - US RTE. 29 (PRINCIPAL ARTERIAL) NORTHWEST TOTAL LINEAR FEET 755 LF DESCRIPTION REQUIRED PROVIDED BUFFER YARD WIDTH 100, 100' TREES NA *110 SHRUBS NA '259 TYPES I DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 20 20 54 19% 49% MEDIUMTREE 0 17 17 15% SMALLTREE 0 17 17 15% EVERGREEN LARGE TREE 0 24 24 56 22% 51% MEDIUMTREE 0 14 14 13% SMALLTREE 0 18 18 16% TOTAL *0 110 110 110 100% DECIDUOUS SHURB 0 101 101 259 39% EVERGREEN SHRUB 0 158 158 61% TOTAL *0 259 259 259 1 100% "11" SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT 'EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. (B) LANDSCAPE BUFFER REQUIRED PER ZMA2020-00007 ADJACENT PROPERTY LINE NORTHEAST TOTAL LINEAR FEET 1,247 LF DESCRIPTION REQUIRED PROVIDED BUFFER YARD WIDTH 20' 20' TREES NA *72 SHRUBS NA *144 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 10 10 29 14% 40% MEDIUMTREE 0 5 5 7% SMALL TREE 0 14 14 19 % EVERGREEN LARGE TREE 0 13 13 43 18% 60% MEDIUMTREE 0 10 10 14% SMALLTREE 0 20 20 28% TOTAL *0 72 72 72 100% DECIDUOUS SHRUB 0 55 55 144 38% EVERGREEN SHRUB 0 89 89 62% TOTAL *0 144 144 144 100% "QD"SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT *EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. (C) LANDSCAPE BUFFER REQUIRED PER ZMA2020-00007 ADJACENT PROPERTY LINE SOUTHEAST TOTAL LINEAR FEET 1,026 LF DESCRIPTION REQUIRED PROVIDED BUFFER YARD WIDTH 40' 40' TREES NA *81 SHRUBS NA *390 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 9 9 29 11% 36% MEDIUMTREE 0 6 6 8% SMALLTREE 0 14 14 17% EVERGREEN LARGE TREE 0 17 17 52 21% 64% MEDIUM TREE 0 13 13 i6% SMALLTREE 0 22 22 27% TOTAL *01 81 81 81 100% DECIDUOUS SHRUB 0 141 141 390 36% EVERGREEN SHRUB 0 249 249 64% TOTAL *0 390 390 390 100% W SYMBOLS INDICATE SPECIES USED TO FULFIL THIS REQUIREMENT *EXISTING TREES & SHRUBS TO REMAIN WITHIN THIS BUFFER YARD HAVE NOT BEEN INCLUDED IN THIS CALCULATION. (9 Z_ D_' W W UI (n Z W C7 Zjz(UU Z W H U W> U' ZLLIJ W(n>W zrW C��p�U F W Q 2 W Z �>zUw<np (n 7 Q Q z Q Z(nm W ZFF 0zW< 0 0 Q U H D. J (i Q_' m Q dZ(naZ d J H U W H Tn REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I'•'� 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH F;M%N YAIJ ER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: LANDSCAPE COMPLIANCE SHEET NUMBER: C-708 REVISION 1 - 01/10/22 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL FRIABLE LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5% A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH 6" THICK LAYER OF TOPSOIL OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W, WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6' ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SO( INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. 3. GENERAL WORK PROCEDURES A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8) ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"t). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4' IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIATOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PER W CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A W LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF - PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND RGCF nP POOT BALL DO NOT STAKE OR WRAP TRUNK PREPARE WIDTH OF PLANTING HOLE 6 FT OR TWICE THE WIDTH OF THE ROOT BALL; WHICHEVER IS GREATER PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: — 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN TREE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER o o o SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL ao SET ROOT BALL FLUSH TO GRADE (� OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED _ AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE B-12" ... REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL INCORPORATE 2" OF PEAT INTO V OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH ItlINF9:lge] MINIMUM 6" D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING NOT TO SCALE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 9I0111.9:1 =1axe] :711.17 PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. TYPICAL PERENNIAL AND GROUND COVER PLANTING NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2 DIA) 12 GAUGE GALVANIZED WIRE GUYS TWISTED T DIA. HARDWOOD STAKES 2/3 TREE HT: 2 PER TREE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL __j12'� TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4' BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP V OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE TREE PLANTING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECIFICATIONS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 1.1.2. 10%- KENTUCKY BLUEGRASS SEED 1.1.3. 10%-ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECTS APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. OWNER MAINTENANCE RESPONSIBILITIES UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SUBSOIL AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: • TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. • TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE INDICATED ON THE PLANS. • VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS -EGRESS WAYS. • FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER HAZARDS. THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE. TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIALIGROUND COVER PLANTING DETAIL NOT TO SCALE J 0 m C7 Z o' W W LU N Z W 0z5zU) Z W H U W Ur ZW WUJ jW zrc9t=oofm F W Q 2 W Z (n � of Z U W O U)Z)m Q10ZQ Z (p2 W ZFF 0zof< 0 H 0 Q U D_ Q J O 0� Of W Z Z D- Q a Q of J F U W H REVISIONS REV DATE COMMENT cxECxeD er 1 01/10/22 COUNTY COMMENTS MG/PM fi Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com TH RYANYAUGER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: C-709 REVISION 1 - 01/10/22 ■ i PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 LANDS N/F COMMONWEALTH OF VIRG/N/A D.B. 2063 PG 665 TMP.• 04695-00-00—OOIDO PUD (PLANNED UNIT DEVELOPMENT) USE.- VACANT / r I \ // Oo„ LANDS N/F WOOD PROPERTY /NVESTMENTS,LLC o/ D.B. 3878 PG 380 oa ° •, TRIO.- 04600-00-00-028A1 " ZONING.• R7 (RESIDENTIAL) USE. S/NGLE FAM/LY RESIDENT/AL 110 L w,,FSANI ,�1. "O LANDS N/F •°PETER A. ZOUL/S AND THERAPH/A ZOUL/S " D.B. 650 PG 507 • 04600-00-00-028AO TMP.ZONING. R1 (RES/DENT/AL) USE. S/NGLE FAM/L Y RES/DENT/AL "\,. " ° e �— 1 e,' ,° ' u '" „ , " " ss " " a °• a e° a en" ,° e m "" `° O ° o ;; o e, e, °, e. • '• ,. , ,. " `° e° e° a e. \° „ ° , r , " o „ " "� " " " LANDS N/F °' ,. „ ' „ „ "� „ " " „ ' " " f ANCES BREEDEN 524CAHE4D AM ' " " „ W/LLARD HOWARD BR/CKHEAD o °° °• o " O " FAMILY TRUST, ET AL W.B. 128 PC 719 IA 4TMP. 04600-00-00-028✓0 „ = ZONING Rl (RES/DENTTAL) 0 0 A0c,• " USE. S/NGLE FAM/LY RES/DENT/AL IT Lov " N(n .' .WWW W Cno gomtn IAIT In ♦° e '„" �,-,� ,•� " " " „ ' Fs —AN] "°1,e, 'ODO r66 " ( �',.�, eO�SEle9 •' 0 °< °5o4WVe°0Q6.24e°Game, °i" O ao ° '"_ _— — "c " AN " ° " " e° " " " SW5400W °° °1025.9TeI. (R) CDflJM®N AREA " " e° LOT 17 S1 "ASHL4A19 COx1MON AREA u " S60855'541'V1% °°1026.2$' (A1} ¢�C(( ✓�T�A(fW000"PHASE 1„ " BLOCK �—TEAKWOOD PHASE 2 ASHLAND TOWNHOMES FOREST LAKES SOUTH FOREST LAKES SOUTH SAN D.B. 1642 PG. 383 ! FOREST LAKES SOUTH D.B. 1642 PG 383 / A-10 ZONING.• D (PLANNED UNIT DEVELOPMENT) sAN D.B. 1467 PG 558 �N/NG. PUO (PLANNED UNIT DEVELOPMEh ' E -AS 1 ZONING.• PUD PLANNED UNIT OfVSZ OPMENT USE.• �S/NGLE FAM/LY RES/DENT/AL LOT 18 USE.• S/NGLE FAM/LY RES/ ENT/AL ( ) BLOCK I✓ —TEAKWOOD PHAS 2 o USE.• S/NGLE FAM/L Y RES/DENT/AL � F EST LAKES SOUTH �\ B. 1642 PG. 383 ZONING.• PU (PLANNED UNIT DEVELO ENT) USE.• /NGLE FAM/LY RES/DENT/AL `� / z EE W W z W U W 0 ZazUUU 2 Z Z W HW E9 W 5WW W zrc9LoW> m F W Q 2 W Z �>zUW<np US§QQZQ Z (n� W ZFI— °zw<a 0 Q J O 0 U) W of 0L a > o Z s < of U W I- tn LIGHTING PLAN NOTES: REVISIONS 1. ALL FIXUTRES ARE 4000K REV DATE COMMENT 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,0000 OR MORE 1 01/10/22 COUNTY COMMENTS INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SAHLL NOT EXCEED ON HALF FOOTCANDLE. 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: LGP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-710 60 30 15 0 60 1^=60' REVISION 1 - 01/10/22 r/ / / 2664 / 000000 000 / 3t 26600 / 000 / 8S / /R/M� 77J9 LOD y 266t00 B07lOM=473.79 0 0 / 0 �0 / �00 0�N bA PQ9 / / ORARY�DNSTRUCAON Q 1'o .o A/✓�ASEMENT T / 9 4699 . 4J o / 00 \ LIGHTING PLAN NOTES: / 1. ALL FIXUTRES ARE 4000K \ 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,0000 OR MORE `r INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR ♦_ N SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND \ / G AWAY FROM ADJACENT ROADS. 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Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: LGR-0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com TH ok Z V N YA R y q Lic. 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APPLICANT TO CLOSE EXISTING MEDIAN BREAK ° to t'0 roa roe bd 2.7 3.2 30 3.B 3., h.7 / • ro.e h.0'' o b.P • tb 33 3., 33 4.1 3.d 2x k.7 R.0 ' bx� b.0 - �� I z. •ba ba .6 33 3a 3.1 R.5 is / bs . - b t' • t.z is A . 3s 3.7 / 2.9 56 .. . b.0 (O� %� role Ib.1 b3 5A 2B 3z 3.6 4e 29 '22 h.1 1 . •. \ . b.8 o /�tfl� T to bA 4.•' 3e 3.5 3.2 L5 k.i .b.B o a: �. I m'b.1 Uz t.r 2a / •. V 2.9 b.d t.o O to n b.1 to 1.3 3.0 34 km 3s 3'J "13 28 3.1 2.e '0 ^I.s t.0 J To o is to 2.9 3J z 2a 2 R.z Y ro.e -�. .. ` ba b.B k.4 2e .L2 k.0 ' :4: b9z •��32 Rs �'to t3 20 3s k.2 'CU\10.0 p ///�" bs ro.J b.] �•.' 3q R.9 k] h 12, ,. to O : bA' ba is 1.z 2's k.B '0 � �.o: roA � •• 4, t.o .0 bz b.4 47 ;a 27 to 3.0 3a 25 '.+ 5a '. . b.a b.z `0S b9 Ra 3z 3.0 ks 3.0 3.0 3a b] t.4 \ •, : ^ v 'tl.o'. to W' �' I t.7 is 33 2x A-41 1 to 1b V - J 1 to 30 3.3 - •. yt: �. b.a `. ` �� O b.7 bB ... 57 43 hx / 4o hs 5.0 � •'t.4 -. :A. \ P A -A i 2 to 5.1 R.5 2e 2.fi 2.B t 19'1 -i b.8 •.• - ':i y � .4 x -: 3.0 / 2e 3x 5.5 b.4 �r.�� ' � � � + ' 'o to 3'' 1.0 3s 3a o-b.,-- I p t.e ��7< b.e 5.0 1x 3z Rb Rs / .;. b.0 _ .! .' b1.ie I„L,I b.o � O � 5., a k.9 b.4 h.9 3.0 b.5'} b.0 � � 5z 5a 3z / 2.0 a .-i.4".10.4". •: t.e 3.0 3a _ bA � is � °` k.9 27 f� 3.0 .. • 5a to p 3 5.5 2] 25 e tx '••ba: �' 0 O I 9.7 1'' 5.e 2.8 3z R.nn. k.B / 3.4 iA 'a7 h.° ro.b a.8 b:i Uj b. M= l� 1.0 5.] 32 , / B / k.9 b.7 ti... to t.0 24 iA ha 3.z 7 /ha 4.5 R. •. _ is is bs to O 5.a 2.7 h. 27 .2 ,. k.z ks .9 h1 R.s 3.t ' S7 1.0 3., 5 2.z 3a 3.5 3.z 2.6 3s 1.7 1. •.•:' i 21• .. PROP. TURN LANE B 2. 27 s 3s 2 /'� V i to ��bz 3s .8 . 1s 20 2.6 2a h.9 3.o 2e IPo ^• ...• , ..3:&,... a24. 3 5.2 2a 20 R.a : ) :Yo b.o I �a 3.1 C� a o8 2.1 5A / 3 2.1 h3 3.0 3.1 3.0 4.6 w 2.0 `4A 1 ro.o �- 0 t:.. 5.0 ..•3 .•.'2.t 5.e % 9f. A 4. :.9. '. 2.5 •= :..2a :d 3., 3.0 4b 3s 1d R.e 4a b.a O •:_ y k. J. ; " . 2.0, .,IT , •' ;.3.' ' i az' ..1 * _.. 1a " '23 2.8 '4e o to PROP. RIGHT OF WAY '0 56 FUTUREB c .h�.. �_ 5.5 2., 2.5 26 3.7 4.5 4., to 1x b.o i b. • - 5.5 4B 57 / 5a b3 k.3 2.9 • 4.0 1.3 • 2., J O'. 'so 1 ti7 .a Rx / 5.0 1.4 1a 2s 34 • • Y0 z 11 - p �A 9.r 5 a 2a 2.1 II ro.o t hb k.o PRQP. "KEEP 14 x 5.t • • 2.o is 'ie 3.9 3.0 • 5. • • 5A .0 .. � .:.A �. • 2s RIGHT" S1Y3N (R4-7) 1i 1a bs 1.8 24 � k.1 5.9 • • 3.R t.B 38 ro.o 5.3 1. SAN /1.0 • • i.0 1a 1.s 2a 3.z 2a ro.0 yYIyIII :<li: k.1 19 ,,� / 5A b.B 3s 5i _ _ - II t.9 2A 5.9 1 A-40 / t0 17 1.8 5.r 2.0 k.e 1.7 { O' t.o to �I''� � b p'��. � EP I t.1 � 1 Is 5.o i.e ° 51 2fi Ro b.0 53 5.e 24 • -� to b.31 " A'' t.0 III I pp yy1 2B o ro.o to ts 2s .1 I s a %a: b1 1. ..B . • • • 3 • 30 . PROP ADA RAMP Cfisl2 (TYPJSa FFE =481.42 3n b., b 13 3a •d'.o • 2e • :. R .1'• 1 I 3.z I • . FFE = 481.17 GFE = 480.75 `1 :..°n.:' • - s 1s FFE=477.42 : 2a roa b.1 b .0 4.0 GFE 24 ro.0 ro.z 2 2. rr 2.7 GFE =476.75 '4. '. �R'OP."KEEP r �0 :S::D I .sae ... 3a 3] t7 ::1,. to • :. I(IGHT" SIGN t.° t.1 R.o _ I27 is \ (R4.7) t.o 'ttt :::. - " kA Rs 00 2.9 1.7 . 5A "28 5s 'zo 5e ' FFE =480.75 \ bo ..'.ae. _ �B o 1.2 + . .o I 5.s GFE = 480.08 _ 5.z 1s FFE = 476.75 FFE = 480.50 t.o to t. 5.4 b0^ 5s ° is t.e .1 5s 1.9 GFE = 476.06 . _ d: GFE = 479.83 5s 1., \\ b.0 . . J. .1 1.o 11 b.e I 1.5 o / 1.1 b.7 ° 5s 2.5 5 t.6 \\' \ to u .0 tOb^ ro.7 J b.e t' 5.o I 1b �A 4.2 3.o FFE =480.08 b. t.7 t4 5.9 GFE = 479.42 to >) t _ b.5 t'4 FFE = 479.83 roe 6 2 FFE = 476.08 9a \\ t.0 ro. �ef;: -g ro.z rob rod roa bs to to ^�'. 5.4 I 3a GFE = 475.42 GFE = 479.17 3.0� • �' ..•.: ba .7 r1 4.4 t.0 b Q:j 0 ' / 1 t.1 t.J 1 b.2 t.2 • R , t.2 o _ to ro.z ro.z b., `' 1a I 3A 4.0 k.7 FFE = 479.42 to t.o �.' b., ro.1 roz b1 b.z 5 45 FFE = 479.17 GFE = 478.75 •/ t.1 FFE = 475.42 3z b.o [:: t'' b.t b. t.1 ro to R.9 I '4a GFE = 474.75 GFE = 478.50 2.0 to b.1 b.1 to to .::: o:- .o'. `. r '' b.o t. 'soill _ ij i8. t.9 b.t b.t ! 1.6 5.6 PROP. LOCATION OF ENTRANCE TO b 5A FFE=478.75 .o to t0 t., b.+ l i FFE = 474.75 FFE = 478.50 1z GFE = 478.08`10.0.75 DEVELOPMENT o¢ I b0 to A t° 20 GFE=474.08 GFE =477.83 iz ADJACENT DEVELO t' ° b.o ::.0.; O t.0 t., i.r d.. •. 1A bA b.0 .A 11 `. 0 u3 ro0 to b., 'I. , s 5.6 APPROVED WITH ZMA201500007 �° ;; N to t9 ro to t tB iA 1.8 FFE =478.08 b.o b.o 5.6 t I Do to '00 t'' 1 A 1.8 k FFE = 474.08 J FFE = 477.83 GFE = 477.42 b.o .h° A - b.o t.a to t.1 is I GFE = 473.42 - �•.._ •. GFE = 477.17 3.z to 0 3o to b.o b1 3.z 36 ' o Z to to 3.7 .I�roA . . .°to °o b0 .t., I 3s D 42to 1.3t. to .0 to 'Doo ro, 9.5 2.FFE = 47.42 Fb.0 ro0 FFE = 477.17 4.5 GFE _ 476.75 to o bu 5 FFE = 473.42 'Do/ b.1 3B I GFE = 43 GFE = 472.75 476.50 -b.B' b.o to t.0 ro.° •II t.e I _ .'a ...: i." 2.0 b.0 _ b.o b., :I. 3.9 s tbA .0 to t.0bj 5 3.5 3.3 'b. b.0 b.0 tb 5.3 b.o _ 3a t.0 �.1 t.4 b5 22 0 ' b.0 I b.0 25 bb t5 rob t . I� t.0 0 b.5 I 1.0 t.9 tx t6 1.J t.7 �d. t. -�:: t.0 ' �i b.0 0 t.1 k0 5.1 t.9 roz i.t 5.fi 1.5 t b0 It .o . • b� / 1 b.0 I 5.7 '2,0i.5 '22 - t.fi _ R.2 �� -ems to t.x - bA b.[ 404 to b.0 Ib.Y� it.� ( ba I 5.1 3.J- - - i.d- ros 2.0 2.B b.7 t.1 bA I / b.a ° by 5.B 43 tr 42 5.5 t4 to to to ): p;: '6f b.0 to to tQ t t.o �' A 28 62 Rb 5a 5.a 4.2 a4 2.e to to VO t.0 roA �' b.0 O Yt+rnE /5% eta 3.7 roz '36 1.2 t.4 to to b.0 b.0 i'' A t.0 / .0 /�/M=46J. 62 b.1 / t.1 b.e t.] 4.0 21 i.0 _t5- t1_ b.2 'y F ba 5.2 - b.r to b.° a2 to �:r. �: b.o -o b.o / b.1 b.2 bA � -u ke 2.0 k b.s b.3 to 0 to b 5.z e i b 2.6 1.0 b.0 � �'6° t.t t., b.� Ra 5.t t.] to t.o ro.o b. DO t� p01 'z 1 t.4 s s b3 is b.1 to 1= b.° �b.a t. .e b0 Y £ I to .1 tz b O ro.1 20' REAR BUILDING SETBACK �J - - t. b.ot.0 b.0 0 ro.oJ� �0®a 1 roo ' =`p0 -_ .o tea- ba �` ro.o b bo .0 to t.0 b0 00l 1, ,�$��I/��Y t.0 OO b.o ro.o 00 ro.0 b.o t.e A to OOl ro.o t.0 p AN V'0 / '6.0 o b.0 to b.0 t.0 ro.0 to t.0 �OD1E7� b.0 tz 1� b.o to .0 to t.o O roo t.0 to b.o - to p0a to to t.o OO t.0 to to to !L Gp1 �.0 - b.:::::: . p b.o 0 to t.0 7` b.0oil ''OOj�L b.0 to 7e •• b.0 t'° O-\ 3{G ho to to Rog 0� 'b.° bA p .° b.a t.o to b0 to to to t ° to b.o to to to to to to t.o to /NV--44&87 to t.0 to to t.0 b.° to t b.° b° to to t.° � t.° ■■■ �b.0 b.0 bn b.o to t.0 to b.o to to b.` b.o to bAo to to b.0 \ b.o b.0 t.0 t.0 t.0 t.o b.0 ro.o b.o to to to b.o to bA to bA\ t.0 to to to b0 b.o to to b.0 O b.o ro.o b.o to bA t.0 ro.o to t.0 ro.o to SAN b.0 0 \ ` S11 V z_ 2' W z LI rn C7 ZjzW11.IW0 Z WHC7W> o z w w w 5 w F W Q= W z _J>z0WW0 U 2 Q Q z Q z U)2 W zFH 0zQ<aLO Q J 0 U) W z Z d Q 0 J FY U W I- tn LIGHTING PLAN NOTES: REVISIONS 1. ALL FIXUTRES ARE 4000K REV DATE COMMENT 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,0000 OR MORE 1 01/10/22 COUNTY COMMENTS INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SAHLL NOT EXCEED ON HALF FOOTCANDLE. 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: LGP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERP 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com _1 LTH ASIL F;M%N YAUZ•iER Lic. No. 0402056625 01/10/2022 -•1 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-712 30 15 7.5 0 30 r-3o' REVISION 1 - 01/10/22 O N N O O = s V WV V v b.3 b.b 5.1 5.4 3.t 2.3 \ hs 1.4 a t.d 7 Rs SA 2a b.z ba to 1., �. �.° 3.2 - MATC H L I NE - SHEET _ C-711 b.B R° 3A ,2 t.a t.e - •. 3a 3.4 R.a b.6 R.e . 5 2.] iA h.e t.z a t.4 b.B .fi ..! : h 3.2 !. 29 d, 2A 2.3 3A 4.1 2.4 _• 5.3 .0 .� Q .. 5.0 3.2 b.7 .0 A rob / i :. 1 R.9 / 2.3 • 4.0 .3p4 5.d 32 b.6 @.Y3. "4.8 2.9 b.e 3.6 34 .e •' h.1 24 .1 t.B i.e .4.: 3.6 3.4 R.e / 1.4 • 4.t'. 5.2 3.0 t3 b.o b.e s ;ha 2.B 'Sa 3.1 b.] '2.2 4.0 e : ` e ),7 h. t.8 5.9 ( h.9 t, .] to t.8 t.t . „ 0 2.1 a .2 2( 32 '•.. 13.4 •a t8 1.0 / 5a t.9 • 1.2 t.7 t.R t.e is R.B R.8 . ..S.t 3.0 b7 22 c 4.a 1.9 5 °3 e 6 :{B' 2.8 2.9 . 2.5 • 2.6 / 6: +.'J'•� 4.1 V R.3 h2 IQL 5.0 .2.5 t.1 5.3, • . 3.1 1.2 '. a 3A '. } i.t 2.9 bA _ 5., • y.e• • 30 32 3a 23 3.z /5a . . 'e, - 5a 26 b.t 2.5 3.0 R.9 5.t R.a 1.7 .'',. ,a 9:6;+ :.•r. '.: ., 3." '3.1 1A b.o 0 ' 1.0 i2 13.0 • 31 2.3 3A 'b.8r_ ' .�r.t.9' t.3 i.1 h.5 b.2 \ t.0 5.6 pA. '2.5 33 t9 to / R.5 : :4:: " •'. 155 ..•�. : i . J:� ^ !. `d.0 •' R.t Y.[ t.4 3.1 2.9 23 22 3.3 1? A. .:Y :.• 0.�5 .., •>21.. '. ', .. .0 R.2 1.5 h.5 31 3.0 hA 9 hs .. a.6. .'. .'- J 1' . .' : .9 34 i 5.5 1A b.f-�+11 24 '3a t.7 3d 24 'zo �/ 27 .5.5 + ' .. ..'64-.. J" • 5.B 'e h.5 2.1 .5 Rs t9 3A 3.D 9y Rs -a'. ''bi '.. 1�' .' - s R.l i 5.t is ro.7 33 3.1 1.9 2A , .9 / 5.9 .g.1 ' 4� ' J JtJ • t.8 _ 2.8 S.9 1.6 ] 3.7 33 i.d I < to .i• .' 1 y34. .' 1.8 • .J'•• iA is �t.t \ 2A 3.0 t8 to 29 iA• / 5.3 Y.9 ` + - - ! bA'. '' •' bA ,a2. \ • • 1.3 1.5 t.1 '� \0 R.e t.2 3. t.0 ,ram '. / : i : •• 'b.A '.: i:, •^ .2 i.1 : Via ` 17 i.e bo/Q 1u 2.a 4.1 A '3s 2A 52 5.1 J' '�.B.r. ` bA� • b2 .'2J \ 5.1 5.6 59 'T h.7 3.4 4a 2.9 .1 5.0� .i :bL.+ • . j' •" .R b.4 ! 3 •a 5A R3 b3 bA '3.0 t. 3a 2.e 5s A b:d: •..: '• b2 5. a 22 2.1 7 oI A 3.1 `V 3.2 t.8 i'•. �a.1 ',; .. .J. . t.R J•. t.9 .9 Rs 1.3 33 3.7 3.4 27 5s t. .�-' - PROP ADA RAMP / J:.. _'-�A '.�, ro.z roa :t 3.e CG-12 TYP. hs t 'n t.6 3a i.1 .r _. r ,tj :'v _ .z t.1 h.4 5.e ( ) R2 .1 t t.1 t.4 3.e t.8 5s /5.0 , to .. ^+b.•' •a b.1 t.z a 5t •. b.9 3, 5.B 1 34 3.7 2.6 s 1.1 t. : i�. 'y L9•� 'r ...2 b.t is D 4s • bR «T-. t.o 34 `3.1 57 / iA '6s+''r .. }5J'43 _ b1 b.1 a .•• \ 1.7 RA `:•pl. 'm t.5 t7 .6 1.1 t.9 • b.4'r J! t.1 t t.1 b.R 4.0 .Y . 10 33 t.5 1 '3.3 9 t.8 2A 5.B ,' 44 J.' b.1 t..1 23 2.1 5A 2.2 ro.2 �:� •^ 3.0 3A 4.o s 1a / is s' bA :..-. .. - - .. •'-.;;t'2 .: t.1 bl ..'3 h.0 R.R hA t.1 t.6 t.9 t.4 1 / t !` .^"A•b•3•:'...: ''i• 61-. b.t '6.2 4.1 5.2 3.3 '6.3 t.0 3a 40 .0 5s / 5s .,:-':.. r' ...: -0.1 t.I R 2d 1.7 't LANDS N/F 3.R t2 4.s W 3 5.2 <"no -t}'.. b.1 b.1 3 3e ..a 0 22 5e 3.1 3. z 18 R.o '. ;: ; _b:z.'s .[ r d" -'b. BUILDING 1 t.4 26 i.R 36 t2 PETER A. ZOULIS AND THERAPH/A ZOUL/S 7 t.6 4.4 t.z i� 5A A.••, : `tr' .'- b.1 b.1 12 \ '3.z 1.9 a 22 t.5 4.5 R2 2.7 .a� `tt' '1 ' •' i b.1'f ';f FF=487.50 t.1 R.3 .1 5.1 R.9 bfi 32 4.z 9.0 57 z - .� '0.1''' '. +t. to b.e 2., 5.4 2b b.1 DB 650 PG 507 t.r t.8 4.7 3.1 h9 • ' .. • ; �ro.1.' .' . 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'• 52 is is Ra Rs h2 .. •.• �' .• ,:!bfi:( 2a 5.4 17 ro� x b.1 -Y / 2z / 2s `' '._be a " 1s is 17//I,)I t.R 0 R.0 • m. - i,.:. t.0 �a ` 3 b7 1.0 5.9 t.9 // , 2.1 2.2 3.3 i.6 h.6 t2 t., i r... 1.2 22•:• ' •'J �.. "bo ' 3A BUILDING 2 5.1 R] is "+ 'b.e FFE = 487.50 3.o 5.9 Jo.1 G 2. :A' ' !: 0.e.. ^mom A i.7 ha , ... .: Y.:• ! ' : :- bp' .. °.d ti 2 2.9 b.4 f =s, 3a .' fa '. ro•.D ,'a . . '. 7.1 1.e h. `UB✓-f� 3.4 ., b.e .: .:' ;,' _ 3n 14.0 3.8 b3 //// \ b.1 i.5 / `4.9"++...,: 'J:,• �b.0: : : 5A 5.9 b2 ' bt iA : •DO! .6 5.1 , 1.1 h.5 5.B 5.4 / 4.9 :d ' �J' 'A• 5 = "4A .> j , 0 RA\ • 1A 32 b.3 b.t s 0. ia/ 5.6 4., 4, ' ' ...,•ro.0y. +t.9« .: 0 ,J yU.to o� : hs . 4W5r , 6, Sa 5.7 2.1 2.a 32 b.r b.2 26 -.. �:. . - .J'. •.�A .•. ,. .. .. • h.0 5A R.3 t.4 i.9 ba b.t\ b.1 / i2 -'EA '. •'4 - •� t0. U.o-t ,. • aV._o•.. \ SS i.e S`L.9 I ••e' S.9 R b.R '�., `.y.°. + a •bp. :. '44 \ 5 35 1.6 .t is ` .'-a' •` `; y. baJ . _. ..' ..::$.o .: J: :, •bD 5., is 2s ba b.1 i •. J .'t.6'. 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CD 1 FFE = 477.50 GFE = 476.83 4 FFE = 476.83 GFE =476.17 a FFE = 479.00 GFE = 478.33 A FFE = 478.33 GFE =477.67 FFE = 476.17 . r GFE = 475.50 FFE = 477.67 GFE = 477.00 e 4.0 4.5 E,: •1 R.9 4.0 - hz to t., 33 2s R� 34 h.s 2.2 S R.e .3 R.5 t.i 3.2 R.] 22 3.e R.z DID td .s 1 is b.1 R.e 3a 5s R.9 5s t.z to Ra 2t i.e 3A 22 1.7 t.a m t.1 1L1 i7 7 t.3 17 m0 2.0 i 2.0 2A h.e t.2c R.7 b.1 a ro R.0 5.7 23 h.5 hA be t Z to 22 5.8 2.6 5.9 t.o 17 t.2 t?B m t.o to 2.4 .7 hA .1 1 i 1.1 D t.8 3 2.0 2.3 27 '01 I x t.o h.d fit.1_ 3.5 1.5 24 NROP. 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ALL FIXUTRES ARE 4000K REV DATE COMMENT 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,0000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR 1 01/10/22 COUNTY COMMENTS SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SAHLL NOT EXCEED ON HALF FOOTCANDLE. 0 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND70R AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: LGP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERP 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com _fa WH e.. F;M%N YAUZ•iER Lic. No. 0402056625 01/10/2022 -•1 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-713 30 15 7.5 0 30 1-30 REVISION 1 - 01/10/22 490 480 470 460 500 490 480 470 STM STM STM \ -70 30 $U / PROP. GDE RA \ STM STM STM -00 30 \ i � PROR GRADE STM STM A-20 STM -30 , —' — — _ ' — � / 138. 2'-15'RCP@ 0.50% Rcp / / EX GRADE 1 3a -18 / 30.61' - / 15" RCP / 113.76' -18" RCP @ 050% @ 0.52% , U GM BTM WTR 476.28'`- 18.8T - TOP STM 474.66'�Ogti-58 CLEAR: 1.60' 2C RCP 70.78' 24" RCP @ 0.54% 0.53% 57.61' - r 24" RCP @ 0.64% v No zb v io UI Ur r o _ N r I n r ` voj I n ? I n _ r oo aop ~U' m U' `V a' N-' W • `W •N-• J O `In w w •N-• J � h •-• t0 •-• J � � •-• J h .-. J Scli mdU' tN0 NVr p rz_r NN_rV_ �R m� O` CV6 co of co N NQ mU I mU 2" WW j mUa�U- V V qmCL' Q W W r oC NwI�U�' t0 0-QU dQZ Q QZZ UU 10 Q Z V a- QZ U Z Z U a- Q Z Z U �dQZZ tt00 CN� �ZrfNtt?pp CO{VQp) IX W X D _EEa _ D Q Z Z aZ Z N Z Z Z Z Z Z Z Z _ Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 PROPOSED STORM PROF/LE- UGA TOA-W srM _2 PROR GRAD STM STM A 21 � -23 STM _2p A-24 PROP. GRADE ORAOF 75.72' 18' RCP 11 .W-15"RCP@0.519 6503-15RCP@2 r PROP. COMPACTED FI N O N O H O (V N H In N f N N :i r aQe > Vr a- N O tp qo o�C5 �NVZ� pVF O�U pVr pO �ZZp CP z z z z z z z 02 z z 02 Z 0- a a aF� R 10+00 10+50 11AO 11+50 12+00 12+50 13AO 13+50 14+00 PROPOSED STROMPROF/LE-A 20 TO 24 SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 490 490 480 480 470 470 460 460 14+50 15+00 15+50 SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL STM _30 STM SAT-3M1 ST-3M2 J3 PROP GRADE 18" RCP 0.41 % 135.37'1 e @@ 51% 18" RC @ 4.5 BTM STM 473.70' TOP WIR 471.50' BTM STM 473.76' CLEAR: 2.20' TOP WTR 471.50' CLEAR: 2.27' PRC P. COMPACTED FILL / / n � X me f04 F U Of Y Omz z0 a0 0 N �vz0 49 " 0a �aiRzzz ¢Zz 1OAO 10+50 11+00 11+50 12+00 PROPOSED STORM PROF/LE-A-30 TOA-33 SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 490 480 470 460 16+50 17+00 17+50 18+00 18+50 19+00 19+50 500 490 480 470 STM STM -00 A-4 PROP. GRADE 46.00' - 15" RCP @ 1.41% U BTM STM 482.40' TOP M WTR 480.76' 10 CLEAR: 1.65 PROP. COMPACTED EX FILL GRADE r � f 7 CD f o adz Zp ln0 Ig amp 500 490 480 470 10+00 10+50 PROPOSED STORM PROFILE -A-40 TOA-4f SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 500 490 480 470 UJ z EE W W LU Z F � W Wz�WU)� Z�CWIJ~0of ~QIX LLI of U) Z) Q in rn72 < QZ OZQQQF Z J�Of ZU) a�a Q J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: PPD - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com vvv -WOO.Ia WH e.. F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J 50 25 12.5 0 50 - —.1 �'` - SHEET TITLE: 1 "= 50' PROFILE LEGEND BUSTING GRADE ----------""""'---------- PROPOSED GRADE HYDRAULIC GRADE LINE COMPACTED FILL STORMWATER PROFILES SHEETNUMBER: C-801 REVISION 1 - 01/10/22 500 490 480 470 STM STM 50 A3 r PROR GRADE I EX. GRADE 46.00' - - 15" RCP N @ 0.50% STM 482.911' f-- BTM TOP WTR 481.26 CLEAR: 1.66 O` O In H aam X F �n O_'r J Z f0 W fC Uroc o a Z Z p d a e p Y ps»> W o� aM> dzzz �a MIRK 500 490 480 470 10+00 10+50 PROPOSED STORMPROF/LE-A-50 TOA-5> 500 490 480 470 500 L9:7 480 470 STM -6 _ - � \ STM � --_ STM STM �^�--_ -83 - - - - - - - STM A$4 -6 ^ / \ / S� / PROP. GRADE - - -TM / / 92.66-15 RCP @0.50%\� 153.00'-15"RCP@0.0% 0RCP@0.51% 84.63'-18"RCP@ 50h 90.29' -18" R @ 0.50% BTM STM 481.21' B TOP SAN 477.61' 478 .60' f- CLEAR: 3.60'TOWM �-- CLA � O fro 001 11 � In )iw m QN co.rR 01 —frQo0� mU�fON{�Rp = ofU VN�� O Nm UcopGV (O�v Um rQQ oo a zz � zp pp p(gy(Q�pp mQZ(tA0- �zo'�� o zz +22zz 1az mmm a �mzzaW 0 22z 0- aR a a0- a¢_ 10-00 10+50 11+00 11+50 12-00 12+50 13+00 13+50 14+00 14+50 PROPOSED STORMPROF/LE-A-60 TO A-64 f 500 500 490 490 480 480 470 470 / / , , , , / $2. / PROP. GRADE STM 1 AM U BTM STM 481.35' TOP SAN 479.21' CLEAR: 2.9 I� � (V O V J `O jn v z Z v m Gi N Zf O Z F yV I Q m- o a�zzp wD. o alp Y p!G>>> Gc adz a N Om> a ao:? 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED STORN PROF/LE-A-62 TOA-62. f 500 500 490 490 480 480 470 470 STM / -63. $3 PROR GRAD m 1r, m� 58.00' - 15" RCP BTM STM 481.85 @1.95% TOPSAN 478.81' CLEAR: 3.03' W O_ In ` h In x x of cmi o D. �z zp ma w Y p2»> o0 a z z z o Om> W a MIRK 500 490 480 470 10+00 10+50 11+00 PROPOSED STORN PROF/LE-A-63 TOA-63.1 SCALE: V= 50' HORIZONTAL SCALE: 1 "= 50' HORIZONTAL SCALE: 1 "= 50' HORIZONTAL SCALE: V= 50' HORIZONTAL 1 "= V VERTICAL V= 5' VERTICAL 1 "= V VERTICAL 1 "= V VERTICAL EX. / GRADE --\zz / / STM STM -70 A-71 PROP. GRADE 49.47' - 15" RCP N w e @ 6.43% STM 484.96 BTM TOPWTR 483.36' CLEAR: 1.59' zb C v x r ¢ 4 o — X x tz n z .-. "' m fV V N r 3 z frc m h o a�zzp�aoi o Om G- �ZZZ� d�z 500 490 480 470 10+00 10+50 PROPOSED STORN PROF/LE-A-70 TOA-7> 500 490 480 470 EX. GRADE STM STM $0 A$1 PROR GRADE 54.00' - 15" RCP @ 4.16% STM 484.89' BTM TOP N7TR 483.31' CLEAR: 1.58' C W Eag N ~ O C9 ~ J jn h v 0= lz J ? o ! 3 ? m m vi o a z z p a cL p �aF�zz z mRZ 500 490 480 470 10-00 10+50 11+00 PROPOSED STORMPROF/LE-A-80 TOA 8f 11+00 11+50 12+00 12+50 13+00 13+50 'OPOSED STORM PROFILE - UG B TO B-30 480 470 460 450 490 480 470 460 PROP. GRADE STM STM G20 G21 / / 39.83' - STM 18" RCP G10 @ 4.75% X. RADE BTM STM 474.51' TOP SAN 472.98' CLEAR: 1.53' 0 STM G BTM STM 468.29' TOP WTR 466.68' I 0 CLEAR: 1.61' 22.21' -24"RCD @ 0.5 o o U O m o 6 O H N � J zt w ¢ � `✓ z .-..-. � r z .-.m X z rn x m r m"I co oi "� 3 m o �o.-iv ¢ U m �oQ mac` oaazp a o af$�iaczz p a odvp o 0-¢ a zz z a a¢zz a a¢z 10-00 10+50 11-00 11+50 12+00 PROPOSED STORM PROFILE - UG-C TO C-30 SCALE: V= 50'HORIZONTAL SCALE: V= 50'HORIZONTAL SCALE: V= 50' HORIZONTAL SCALE: 1"= 50' HORIZONTAL 1 "= V VERTICAL V= 5' VERTICAL 1 "= V VERTICAL V= 5' VERTICAL 490 480 470 460 z W W W Z F of W WzWWU)� z}(D�oOf FW¢x W U)Z)Q<m(O mijr7)U)mQQz 00<o- Z JOfrnU) Of a-< Q J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AN AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: PPD - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com _.a.ALTH e.. RYAN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 50 25 12.5 0 50 SHEET TITLE: V= 50' PROFILE LEGEND BUSTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE COMPACTED FILL STORMWATER PROFILES SHEETNUMBER: C 802 REVISION 1 - 01/10/22 480 470 460 450 STM / G30 STM \/ v 1.11 18 �11 BTM STM 470.6T TOP SAN 469.6T 1.00' CLEAR: o o U io �? m fop f0�] N Z m f7 (lp7 U foivvf�l- io � U '� O aZ Z Z p f� O ci 0- 0 480 480 470 470 460 460 450 450 10a00 10a50 11+00 PROPOSED STORMPROFILE - C-W TO C-30 SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL 0 a a STM \ C-10 STM STM C-40 C 41 48 40' - 18 RCP 86.91'-18'RC @ 0.50% @ .51% BTM STM 466.00' TOPW/R 464.AT CLEAR: 1.59' o o m � T- U O acZZZ0 fc a Zp No. a�zzzz aEE 10a00 10a50 11+00 11+50 PROPOSED STORMPROFILE - C-10 TO C-4f SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL 480 470 460 450 490 480 470 460 / / / STM D-30 / / / STM / .0 / r_ STM --- G- BTM SAN 467.03' TOP STM 465.07' 187R P CLEAR: 1.96'T BT-1 1tCP@2'�°k 4 @ 0.3 % r v C UI r w x N fQ (Q .vp Q [[ (fps CJOQ� m v� 0 0 r ap 1?W o 0 m3: T o O g> > Z f g> m d RK nL LG 10a00 10.60 11-100 11+60 12-00 12-60 PROPOSED STORNPROF/LE - UG D TO D 20 SCALE: 1 "= 50' HORIZONTAL 1 "= V VERTICAL 490 480 480 470 470 460 460 450 STM F-10 STM X-F 5.00' - jG- 18" RCP @ 0.00% 18" RCP 20.4 ' - 18' CP @381% C A O w J Z � v O U O UJ F N rn x m D. f$ O S f& o 480 470 460 450 10,00 10a50 11,00 PROPOSED STORM PROFILE - UG F TO EX-F> SCALE: V=50' HORIZONTAL 1 "= V VERTICAL 480 470 460 450 440 PROR GRADE / STM / / / / STM 36.52- 24' R P @ 0.40 / / / EX GRADE PROP. COMPAC FED FILL O N x $ x fa © o 0 g W > + 0 W g> aw— � aWm 10a00 10-50 11+00 11+50 PROPOSED STORNPROF/LE- 11G40 TO UG-G SCALE: V=50' HORIZONTAL 1 "= V VERTICAL 480 � C7 Z W W W Z F � W z�WLU> W F W Q 2 W �ofQIXm(D 470 rn72QQZ OZQQQF ZJ W 0U)o_ W z a- J O U W H 460 REVISIONS REV DATE COMMENT 1 01/10/22 1 COUNTY COMMENTS 450 440 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: PPD - 0 PROJECT: FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohierEng.com _.a WH e.. F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J 50 25 12.5 0 50 SHEET TITLE: V= 50' PROFILE LEGEND BUSTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE COMPACTED FILL STORMWATER PROFILES SHEET NUMBER: C-803 REVISION 1 - 01/10/22 490 480 470 460 r — — — — EX. GRAO SAN SAN A-50 �0 , SAN \ \ A-80 ROP. GRADE \ 7777 / / i � � U SAN BTM STM 482.04'TOP S35 SAN 478.82' TOP STM AN 480.06 CLEAR: 3.22'SAN DIP� 0.50% CLEAR: 2.11' BTM STM 481.24' TOP SAN 477.60' *50% - 8"SAN � ' 175.79' - 8' SAN DIP A-00 — — CLEAR: 3.63' 175.W - 8" SAN DIP f / / f \ / \ EX. GRADE / PR .GRADE snm SAN 1 \ A-16 / -AS / 112.30, BTMSTM 473.81' SAN \ 8' SAN DI TOP SAN 472.2T / BTM STM 470.88' @ 3.45 CLEAR: 1.54' / \ T SAN / \ TOP SAN 469.76' BTM SAN 471.34" A- / \ \ / CLEAR: 1.12' / TOP WTR 469.96' II _ CLEAR: 1.37' 8" SA o 1.09 h I� SAN DIP @ 0.50% 1' 46.9.It- SAN DIP @ 0.50 145.18' TM 412 69.84' 8 CMSAN CLEAR I I I 22.66' - . 8" SAN DIP @ 0.50% v r Z X X r o r aif m ado rn ado ao r o m aif X _ ao (n ao m o d'$zpoor r r U n 00I �� p ?r f 7 \F O (O t0 V V (O N V 0 0 0 Q (O Q 0] V cN l7 f0 N (A r V K h r W N N C Q (O Kg» m yr r c .rp � �pO p vmd�a W�Z-- � zO O ^O o Opmz of > > > T e� vO �zzd O w p o: oEEzz W g »z a ,zz a a o_Frz z zz D. N ax zz + of �a 10a00 10,50 11,00 11,50 12+00 12,50 13a00 13a50 14,00 14,50 15,00 15,50 16,00 16,50 17,00 17,50 PROPOSED SANITARYPROF/LE- EX-A-11 TO 80 490 480 470 460 450 SCALE: 1"= 50' HORIZONTAL V= V VERTICAL 18,00 18,50 19,00 19a50 20a00 20,50 21,00 21,50 49C 480 470 --_ —__— � EX. GRADE SAN / A \ SAN , � \ PROP. GR DE SAN � AJ0 / / \ @ 1.26% \ 220.53' - 8' SAN DIP 124.3T - 8" SAN DIP 0 D \ 332.42' 8" SAN DIP @ 0.500/0 F. / jPR P. COMPACTED FILL o �q o NOO v v N l7 f70 N `W Nr o C) a a ma Ni p "o daZ pa r a r a ap a�zzz +a `�'a 0- air a¢??a a `•' 3 :p 10-100 10+60 11+00 11.50 12.00 12-,50 13.00 13+60 14+00 14+50 15-00 PROPOSED SANMARYPROF/LE-A 30 TOA 34 SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL LU z EE W W LI z I— W W WzzWU)� z}1<EoWW mi~ W Q 2 W U)Z)2<<Z' z U) rn7QQ 0C)zW< ZJ W0 x U) Z) 0U)LU o_ az�a J O U W REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS 15 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 490 PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: PPS - 0 PROJECT: FINAL SITE PLAN 480 FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL 470 AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 460 VA@BohierEng.com _1 LTH e.. 450 15+50 16+00 16+50 17+00 50 25 12.5 0 50 1 "= 50' F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 _J SHEET TITLE: SANITARY PROFILES SHEET NUMBER: C-804 REVISION 1 - 01/10/22 490 480 470 460 500 490 480 470 EX. GRADE r \ i r `\ rr \ PROP. GRACE \ r \ / PROP. 12"W/L BTM STM 485.14' BTM STM 483.10' � TOP WTR 483.3T TOP WTR 481.35 ` BTM STM 482.59' -MENBTM STM 4854801 .08' CLEAR: 1.78' ROP. 12" WIL \ CLEAR: 1.75' TOP ' / / �N TOP WTR 483.40' ` CLEARR:: 1.75.75' \ti CLEAR: 1.69' Q�oQ. BTM STM 478.83' TOP WTR 477.37 CLEAR: 1.53 MOOO\. PROP. COMPACTED FILL BTM STM 473.7 w z TOP WTR 471.58' CLEAR: 2.18' w 3 U' J � W F W C7 f U' W CD Z (D Z C7 W oN r r z w z r z wm z m z H Xx X X X X X iv HX0 �C�7�11 (~A Oa� C7 ONa S 00 06 0 � O 0 +0 0 '470 YV 0(�D - LL 7ta aN« a a a (V N a a aN 10+00 10+60 11+00 11+60 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+60 PROPOSED WATERL/NEA PROF/LE SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL 16+00 16+50 17,00 17+50 18,00 18+50 \�EX CRr1 E PR P. GRADE r \ PROP. 12" IL ' 12" w/L BTM WTR 476.20 TOP STM 474.43' CLEAR: 17 BTM STM 473.91' / BTM SM 472.20' TOP IN 471.59 / TOP WTR 470.44' PR P. COMPACTED FILL LEAR: C24P / CLEAR: 1.76' -J7 V4 / BTM STM 468.50' TOP WTR 466.76' r CLEAR: 1.74' r BTM STM 47TOPWTR 4644 CLEAR: 1 i X X X ILL!W p p i U w U U i LU f U `� f> LU z N y W N N N y N X N7. Y] h D: u LL X LL LL LL IX X LL K 0 % �co io% p> O> r D. C7 (O 0_ S 1rl cD> D. C7 O CD>co>�cv> 1 U O a. C7 (O C7 t0 Q. C') N 2 -_ U N Q- f0 Q. N h D. C') O Q. C7 h D_ Y00 %c Y O of Y 0 `R 0 m + + 0 + o' '4 '4 + ON + Q `4 ON 1+ ON[OLL IX `4+ON 'v0N. +ON + W `4 YOB :q + ON +O Y 0— 0 N '+ O r + O as a �¢ �IX moo_ �a �aN f NN �a `¢�`4 N 0_NN �� v�"4 D.N� v¢"4 INN m�"4 m NN `a `IX dN _ix 0_NN 0_ =W O.a 0_N SNN 0_ 10+00 10+50 11+00 11+60 12+00 12+50 13+00 13+60 14+00 14+60 15+00 15+50 16+00 PROPOSED WATERL/NEB PROF/LE SCALE: 1 "= 50' HORIZONTAL 1 "= V VERTICAL 16+50 17+00 17+60 18+00 18+50 19+00 19+50 20+00 490 480 470 460 500 490 480 470 Z DJ z W Z F of W W Z LU W U) U _Z } (D H WO Of ~ W Q 2 W U)Z)2<<Z' rn7QQ 00<CL Z JOfr�U) Of J CL Zed J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 1 COUNTY COMMENTS Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: PPW - 0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohleirEng.com F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: WATERLINE PROFILES 50 25 12.5 0 50 SHEET NUMBER: 1"=50' C-805 REVISION 1 - 01/10/22 - 3 EX. PROP. 1.5" FINISH ASPHALT BIT. CONC. (SM 9.5A) 1.5" ASPHALT SURFACE COURSE (SM 9.5A) PAVEMENT PAVEMENT \ S TRUNCATED DOME PATTERN F 2' MIN. CLEAR ZONE (TYP. LT. & RT.) w ASPHALT 2" BASE COURSE (25.0) 2" ASPHALT BINDER COURSE (25.0) s a F-E. TO REMAIN j EDGE OF CURB Z a 6 "STONE BASE W LU S vai SLOPE (21-A) W U Z F O_ W d .d e . ° _ n 3. MEET EX. PAVEMENT FLUSH VARIES C7 Z W Z U LU ffiw "COMPACTED STONE BASE (21-A) a ,. d °a ° ° a W H U W 5 W w III -I I III �'� °` a d Oe. U C7 ? W W U) > W N 1-ICI III -ICI: a. ,SLOPE. . ' ... SLOPE e.. a°. Z > �J ~ Of U g iP:1 MAX:. d a. a 12[1 MAX.a J Z U W U Z o III -III -I -I I -III -III -III -III -III -III III- -I -I -I I- o0000000 00000000 00000000 000000000 000000000 000000000 a'd .. .de .. as Q J _: CO U H U) Z) Q Q Z Q ow <o =1 =I I= =III=III=III=III=III=III=III III -III -III -III -III: 00000000 000000000 Z cn Z F o w =11 I -III -III I =1 I =1 I =1 I =1 I =1 I CI III=1 I 1=1 I 1=1 I 1=1 11= 2" COMPACTED OMPACTED SUBGRADE SM-2A ASPHALT PROP. 1 112" MILL TACK COAT AND OVERLAY (APPLIED AT ARATE OF 0.2 GALLONS/S.Y.) U Z`g Z J U U Of cl) Q U N m -III III III III III III -III -III -III -III -III -III -III -III -III- - - ;' - =, = - 1 1 = =1 =1 1= i' - (PER GEOTECHNICAL REPORT) 4" COMPACTED COMPACTED SUBGRADE Z a Q 0_ J of J ao 21-A STONE (PER GEOTECHNICAL REPORT) 5' 0" >_ NOTE: MIN.LU U �o NOTE. 1. SECTION SHOWN IS BASED ON AN ASSUMED CBR OF 5. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB NOTE. NOTE: U -BASE. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA a 1. TRAIL CROSS SLOPE NOT TO EXCEED 2.00%. 1. SECTION SHOWN IS BASED ON AN ASSUMED CBR OF 5. FINAL DESIGN TO BE ACCESSIBLE GUIDELINES. PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. s < 0 REVISIONS ASPHALT TRAIL DETAIL PAVEMENT WIDENING DETAIL STANDARD DUTYASPHALT PAVEMENT SECTION ADA ACCESSIBLE RAMP DETAIL REV DATE COMMENT CxECxeD ORAwxBY NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BY 1 01/10/22 COUNTY COMMENTS MG/PM RTY CONCRETE FILL TO BE ROUNDED 2' MIN. CLEAR ZONE FOR PROPER RUN OFF (TYP., LT. & RT.) 6" 1/4" RADIUS 2" RADIUS VARIES 4 MAX 2% IN ANY DIRECTION 4" DIAMETER STEEL PIPE FILLED --,,,,,,,,,FINISHED GRADE AT LANDING W/ CONCRETE PAINTED TRAFFIC"REVEAL '�� d YELLOW AND EMBEDDED IN• 2%MAX. CROSS SLOPE > CONCRETE BASE1=I I -III -III -I I- MENT SURFACE . 3, . (SEE PAVEMENT DETAIL) M/n, .. 9 I�II11=11II r TOP OF ASPHALT OR I- III-IIIII-II�II-II _ICI-_ a. a .. CONCRETE SLAB-I-I-� -_ _ I' m III- _ _ _ _ _ _ _-III= -I1I-III-I -III-III-III-III-III-III-III-I III -III -III- -' a s�o1 =III -III-III '= ;:'' I I-11- IF, 3000 P.S.I. CONCRETE =III -III-= •;: III -III= =1-III-III-III-III-III-III-III-III-III III-III=III- = =1 1-1 -1 _ III III III=1 " CLASS A CONCRETE III -1-: d a TRUNCATE MAX _- = :'.;� :;'••: -- COMPACTED SUBGRADE (PER (3000 P.S.I. 28 DAYS)-1 DOME PATTERN 1:12 SLOPE 11-111-111-1 111-1 1 GEOTECHNICAL REPORT) 4" THICK, COMPACTED III= =_ FLUSH CURB SEE SITE PLAN , n -111-111-111 STONE BASE (TYPE 2a) -III-III-III-III-III-III-III-III-III-III-III-III-III-III I FOR DIMENSION -III-III-III-I •.'= � ; III-1 =111=111=111 `-` =III -III -III -III -III -III -III -III -III -III -III -III -I I -11-111-111=111=111=111=1I1=1I1=11=111=111=111- Know what,; below. r 11=111 .III-III-III=1::, i III- TI _III-III-1I=1"- 1-III-1 i'- NOTE: Call before you dig. NOTE. _ NOTES: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ALWAYS CALL 811 -III-III- - - = " 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED ADA ACCESSIBLE GUIDELINES. It's fast. It's free. It's the law. _'=1=III I'- NOTE: AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 1,$„ TO SIDEWALK WIDTH. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1. SEE SITE PLAN FOR LOCATION($). MIN. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. NOT APPROVED FOR CONSTRUCTION BOLLARD DETAIL CONCRETE SIDEWALK DETAIL HEADER CURB DETAIL ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE TNIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY NOT TO SCALE NOT TO SCALE NOT TO SCALE REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN DATE: 09/30/2021 REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB 12" CAD I.D.: SDP - 0 PROJECT: 2-0" EFLECTIVE ALUMINUM 1• LEGEND AND BORDER - GREEN 6" 1" 6' RESERVED WHITE SYMBOL ON BLUE BACKGROUND PAW, BACKGROUND -WHITE TYPICAL AT ALL ADA SPACES \a 70�FINAL SITE PLAN m PROP PVMT - 1-1/2"R -.�.�'•.•-�•: 1-1/2"R (SEE NOTE 4) FOR - ;o ."�;.:. ;:-. •'- THIS SIGN TYPICAL AT ALL "VAN Ij ACCESSIBLE" PARKING SPACES ",��'.i• _�e '.l _' <;> � VAN 0. 05 %MIN 0.50%MIN RS T RESIDENCES ACCESSI a�E ENALTY SIGN WITH WORDING AS SPILL CURB & GUTTER COLLECTOR CURB & GUTTER REQUIRED BY STATE OR LOCAL LAW PROPOSED LOCATION NOTES: SEMINOLE TRAIL 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. AND ASHWOOD BLVD. 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. GALVANIZED "U" CHANNEL POST CHARLOTTESVILLE, VA 22911 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0' O.C. TOOLED 1/4" (±1/16") VIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.-S. ALBEMARLE COUNTY, VA 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. Z U- y 4 4" DIA. SCH. 40 GALVANIZED STEEL PIPE P ❑ BOLLARD PAINTED OSHA YELLOW FILLED O LU I WITH CONCRETE o l B 0 H L E R �� CONCRETE CURB & GUTTER DETAIL LU m� l 9100 ARBORETUM PKWY, SUITE 360 NOT TO SCALE O ~ N AINT CONCRETE BLACK AFTER EXAMPLE ONE EXAMPLE TWO NOT TO SCALE NOT TO SCALE r O CURING AT ASPHALT LOCATIONS RICHMOND, VIRGINIA 23236 Phone: (804)893-8200 EXAMPLE 3 MOUNT 4000 PSI CONCRETE Va BohlerEn COm g" Ll s• TH OF 36" CLEAR (MIN.) ANDRAIL- p ° V NOTES: �` CI � 1. CONTRACTOR TO INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT EDGE OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS INDICATE N YA R y 60" MINIMUM BOTTOM RAIL c; 2 08% MAX ..�•;L.' ° b DIFFERENTLY. .0 LIC. No. 0402056625 Q. ° III -III -III -III -III 6 III -III -III -III -III -III -III -III -III- LANDING ,�"A" SLOPE . • N =III -III -III -III= ' o P =III -III -III -III -III -III -III -III -III 111111I11I11I11I11I11I11II ° 111 2. CONTRACTOR TO PROVIDE GUTTER PANS (COLLECTORISPILL) PER GRADING PLAN. SHADED GUTTER PAN REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR TO PROVIDE 3 FOOT O� Ulf 10/2022 t1� FSS,�O TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS. N ,III II III 111 ° . 11111I11I11I11I11I11I11I11I11I11111I11I11I11II •. (SEE NO E s) MAL HANDRAIL SEE NOTE 4 III -III -III -III -III -I -III-III-III-III-III-III-III-III 1=1=1=1=1 3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50°k ALONG COLLECTOR CURB. IF FIELD CONDITIONS � SET PIPE IN -III-III-III-III- AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO 30' MAX. HORIZONTAL (RUN) 60"MINIMUM LANDING CONC. FOOTING =III-III=III=III °- III -III -III -III -III -III -III -III `O CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER SHALL BE HELD HARMLESS FOR ANY SHEET TITLE: i� o-° -1- - - CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS. ELEVATION -D - - - III -III -III III -III -III -III -III III -III -III -III -III -III -III- 4. CONSTRUCTION w I" �'•':' �+ ''.• :; j =1- -1- - - - - - - - - = IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE NOTES: I I a `' =1 1-1- - - III-III-III-III=III= EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE ' ISLAND PROVIDES 1%PAVEMENT SLOPE, PER PLAN INTENT. DETAILS 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. I- 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. ;.:' :1 I 1 -6" 5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME 3. NON -CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION I -': I - Z ° AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50/°. SHEET DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND I•:�•:�•+.. -'1�.y" NOTE: SHEET NUMBER: WHEN NO BOTTOM RAIL IS PROVIDED. I :: - - � ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES i 9 O 1 8"SQUARE TYPICAL ADA RAMP AND HANDRAIL DETAIL "A1l BOLLARD MOUNTED ADA PARKING SIGN DETAI EXAMPLE THREE DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISION 1 - 01/10/22 IL E4 I I C4 A4 2016 ROAD & BRIDGE STANDARDS CG-B NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAWING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHAI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-S IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUALIN THE SECTION ON GS URBAN STANDARDS. D o D, D D D D BE CONCRETE OF THE CONTRACTOR ERERCE COMBINATION 6" CURB AND GUTTER D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A350 A4 12'-W 12'-0' V- 6-0. 6'-01, 6'-0" 6'-0" __W 'll 'll 7---------1 ----------1 NOTES 1 I I I I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--______-J I I I I I I I I I I I I I I I I I L---------- MOTE O O O O O ze•-D^ G4 A350 C9 2016 ROAD & BRIDGE STANDARDS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.D3 MATERIAL KEYNOTES I GENERAL NOTES SHEET SPECIFIC NOTES 1. WARM DARK BROWN BRICK TO MATCH APARTMENT BUILDING 2. PAINTED STEEL BOLLARDS (TVA.) B. DOUBLE WYTHE BRICK WALL (7TP.) 4. PAINTED CORRUGATED STEEL PEDESTRIAN SWING GATE. S. (2) PAINTED CORRUGATED STEEL DOUBLE SWING GATES, 6. APPROXIMATE LOCATION OF DUMPSTERS. T. PEDESTRIAN PATH SEE CIVIL DRAWINGS. PPOJECI NORM A PERMISSIBLE CONSTRUCTION JOINT, DOWEL, 8" LONG 0 12" C-C B i M MAX I B r J 5' 5' TRAM ITN GUTTER PAN P S ON G E SLOPE TO 20:1 THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE A GUTTER PAN MAXIMUM SLOPE 200 TO 20:1 THROUGH RAMP LENGTH 8'-O' Min. 4'-0" Min. BACK OF CURB 12.1 MAX. 48:1 MAX. 2D: 1 2-MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT e SECTION B-B NOTES- L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 200 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED. l�� JLJI.II .II-.yl_s11-T�-1��_T1=11-11FJL�- 1 TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT CG-12 I I TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION "`°CG 12°RIDETECTABLEDAWARNINGNTSUERFACE XVDOT REFERENCE ROAD AND BRIDGE STANDARDS IDS TYPE A (PERPENDICULAR) APPLICATION 502 REVISION GATE SHEET 2 OF 5 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.D2 2016 ROAD & BRIDGE STANDARDS Y Z U LU in LU (D 0 J U) 4e0nLgdN S"P �o ceaSao wm lwn�yIDm MfumMliE e.aleq,oq•m ortwN neck sR,gem ad l.W T 'elmnN uq I.W.11m The mh mnh•,•INn ..1 J nor d aNtl mm:m1be . nU, ClwlgMxil o And Aak Sa,genl a3 W o zm ¢ 8 O f ¢ 3- LU W U J G> WILL! rr �w 0 O ¢ Z w OD llM^ vJ f ¢3 0a z RR U1- §MI W6 O U ISLIE W1E 1/10/2022 11463-00 O H own No A350 0 Z CG-12 A T 45 DOWELS, 8" LONG PERMISSIBLE R AT 12" C-C 5-MIN. CONSTRUCTION MAX 5. MIN p 12,1 MAX B 12:1 MAX. -� � AMIN y L ry 120 MAX Tn \ RAMP WITH BUFFER STRIP RAMP ,� / (SEE TABLE) (SEE TABLE) TRANSITION GUTTER PAN SLOPE G/ A TO 2D:1 THROUGH RAP LENGTH , MAX' 5' TRANSITION GUTTER PAN SLOPE I TO 20i1 THROUGH RAMP LENGTH GUTTER PAN MAXIMUM SLOPE 2D!1 1 12:1 MAX.- 5'-D" MIN SHAPE TO MATCH FACE OF ROADWAY CURB WITHOUT BUFFER STRIP BACK OF CURB 4 :1 2Dn 48:1M EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT 2' MIN. LANDING 48:1 MAX, SLOPE SECTION A -A LAUDING 480MAX. SLOE DETECTABLE WARNING SURE ACE PERMISSIBLE CURB CONSTRUCTION JOINT a CROSSWALK SECTION B-B DONS x CONCRETE CURB NOTES ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET I OF S. 2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 2OI AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMITTED, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB D 4 1 6 1 5 7 2 5 8 3 6 9 4 B 12 s 1D 5 6 14 15 \VD= ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 D4719 ILK CROSSI CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 5' MIN ONE DIRECTION WITH BUFFER STRIP 6' TO CURB SPECIFICATION REFERENCE IDS 502 5D4 LU 10 RVA CG-12 GENERAL NOTES- 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REOUIREMENTS OF SECTION 5D4 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHIC&LY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. 4. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER i /2 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CDNJUNCTIDN WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 1D. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANNUFACTURER TD MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 2D4.D6 1 , i E EE MN r /rr✓lrr✓N/r%�r� AND 2D4.°7 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4' MIN AT ,.2" HIGHER THAN EDGE OF PAVEMENT AT X: X , SANE AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME .6"2.4" C-C G O O O O O Z m O O O O 00 O O O O O "-- O O O O 00 00 O O O O O LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 it 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5DX-65X OF BASE DIAMETER - 0000000000000 00 T TER DETECTABLE WARNING o AT BACK OF CURB I_ D.9"-/.4" VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE u E' BASE DIAMETER TRUNCATED DOME PAY LIMITS DETECTABLE WARMING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION ROAD Ae�s STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE ID SHEET 10F 5 REVISION DATE (GENERAL NOTES) IDS sot 204.01 D4/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D4 2016 ROAD & BRIDGE STANDARDS WP-2 EDGE OF EXIN PAVEMENT I ' EDGE DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------------- EXISTING SUBBASE PROPOSED SUBBASE ---------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM VA INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMNED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 5DO FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/ INCHES PAID REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REOUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. -tVDDT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS �6" CURB LINE R=15" ° 4 e�a18.. Aa 1:12 4' d d n (ROLL TOP) (ROLL TOP -REVERSE) 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'-0- O.C. TOOLED 1/4" (31/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0- INTERVALS, MAXIMUM, AND ALL P.C.-S. MOUNTABLE CURB & GUTTER DETAIL NOT TO SCALE SPECIFICATION REFERENCE 315 L F� Z W a8 S W K Z F O W W -d Z W H W j w W U m U - U 0_ ay 8 Z U - W W w z _ W > W W_ F W Q 2 W Z >zUW<4Q �o U)72QQZQ <2 Z U) g W Z F H how 0 Z of Q F~ p gym D U U U� U Q of0U)dQ sa D_ Q =J J ro O LLI U zx wg H & :n q �a IS oa REVISIONS REV DATE COMMENT DRAWNBY CHECKEDBY 1 01/10/22 COUNTY COMMENTS MGIPM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT NO.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SDP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com W.kLTLTH A RIPAN YAUZ•iER Lic. No. 0402056625 01/10/2022 -•1 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-902 REVISION 1 - 01/10/22 A O �� I* 6" MIN � f 7.5"6' MIN 4� (22.5' FOR COMPOUND METER) 4 . . . 60. (22-5' FOR COMPOUND METER) IB MIN. I �— 17 5'� 12' MIN. ;aWINGNUT LOC:ASSEMBLY 1 BYPASS 44' MIN 37' MIN NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-13 °4 � ti' MIN 6' MIN � 17 5"� 4 4 b0, 44' b1I' 36" 4 4 O a 4 III MIN. I IN 17.5' ft 3i' MIN. WINGNUT LOCKING ASSEMBLY 12' MIN. BYPASS NOTES: 1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4', MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 it METER) NTS FIG. W-7B 8"MIN EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE 36"MIJ 24"MI 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 1.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 NO, 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 INIC-FAI I ATI(1N1 IN TDCNI(-'LJ NTS FIG, S-3 TD-28 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH 15 THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270 ° ) 7 CU. FT. 18" VALVE BO #168 STON 36"MIN e'er 6" GATE e P� VALVE 8" X 6" TEE 2500 P.S.I. CONCRET o`r" BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE 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 - 12 TD - 7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL BEDDING 8 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 MIN INITIAL BACKFILL 4 MN UNSTABLE a" s" a" 8^ SOIL MIN MIN _ MIN MIN \ = - -- = i #68 STONE RANULAR FILL AS APPROVED BY ACSA %1 �C'#E z STABLE SOIL OR ROC 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. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJEC v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE � COVER LIFT NOTCH 12 3/8" 5W FS is Z W `s W W U) z F- Of W 2 LuLU W��Wof O Z W W 0 5 W Zr(7F-Wpo_U) g§ ~Wax Wz J>ZU Wr)O �o cn�2aQZQ < Op2dZ~� how Xo< 0 (L o® J Of < w Q 0ZZ)dQ s a Q =J J ro O 05 zW wm � o o< REVISIONS REV DATE COMMENT DRAWN BY CNECNEDRY 1 01/10/22 COUNTY COMMENTS MG/PM Know wnatS below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG/PM CHECKED BY: RTY DATE: 09/30/20 11 CAD I.D.: - 0 PROJECT I I FINAL o7 WATER ADJUSTABLE VALVE BOX W/ LID SITE PLAN z IT CAST IRON LID FOR 18" METER BOX v Z N \ RST RESIDENCES M.J. GATE VALVE IN PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA WATER I� p I I d�� LINE PIPE S SLOT I B 0 H L E R // 2500 P.S.I. \ CONCRETE THRUST BLOC d e a e ✓ a a 2'x 2' BEARINGAREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAI TYPICAL GATE VALVE NTS FIG. W - 5 TD-8 NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-V' METERS) NTS FIG. W-7 TD-10 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA 23236 Phone: (804)893-8200 VA@BohlerEng.com Lic. No. 0402056625 n 01 /10/2022 -A SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-903 REVISION 1 - 01/10/22 SIZE BRANCI VALVE THE WATER MAIN WATER veRlPc J. PLUG I.VV YYILYL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE —or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS b'a VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-8 TD-16 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFIL BEDDING 8 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 II►111G\�:1��:��I1 UNST/ SOIL MINI #68 STONE i j � NOTE I. 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. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 VDOT CLASS 1 RIPRAP _+1 5 6" VDOT NO 1 STONE BEDDING NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF BANK EXCEEDS 1 TO 1 A i 3.0' MIN =III —II II —III =11 �111� 1 UNDISTURB ED MATERIAL A ELEVATION 1 MAX. 1 NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 31, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. WATER TYPICAL STREAM CROSSING NTS FIG, W-12 TD-20 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA Wsyr� i 2 _0 RUBBER COATED STEEL STEPS 1'-0" MAX e CAST IN PLACE ' PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS o OR APPROVED EQUAL 3'-0" MIN o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS SO) 5' BACKFILLED IN 6' LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MINA BACKFILLED WITH SELF -COMPACTING 16' MAX STONE. 5. T 4 MINIMUM ELEVATION DIFFERENCE 12"MIN ACROSS M.H. FROM INLET TO VARIES - F12"MIN. OUTLET SHALL BE 0.20 FEET D° D D' A FILLETED INVERT FOR A SMOOTH • TRANSITION OF FLOW BETWEEN ,. INLET & OULET PIPE SHALL BE • D. f, Q PROVIDED. 121. Li .4.D •D p°..�.p' TMMe!'N 3/4 DIA OF LARGEST PIPE IN MANHOLE 6" BEDDING WITH N0. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-1-C TD-24 v E �w �m O J u JO UY �a I FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA--`0' 2'-0" STREET SURFACE OR NON - PAVED AREA V - 0" MAX RUBBER COATED STEEL I STEPS CAST IN PLACE 3' 0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "O" RING SEALS a 6" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.5" 4' 0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRET ° VARIES DEPTH OF FLOW CHANNEL TO BEFILLETS 3/4 DIAMETER O CONTRIBUTING SEWER. ` a .. A FILLETED INVERT FOR A SMOOT g'. 11 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FO1REE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S FIG. S-I-A twt = GD J J w Ew EN In Y)w _U w N � J < o5 E 1 a o E Em E n-Lj in Llf J " u \U vNU L �nJ zo � Om TO-21 E E M u N E N �E N u O O w In OOf < Om o Y c> E %tea E \ w 0 0 Q E of O 0 E 0 En - 0 a m lE ,rl O Y�/7 LON N w E � N'--' N ID LU o iz N /c/ o d \Z o E N m n E NE �,OE \ E LO m 0 u I Z a < < O 0^ 0E < f E 0 F- E " U `vE ocDE E < of W 03 ,0-, n u N n u I1Dn u SSW N N N 0. I TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-25 w z I FLEXIBLE CONNECTION--J I J� WITH STAINLESS STEEL BAND LL w w O 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" V MIN 2" NOTE BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I- B TD-23 VARIES VALVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). 0. VARIES _2" COPPER WATER MAIN M.J. FITTING 2" CORP. STOP 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: . GATE VALVE WILL BEV UNLESS OTHERWISE SPECIFIED BY THE ACSA. ° SERVICE LINETO CONNECTATMAIN WITH X"M4'TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 �a LU w a$ LU uJ a Z W W d WLU W��Wof ((DDzW WU)>W Z5'(7~LU o_U) g mijZ)>zUwaip zo U)IYQo'<Z =w cn UIa Q Oo<(L FOf F how J Of Ofz W w Q Z d Q s o Q Of J J ro O U z2 w9 4 Sa oa REVISIONS REV DATE COMMENT DRAWN BY CHECKED Br 1 01/10/22 1 COUNTY COMMENTS MG/PM Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPALAND/OR AGENCY REVIEW AND APPROVAL IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: V192076 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: SDP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA BOHLER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com R1'AN YAU1 ER Lie. No. 0402056625 01/10/2022 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-904 0� REVISION 1 - 01/10/22