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SDP202200002 Plan - Revision 2022-01-25
N NN NN or or REFERENCES 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 IGENERALNOTES SHEET NUMBER COVER SHEET C-101 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 ENTRANCE PLAN AND PROFILES C-310 OVERALL GRADING PLAN C-400 GRADING PLAN C-401 - C-404 OVERALL UTILITY PLAN C-500 UTILITY PLAN G-501 - C-504 UTILITY COMPUTATIONS G-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-706 LANDSCAPE COMPLIANCE C-708 LANDSCAPE NOTES AND DETAILS C-709 LIGHTING PLAN C-710 - C-713 LIGHTING DETAILS C-714 STORMWATER PROFILES C-801 - C803 SANITARY PROFILES C-804 WATERLINE PROFILES C-805 CONSTRUCTION DETAILS SHEET C-901 - C-905 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 APPLICABLE CODES, IT IS THE CONTRACTORS 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 LO(:AL REGIIIATIfwS ANO CODES. J FINA I 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 Its, eera a .POWQyO � kC t ti Templeton Acres A,e �,eerrieryo~ - a d D k` E F W r s9 sCwe SITE Rw Timbelvmotl Pkw" Y M1�ea to f Hellyme' i Elementary °'fe` bnwwe AHe semel Menimer rsneherlana Mmme school 'erM1WOo�errp +f R a� c MID — TgnTom ®2W1 Microsoft CoMorntion 02021 Aa LOCATION MAP SCALE: In = 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 (158 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 J 0 m (D z EE W UU W U z W 0 Zjz(UU z W H U W j 0zWW��W zrc9toW>m iW a 2 W Z >zU<4��aQZWQ0 zcnWZFI- OzQaa~O z J 00� W z Z d a > a < of U W H REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I ... .. ...� 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.: 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. 22021) DEMOLITION NOTES (Rev. 22021) SITE LAYOUT NOTES (Rev. 12020) LIGHTING NOTES (Rev. 12020) w O Z z m 1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING, VIRGINIA (HEREIN "BOHLERJ 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 EN RE THAT ALL B NTRA T R F LLY AND MPLETELY NF RM T AND MPLY WITH THE E RE IREMENT THE E N TE AND THE SU SU CO COS U CO CO O O CO S QU S S O S REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL N TE AND PE IFI PLAN N TE MAY BE F ND N THE INDIVID AL PLAN . THE E ENERAL N TE APPLY T THI ENTIRE D MENT PA KA E. O S S C C O S OU O U S S G O S O S OCU C G 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 AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BV 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 OWNER/DEVELOPER INCLUDING ALL EXHIBITS ATTACHMENTS AND ADDENDATO SAME. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BV 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 BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANV OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURALBUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRVEXIT 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 CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANV AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD 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 ANV 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 ANV AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANV UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANV 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 ANV JOB SITE CONDITIONS, AT ANY TIME. 19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS 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 CLAIMS. 20. THE ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANV INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER INCUR AS RELATED TO SAME. 21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (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 ANV 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 ANV 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 ANV 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 AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER 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 BV ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANV CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORKAND ANV 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 AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANV 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 OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANV 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 ANV 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 AND/OR 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 ANV WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM 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 ANV FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND BOHLER 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 ANV 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 AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND 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 WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANV 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 WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST CONDUCT 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 ANV ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL REGULATIONS. 4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY ( ) CONDITIONS REGARDING ITEMS TO BE DEMOLISHED REMOVED AND/OR TO REMAIN. A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6. ENGINEER OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA REQUIREMENTS TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANV TIME TO OR NEAR THE DEMOLITION AREA. 8. PRIOR TO THE COMMENCEMENT OF ANV SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF RECORD AND BOHLER , IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE ENGINEER OF RECORD AND BV BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10. PRIOR TO COMMENCING ANV 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 ANV DEMOLITION ACTIVITIES. G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK' IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER AND ENGINEER OF RECORD AND BOHLER, 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 BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND THE OWNER. 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 AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 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 OWNER/DEVELOPER 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.12020) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE VIRGINIA GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 19.51ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: A STABILIZED CONSTRUCTION ENTRANCE/ EXIT -A TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON -SITE. B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALLAPPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANV, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BV 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 ANV 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 AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES RULES REGULATIONS STANDARDS AND THE LIKE. 4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev.22021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANV WORK. 4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATI N PRI R T MMEN IN ANY N TR TI N. H LD DI REPAN IE BETWEEN THE PLAN AND INF RMATI N O S O O CO C G COS UC O SOU SC C S S O O OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING. 5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORTS GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BV 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 BV OWNERIDEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANV AMENDMENTS OR REVISIONS THERETO. 6. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICTS) 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 DISCREPANCV(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 BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. ACCESSIBILITY DESIGN GUIDELINES (Rev.12020) 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 SEC. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANV AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCEEXIT, 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 ANV DIRECTION. B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BV THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 12-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 12-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 114-INCH ARE PERMITTED. C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BV 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANV 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 EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANV RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANV WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev.22021) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD. 3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANV 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 ANV EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A 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 BACKFILL 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 ANV INSTALLATIONS THAT DEVIATE, IN ANV 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 WITH JURISDICTION OVER SAME. 10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 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 WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS, INCLUDING BUT NOT LIMITED TO GENERAL NOTES GRADING AND UTILITY NOTES SITE SAFETY AND ALL AGENCY AND GOVERNMENTAL REGULATIONS. 3. THE LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BV 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 INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECTS, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES. 7. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANV LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES) 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 2020-00003 RST Residences Spacial Exception Conditions e in eneral accord as determined the Director of Plannin and the 1, Development of the use must b g ( by g Zoning Administrator) with fire application plan entitled, "ZMA2020- 00007 Zoning Map Amendment for RST Residences," prepared by Bohler, dated May 18, 2020, last revised June 1, 2021. 2. The 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 Nar alive, SE2020- 00003," dated May 18, 2020, last revised June 1, 2021. 3. The stepback requirement is waived for 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 May 18, 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 1 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. 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 1 is Travelwa A, as identified on the application plan entitled, "ZMA2020-00007 Zoning Map Y Amendment for RST Residences," prepared by Boiler, dated May 18, 2020, last revised June 1, 2021, and the frontage for the South Wing of Building I is U.S. Route 29. ALBEMARLE COUNTY BUILDING INSPECTIONS NOTE: must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy 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 Wafer & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All 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. RWSA 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). conference shall 4. RWSA 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 RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 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 100 feet of RWSA facilities without written permission and monitoring during blasting and a pre -blast survey any operative RWSA sewerlines, bypass RWSA approval of the blasting plan. Ground be required. RWSA may also require certification may be required. For blasting within 100 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 Owner. 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 J 0 m O Z 0_ W W W rn Z W O ZjZ(AU Z W W H W -U O U D_ (7ZUJWUJ jW zrc9�W�rn F W Q 2 p W Z D><Ix-J - Zrp2aaZQ W Z F 0f OpQQQFtr z O � H � p Q U a Z J (i � (n O7 p W Z Q (n ll J d Q of J F U W H r7 REVISIONS REV I DATE I COMMENT =� 1 101/10/22 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. I I 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@Bohle�Eng.com TH F;M%N YAIJ ER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 N N O N Q N C N I REVISION 1 - 01/10/22 STANDARD DRAWING LEGEND FOR ENTIRE PLAN SEl STANDARD ABBREVIATIONS LIMIT OF WORK 1_0W L.^,:: 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 ago 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 O CLEAN O OUT O ELECTRIC O MANHOLE O TELEPHONE O MANHOLE EB ELECTRIC EB BOX EP ELECTRIC EP PEDESTAL 46 � I O N N � a � � N m a c MONITORING WELL TEST PIT BENCHMARK BORING 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 J 0 m r7 z EE W W W rn Z W z0 ZDZ02 W H U W> Ur Z W W(Oj W F W Q 2 W Z J>z0woo (n 7 Q Q Z Q zU)2 W ZFH �zQQa~O Q J 0 U) W Z Z d Q J o Q of J F U W I— V5 REVISIONS ' REV I DATE COMMENT cxECxeD er 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 TH F;M%N YAUZ•iER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: GENERAL NOTES AND LEGEND SHEET NUMBER: C-103 REVISION 1 - 01/10/22 m I/ , " .ij ,"i, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII /, _ / / �` / I --- NiA 0Il\I ,�\ I Y / \ E II 1 rmW0=1I 1111111111110i111l111111111 5 `\ `` \\ ,\' \\\\` \`\ \ i ✓ / :' ' ' ' 1 ' I p _ Z Z = Z W . \` t \, - I' / --- ----- -- — QP FDp2' y ' , sPd�� I I �� ° / �'`l;\\`d` �. � \`\\ ,1 ai � � a ° z -----1I \' I 1 PUBR101� �p29 / / / / /O \v, k \ \\` \ _ z0 U Q W Z H Yv i \ ` ' _____________ , Ji`\\\ 11 _ PP�DT0 1f0) b5 1/ / \tea ' / �X _ \ \ J o Q v 2 I` ---- I�PR�I. o' / /( �(, \ cn rr f ` i` / / / �`\ \ \`\ `� ` \ / z O Z Z) W __ , \------ -i __ �` U j , C „ i -- , i -- // 1 ,;;; =;;;-ti � �—�W (, � ,� DEMOLITION NOTES: - �°' _-- _ - ��' \,OO j / -j Z � � .v � 4 ' ALTA/NSPS LAND TITLE SURVEY -- ` ENTITLED'RST DEVELOPMENT tSV i / / / / \ " - - _ // / /// '/-/ �QO � C�i^��;8y',,��-/ � 4�� r/ ,1'�/ / ` `� / <R�HG9INQ\OD D11 ��..L & \ \ `\ \ \\ \\ \ S \\ ` \ \`_ I / /i PROVIDED BY: BOHLER \ \ -%' ' /0`�" ,'�" ' , [ I ' ', • Y \ .��'l .t't-.(i 29 \ \ `\\ \` \` \\ \\ `O. \ \ / `` 12825 WORLDGATE DRIVE SUITE 700 HERNDON, VA 20170 \ '%' /�. £ r� \ DATE: 08/05/2019 \ j \ - 4 �/ ;; ' 4 29J / TMP 0480 00 �& 08 \ W \ /`jJ4(YDS`N�FI j " - _- \ \ _ ------ ---- i _- % .` --4, _ 1=4 17 / / i \ o (1'00:2�PROiERy��X\ /NV,r T&EA/TS1L� \ /; _ _ _ _ _ _ — , , r Ldl / ,_-,\\`.AREA 17-f,A9 SJ,�OR 3.W \ .t k,B\ ,�p78\,0G 38Q I ` DATUM VCS NAD83/2011 SOUTH ZONE - ---- ___ _ ^ / " - = ��� / - "�`% { t //1 ___ I __ _G ' AREsI; 3.9'43 R''C. 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LOG(( ✓=�E�hKw4OQ �` I �LOCk ✓-TEAKIY_OOD PHASE 2 I /% / �\ \ I --- --- - \ - r ?ZfWNH zo z1 - I ) I F[7RES L tKES `OUTFJ - `\ \_ — KES 3Y911TH 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 UNDERGROUND ELECTRIC LINE _------C------_ UNDERGROUND GAS LINE -------ON ------- OVERHEAD WIRE -- UNDERGROUND TELEPHONE LINE ------- C------- UNDERGROUND CABLE LINE STORM SEWER -------S ------- SANITARY SEWER MAIN HYDRANT /N (\S) SANITARY MANHOLE D) STORM MANHOLE WM WATER ( METER WV WATER m VALVE � cAs VALVE ® GAS METER ---- \ \ __ \ — o -w_ 4AKts SD 24 \;,`�, , D.. 42�Pc. 3a3 `T, J \ ) // I% '"----._ ` \ J . `x4¢� -PG 558 /' ) zs G; (/D tPG4NNEO YEN%/ 52 £L001J�NI}\ LLjT �9 N/NG QED UH EUECOPtfEN ' / / F"' -ZON G• P T DE�EL _) ' ' (/SE.• \SkYGLE PAI'f2 X %'ESIDENTI}�L ` ` r �" • /N "_ ,--' /------' I \ \_ C� - \,- -- (P ENTJ / 1 I BhOzK ✓-,gf+/�rYObO PHA z2USE. S GL -- --- ALZ/AL / /NUS U§/NGLE UN/ S/OEN O / 11 \ r \ Y RES/ (A / /III -1/ L /, 11 /, n "_ / I ' r f I I \ \ pE16 K G SOUTH / 60 30 15 0 60 / % - C� V1j! 1� \ \ `` PO�ry/NG ��D(�]�J(���{�/%}/JA D /T 1 L EN/��J j JJ} 1 60' Call before oudi . Y 9 ALWAYS CALL 811 It's fast. It's free. It's the law. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NOT APPROVED FOR IIIIIIIIIIIIIIIIII 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 BOHLER// 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 Q. ��i(Y 01/10/2022 t4 �`S'S/ONAI. ECG SHEET TITLE: OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: C-200 REVISION 1 - 01/10/22 1, GOOG% SEME, OB 46 I I IN IN \------------- - \ --- /, RESERVEOBLQPE'��__, \ Op �R61 1+ '\• % /: % *// i G/ - -/ - ----" Id 66 a/i' 1 \ / TITLE PARCEL TWO \ GOO�(BR) LANDS OF RIDGEWOOD MOTEL & MANOR LP \ \ \ />t j`I / y' • iI/ } D.B.1883PG295 \ \ \ OR 0f /k00 % I j1A P,'�gd'49 // x( �R- I TMP: 04600-00-00-10800 \ ; \ \ 65X j p55R ��\7 /1_� r � / ?`, \ { AREA: 171,769 S.F. OR 3.943 AC. (M) \ PBOpjG j 1 // ' = /� wr y/� ���5 Q f ( r $• �00. I \\\ / / / 1 \ �a AREA: 3.943 AC. (R) (TBV) NO3 N/} \� ` �1 QED' oo/' ! / \I \\\ ��RR) COQG• 9 i I I \ / / "\ `\ \ W PfJPERIY %Nl/E51EN / c \ 0 3 - }' Go _ <- `I . � .3878 �JPG' .380 /% / M/ ^______�_ \ t \` \\ r� D / I yl / } ` ( 7 TM 46OOTOO-OO-CT28A1 �4,_" / ' 'G�- �SQt�Rt� \ I , f , i J � _------ � \i� / I / � -'---- � � �� � USE.• S/NG'�,FAM✓(Y R�$/DE/V L \\PPv `�Rl \\y\ l / It \\ de i �96 ,, 000, // f`ORGOiD1 i / G 7 '\\ - / % \ c-\\ \\ -L 147.1' \\ \ '�-00 //.f G i / JISP i ``� J ' ti'�Y�-�- -- / / \ 1 `\ I' sr R) } IN xs o/ It GONp / ji / :!-' / / WWQP�G_ - /r ) 1 \ i,, i X� �/^, \ \ PAVEMENT �TBRfh�,-ram / \ _ 0000, /^/� / �I' —/`\ c�\\� '�'."`-��� /' _O/NGr(7BR 7' \ 01 01 ST�P,)7)P. I',. -6D S .� p , / y� / / , / I , \ I 1 ♦ /NEf�V�iLOPE /iG C• I (Y PR I I _ DS R�A`NCE:1180 SQ: FT. -; (YO E�IEV'RIFIEi)) r 0 1 R p10R ,1� Aso `^' I nni.. �r I ,} EH49� E d i o. �PV�1 GpN5�ER1 2g.p0� rrr J //�/� ,,{, / R1 fJ+sf p) 00 \ �\ ' Z'G EX. FRAA// \ ��qy�l \ u EX. POLE CUY K9RE ANO I ' #` pf (f ` N A, HEADSTONE C PAVEMENT MR) �l'l \ �h I l r I I 1 pJ` B) /\ S/lE0 ✓\ �� \ OVERHEAD LINE (TBR) o �EN1 R. yyf�? (79R) `� �'^ AO VD01 ENCRI24CHMENT ONTO �_ APPROX LOG. 5o EMETERYPROPERTY \\ ? / \ r� EX. 1-STORY YY /� `�QY gDgg o�jl IF OF VEPCO EASEMENT f �bL8-527 AV I \\ / , FRAME BU/LD/NG (79R) r -T" �• S, ---' �� 730 84.52' �R �E > ; 'i; S�2 05535 D.D. 466 PG 491 (TBV) De. 2Ur A. W2 (reV) ------ / I'° I�hl—", ,1'�* - 34 p9„w ) ) (TgV 4' 6 0 1 ID I / I ' --------- - =-goy { { `s A) l _ �iT�y j HEADSTONES < \ l Ml r� "`R) 5 \N J �MR0570NE \ {rY '�rr-^ �� 1055�{1y[JO��.j .� / } -''`i3�T ----- INGRESSIEWESS E45EYENT � / I / `\ ` �! rr, 2 I / / }' -------- VDOl PRLI/ (FO) �29-L�2 \>\ l 50b' \ ------ --- --- ? rr r ' / / / y // ;, � > 1 ----- ; OWNER UNKIdbWN,1., `< y � �� // ;� � �.,Y % ;� �I �� i / } %� / i=---------- �___ \\\ '. I - P10.- PORT/ON OF 0�00-00-00-10800 / O 0.50 AC. r / r } , g, \ \ \ / \ �o �► { (f `40, APAFOrA , , s I - ,----- \ \` \ o �o - s02 1 S Up 2 g==�-==CULVE �R� \I�i ^.B&1466 4�1( �\\ _-_ __ ___ IN R <iRAI� > rr F'` y 1 L'----�r z-' / y a} ---------------------_- ---- = T ![)o \ 00 \ \ c,1R l� \/' — __---- 0 0 --- - —5 \ \ _ - --- _ - { \ \ } 50 — —, 1 J \ / € C70 LVFR."0 EAStUM \ \ 98 i 494 (w F01INDA90N (TBR) UP f/O✓97 A ; \ /1. M-., \ .�y M� _ ---------------- \ ; I // /' l s'`5- /V ��WA1' MATCHLINE - SHEETPRIV/t_ `MATCHLINE SHEET 00 ----- I I I IN, SEE IN$ET SHEET \ \ _ 266204 k \ / \' ---- p p, _ i — ------ IUD ROppp2'\� PUD 0079 0& RGP I P if � 61k 2 00`� � �PR�1PR EfDI %' '� ,fit/ \ f / / 6I P (p0 051ED % GOJERR� �; 000, PA. Gppl 00 72 I I I I I I I � \\ o T ,yam 1 q ` 01 j / \ ` TEMROR UC90N\ SEME'NT ___-rO. Y PC. 4J )/ y , ------------ -qR / TURBANCE-84QSQ.FT. (TO BE FIELD VERTREQ) C 20 r, z a w w w Z F W6 W<E0w JU)Z)Q<mzo r7»maQz 00<CL Z JOfr�U) of J a. Z a- J DEMOLITION NOTES: W O 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 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 + h� ACORN LIGHT ---�-- TYPICAL SIGN /A PARKING L -1 COUNTS SPOT 7C51H4 OR 5764 ELEVATIONS MSANITARY LABEL tTM STORM # LABEL -------SL------- SANITARYSEWER LATERAL _-----_ly_-----_ 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 WM WATER ® METER WV WATER m VALVE ❑ 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 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 ��i(\ 01/10/2022 ``1�t4 �`S'S/ONA1. ECG SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: C-201 REVISION 1 - 01/10/22 U� , , , 1 1 1 , 1 1 1 1 1 MATCHLINE-SHEET C-201:"- F0VNQ47)aV (IBRJ UP IX,97 '; `\ \. ♦-�, / �..�- l ` \\ $ \ O \ !o l PED. '(7BR)j(\ kv` Iry 1 .�GO7��.t0 (IBR) i \ \------- _----- �/' \ \1� // = \ �PPRYIX La \ - --- I / D.Lt 466 PGa�l APPAWVr Zoe. \ ` _----- ---- 10'iEP00 EASEMENT > - - -- - C o s�^ -----' D.B. 466 PG. 494� _ -}- __-- �y > - ' ---- --- �_Cl•—''�' 7 `X.,uuP—AND �' 1 �A,p / - / m• �.. \ \ \ - DIERNEAD7�frR%_ � 490 i4 r r r '-fir r -__ / (Tar) 1 L_ <SN ` ER L4NOS N% T'�^,,,h Y - _'_£"X TRA/L�/ .� \ \ COMMONWEALTH VIRG/N/A r_ YYY, 1�1nn I %m \\ y may,_ -__'ass G0� P O G o�\ \ ---- --- - D.B. 2063 P 1665 �` -- --- \�\ } /� r o> \ \----------- A9992K I's� R �v\\ ) / ,F�/wN r oo \� IMP. 04685-00- 0001D0''---"_------ OF 1D`tD EASEMENT - s:=tyERT !��--'' o \ /' s BR)/�D I(TBRJ S PUD (PLANNED RUT D ENT - "----------- o.B. 466 E�94-p8vJ- ______EX• /\�j'' ssRT lTi - o\ USE: VACANT, } xx �-vyy ---_____ ___-" ` ------- ------------- / / ��, 11 I ,� i !' ' s�R/F/-I'jJ EX. 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I _ I y , �, 1 O _ _ ______ _ o \ `t / L -� NCE - _-- -- - ---- ' ----- \ - I � � _ � A.�HLAND COMMON ARE,4- - B'/YOOD FEN — J I _B' WOOD FEN -- — ASHL,4N TbWNHOME.S — — — - E,I': 6" SAN STUB _ KES S H _ i �', I i ) AIR COUNTY MAP / / -'T, 7 P'(�: 0.7Cf -------- - ---- - - - - O� .B ,e ONLh/� PU /PLANNF`D`_UNIT D"�LOPMENT) _ i II I 1 1 I 1 �♦ 1 I 1 1 I I , , / I II �` EX. 20:SAN ESMT� EX. 6" .S4NITARY EX MH APPROX ZOC417ON PER AS -BUILT PR049ED BY.- ROUDABI/SH, GALE & ASSOC, INC T/TLED' ASIIMND TOWNHOUSES AS BU/L7 WATER LINE AND SAN/TAR) SfWSR" ` OAIED 1012911994 RZW5f,9 01/09/1995\ E4 6" SN STUB ROAAPANMC/ I , 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 & _-------- i i-- GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL (_) LIGHT +v h^ ACORN LIGHT — TYPICAL SIGN /^ X� PARKING L COUNTS SPOT TC5164 ELEVATIONS mSAN SANITARY # LABEL STORM tTM # LABEL _------S�------_ SANITARY SEWER LATERAL _-----_ly_-----_ UNDERGROUND WATER LINE _------E _-----_ UNDERGROUND ELECTRIC LINE _-----_0------_ UNDERGROUND GAS LINE -------OH ------_ OVERHEAD WIRE _------T------_ UNDERGROUND TELEPHONE LINE _-----_G_-----_ 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' Z w w Nw Z LL W Wz�WLLI U� Fw¢x0w rf i� Z) Q < m U' z U)2WZ 00<CL < 0 U) O aZ�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.: 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 Z V N YA R y .p Lic. No. 0402056625 � ��A 01/10/2022 ``1�t4 �`S'S/ONAI. 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COC \ PETER OL/S AND 1S,ERA//A ZOIiE/� DEMOLITION NOTES' a G - /D.R. 650 PG` 507 \ /-- ' / 7 / p \ �� of f0'IEPCD F1ISEMENT i \ APPRD) LOG / \ p% { a C / l S / / / < \ BUM \ Y DB 466 \ TMFP�• Cl4 - -028A0 ~ ¢ >0' v EAs �iJt v R) t / 2"---------- _ L P� 6 \ D.d 466 !94 ! ` `\ \\ / / ' • -t 0 \ 0 1. ALTA/NSPS LAND TITLE SURVEY y� p } / \, \\ O \ ZON G'\ ORS (RESIQENT/ALf L \ �`�� , t(� ,/,� , PROVIDED BY: BOHLER 9 } / $ sJERtrp OU Y = �/` / r \ \ ( Il` !� \ Y y� Mf I / / 1' VER Y < - * $ $ GL FA Y RE /DENT/AL ENTITLED "RST DEVELOPMENT" In^' I,•" {� ✓� 12825 WORLDGA DRIVE SUITE 700 HERNDO A 20170 _ < A C'� / ` ,-` \A \ _ i' �'• ` \ `� `� \ \ \ DATE: OS/05/2019TE ' / \ r11 / ggg RjyT.. NYlTAANT)� /� Y%, /// y�rvvvA� AA \ \\ �', /� y i \ i ) '� �_ �` DATUM VCS NAD83/2011 SOUTH ZONE / \ ? y?°mR1 ` `-�-yyy / \ _ Y / ` } /\\ \\ 4 \ 7 / `\ ELEVATIONS: ARE BASED ON NAVD88 DATUM DETERMINED BY GPS REVISIONS f '/' �1 f'/ �,-!�� II7ROX.' OG' G`�A�' OBSERVATIONS t� �,-�-,, i >0' - - ------(" \ - 2 MG, J�1\ It'-' F _ F \ t- .r1r' REV DATE COMMENT DRAx - _ < �`EX_NJ4TER \m \ I �n` ' / \ 1 cxEcx D.E 466 R^ 49AHY) a 1, N/E7ER (TBR) \ M ADDITIONAL INFORMATION OUTSIDE OF PROPERTY BOUNDARY IS 1 01/10/22 COUNTY COMMENTS R1 - // } \ �\ to nn { \ 1 O \ i /•�/ �X BASED ON ALBEMARLE COUNTY GIS. xi e /WM � J _ � f � { I \ -'' / �' } � \ � �r �' � `--- O \ , / / ' , 1 e �r i 3. ANY EXISTING SEPTIC TANKS FOUND ON SITE ARE TO BE N I �k,` y r C i y ��Tmo / `� `, / ABANDONED IN ACCORDANCE WITH VDH POLICIES AND R1-/ l / i ^�G._ 1 \�--iS i _ �� ��� M11 i�la \. i Yv R, :\ \ /\ PROCEDURES. METER AIER - x f rr/, i F' /, L� - K / c �rr•r \, �O� ..�,..�" ``C / / � '' ,�r� � Q � -"-' E.b°��i/ER�(TAi %// �o `ml 1 1 y�Y `.,-� r y,y / y � { '` � \\ •� \ CUI�R% �J /►lR" '.fftl" `'`` ~r�� v ' IT \ ,-------- V\ JJ„ vv y�l i i }/ A �yI✓' ' -Ioo .Sp D \ ° y-•,l"."') i _;`i , y. � � `y6 � / ' �•vYJ_tY R�i rVv f� _____` v L / �a,�*,Top1/ Y l� pRIVA1% Y'r , / ` i' g U o� , �J'J 'I ppyEO'„'" .` i ` �,-vfY'� \ ', Q '� / % Vi , ir ---------' _" ---------------- i If // CV ;i r''� Q / ggR1 (iBR) \\ ------- �vy,rly,. a3C 1!9/ fG ,NO (f&V) ; 10 ', . , i`, APPROX. LOC A� '� /a•i. %,a .� / {'\ \ \ Ex TRA/[ER LANDS N/F / 1l ? OF 1,9 -- C0 \ ? % �� �} / S , , , I -- -- TRANCES BREEDEN 921CMMAO AND \ \ I W/LLARD-HOWARD BR/CKHEA[� r0•'L':-'IE6 PG. 49 _`--------r/'' I ,� A :/ , I �'' \ �' \\ \ ? I FAMILY T/tF6!ST, ET AL W \ ggg0� APPROX. [GO ///' \ �,TECE I WB. 128'IPG 719 \\ �^ _ \\ ; AEq O '> I TMP.• 04600-d 00-028✓O OF 10" l/EPCD EA O 54V Y �!` `r I l P , Lu D.B. 494 PG 540 ZONING: R1 (/'ES/DENT/AL) % \ _ rrr xl7y— USE. SINGLE FAMILY RE$/DEN{IAL iKggg r �B(i/-r -y,L i/ / / i,,''h r,-,-,�-/'; / - `,` �/ f-, - _ _ \, �r/r/r'` �`.EX. IRA/LER R t� �/1 \ rF(reR), SbUVER/fir L / (�)' t, `�__?� (�J,�• 4 II II VJ / r� N Gi/ j i/ �PED R,' / \ \\`I / nn ; } l ; ; /X { \ \ �__`` ; Y ,�3•��" %'�-e- APPROv LOC. / �' OF 10' 1/EPCD EASEMENT 4ggg*�BRYS\'` `� � // O.B. 54V My) Lx 3.5' 1Y00 / - �/ SVNCE(7BR) A / /. l '/ ----- {'` \ X 1 I 11 I ' / / II I -tN{ - `` \`` __` � \c�\ �� �/ 1 •, /�`'�r ��� I —1 � 'i I •��`'-'� ' *ag / \ /' ! 1 I / // '�: / l l APPROX. L -\ - \ ��` `.1 P' EX. TRAILER (IBR) < OF 10' 4£PCO EASEA/ENT APHPDX L D.B. 466 PG 494 (TBI) UOF 10' f0 EASCi/E7V% aI �/ \ / h Vvv1 L / 9..B 466 PO 494 i ) APED (IBRJ I I If { / .f y/,. , .r•>%vvvv '1 rv, / vv, \ J..'L /� �> . 1 r/ri iY,Y`` } { \\\ /% { / t ,t / s II�i% //' ,h �. / ^W �R6 yyyyV �// \ vi ��� 1 EX. SPEED II {(PCP EX. 1RA/CL7 f�R) �I 5 c(( >\ G , / { 1 I �G0129 F669 j7BR) { j J _ \ / y /---------- ��ii' \BUMP �TBS . Y iy Imo(`' 7RAFRO S/9 EX. ►� `\ tir A� /y % ' Y \` \ /\ d : '---------- \ ♦ rf ` \ �/' / 1 tr OF 10' 4EPC0 Z4 aff ,,rrl./ ( i / ° PEO ) �\ �� 1 D.B. 494 PG. 540 O2 ) �� } I i ' 1 1 4�_ � \ i`VvJ-' i L ; � / ; ', ' ', R � / � ' /' ' `___ \ ` v// { / .C, � 1 \ 1 rTTi rT/y /•TfT ` fX %RA/LL%T i \ 6 C \ �N I I EX. DiA/CER ) THE 0,AR6EL ONE 1.5' / eeti I Q.B. 1 8 G 298 LI PED TB 1 �`nn4.n�h MP;.046DD-OU 00-10900 ' \ \\\ \\ `\ M �. \ r GA: W6,929 S.F. 0 15.540 AC. M) \\ APPROX.' LOG: I l \n \ ° 10' 4£PCO EASEMENT iEA: 15.558 AC (R� �TBV) o \ so \ \ - I () *LER (7BR) r L \ D.B 494 PG. 540 j 1 \ \ APAAVX 11� € D.84W \1- -- 1'i I L{ I °PED ) \ --- y� -II F10C1EPCOEASEMENT •�>'i '~ f - f \` `\ 1' `` \ r 'C-r'� - COl'£y��— �I D.B. 494 PG. 540 (TBV) R / Llrvd J i '�� I , 00 Q \ I \ ° APPR!%t] LOGS\I j d L }% \ t O 1 v `- _ �� / Tomv 'w \ / ��l v � OF f0' 1 "IRON P/PE FOUND'`' 1 \ '-`i- /\ �\ 0 R. 494 / i%B')�----- OOI� 21 22 \J 2 ^ 28 \ \ \% '1%rV 1 / \ \\ / -1 \ d - ` / 24 ' „C ,// \\ ` ` \ ' `` \ /l '\ t` \ ; / \ �`/ `\\ `. �{EX. TRA/LL'F j_4 RvfY �'cT I "44 05' ABODE GRADE --- \ / \ / I / \ -- -NP IMMON AREA---------- JWNHOMES_ _ — - (ES SOY& - --- 558_ 1 \ \\\� \ \ /� - -- L L23T 17 � _ \ ` \ wed E BLOCK ✓iTEAKW000 PHASE 2 r ` \' i\ \ / BL� K ✓�TE41(W000 PHASE �\� > 1��� \ �� \ j� \ v \ =__ __ �� \ OREST LAKES SOUTH., KWOOC� PHAS \ FORES j LAKES SOUTH DB 1642 PG' JB3 \ FOREST `LAKES SDUJH D.B. 1642 PL _-J8-J" ------ - �Z ES I E ,COPES \ I r ZON/N ~RUO jPb4�YNE�O dN/T DEVEiOPME/Vif D.B 1642 PC 383 `, PUD UNIT DEI�E< MENTJ USE.• :SINGLE I"' /LY R£S/DENT/AL'``, rQN/NG•�PUD tRLANNED UNIT DLVEd O� ENT BYNa,' M/L OEN 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 _-----_IN_-----_ 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 WM 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 Q. .4, 01/10/2022 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER C-203 REVISION 1 - 01/10/22 , , I I i , , , I , a i n I I I I I , I I I , i i __________ 266 f00 2669t00 ___ _ %ABLE W Tf1 gHT OF -WAY ASPHALT PO P/BL/C ROAONAY 4 vDoT PR (FO) 0029-002-135 ' A P05Eq EED.; 45 MPH - V, I= _ "GV77ER rn M 15" RCP I uA— ASPfGICT 794/L L7_couER ClII�ER FiaER�e.aRx€R _ _ _ ------- I / IN NN --------------- \ \ ------------------------ �. t— I I I I I 1 I I 1 I 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 _-----_W_-----_ 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 J 0 m r, z EE W W W 10 z W f7 ZjZ(AU 0 Z W W z j W QI.gc9t=oE 2 W Zm J> Z 0 W 0 QDm<<z< zomwzFF 0zW<a 0of Q J W0 U) W Z Z d Q J d Q of J F U W H REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I ... .. ...� 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@Bohlet'Eng.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 ARCHER A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 ZONING- PUD PLANNED UIVIT DEVELOPMENT) USE. S/NGLE FAMILY RESIDENT/AL LANDS N/F WOOD PROPERTY INVESTMENTS,LLC D.B. 3879 PG 380 TMP.• 04600-00-00-028A1 ZONING R7 (IRESTDEA/4L) SE SINGLE FAMILY REST NTIAL LANDS N/F PETER A. ZOUL/S AND THERAPHIA D. B. 650 PG 507 04600-00-00-028AO LANDS N/F FRANCES BREEDEN BR/CKHEAD ANG W/LLARD HOWARD BR/CKHEAD FAMILY TRUST, ET AL W B. 128 PG 719 TMP.- 04600-00-00-028✓0 ZONING R1 (RESIDENTIAL) USE- SINGLE FAMILY RES/DENT/AL LOT 17 BLOCK ✓—TEAKWOOD PHASE F LAKES SOUTH PG 383 / /NG- PUD /PLA NED UNIT DE1T �51NGLE FAM/L Y RES/DENT/AL LOT 18 ` "'" BLOCK I ✓—TEAKWOOD PHAS 2 USE S/NGLE FAM/LYRES/ EN F EST LAKES SOUTH B 1642 PG. 383 ZONING- PU (PLANNED UNIT DELE�O ENT) USE /NGLE FAM/L Y RES/DENT/AL OPME/� 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' r, z EE W W W 10 Z W f7 ZjZ(AU Z W�Ow� 0 Z W W j W ¢I.gc9t=oE x wzm >Z0W0 2<<z< zcnmWz_FI- 0zQQa~O Q J W 0 U) W Z Z d Q > aJ U W H V5 REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I ... .. ...� 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.: 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@BohlerEng.com TH OF O Z V N YA R y .p Lic. No. 0402056625 ��A 01/10/2022 t1�� �`S'S/ONAI.E�G� SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-300 REVISION 1 - 01/10/22 I� 000 000 SEE INSET SHEET C-304 / NZ / / / / �664+ / / GoN�. 663k00 1 ZZ O.B. 4599 PG 4J 10000, / \ A �. / /P/M= /NL79/ 0pPR0� -oD BOTTO =47J 79 1Z / v PROP. FULL MOVEMENT ACCESS I��GR�002�1�5 �, \ ���p29'0 / TEMPORARY C STRIIOPON \ V'( 0 ENTR� /�SEMENT 09 PG 4J 2661ko0 f�o'/ ESPJp01 PR \ � DER COqR / I a O 0 � U 25,,R 2660t a N / PROP."KEEP i / �Op RIGHT" SIGN (R4-7) \' / W / BOX / G 3 R / PROP ADA RAMP .,e .v STM P�CN /BF 1��J / °O� pQ' oNX ` .PROP. "STOP" SIGN (TYP.) 11co" 10� / 0H (7 In o / � .�/O0� AvIz //'' PROP. A8r1 # CURB Qg - oer / L1 01 00�.1 �Po �00 0� Oo�-� .` NEAOSTONE EVol 0 PROP. RETAINING R/E—mP ON` 7 WALL MAX H: 6 7 � coti 11,5405TONES / �HEAOSTONE o PROP. FENCE v PROP. O oo� FENCE \ S0 \Zc \ �o PC � eo9 PEDESTRIAN � CONNECTION TO 20 I, S6, CEMETERY 'p gym. \ PROP. STAIRS MATC H L I N E— SHEET C-302 r to� / CG-6 CURB /oo PRESERVED SLOPE DISTURBANCE 185 SQ. FT. / PROP. SITE LIGHT '-Irrn (TYP.) PROP. RETAIN WALL MAX H / / 3gR srM� o ° / -10 / PROP. CG-6 CURB 2Q 9 10 /� \ti 0.6 9 L 8 2� BUILDING 4 FIFE = 490.25 116 :. �� 2,800 SF PLAZA PROP. ADA PARKING AND "ADA" SIGN (TYP.) .:. S- PROP ADA RAM - CG-12 (TYP.) BUILDING 3 FIFE = 490.25 �.0 Q PRESERVED SLOPE DISTURBANCE: 180 SQ. FT. (TO BE FIELD VERIFIED) i /"e S4".— J \ N � \ �o O \\ \\ \ LANDS N/F WOOD PROPERTY INVESTMENTS, L 3878 PG 380 TMP. 4600-00-00-028A 1 RI (RESIDENTIAL) USE. FAMIL Y RESIDENT6 \ o, \ G \ MINING \\ R 6' STM \ -P4 \ \ I \ � M \ \ 0STM \ \ A-23 \ -. I RE AN •\ OOOO \\ \ A-80 a �` 000000000 PR ST ET PROP. ROLL TOP CURB O 0 ^ ^ ^ ^ ^ n O O `1. NAM GIN AT FIRE ACCES \ PROP. ROLL TOP CURB0000000000..^ AT FIRE ACCES) 000 \ ^^ 0 0 0 0 0 0 LINE — SHEET 163.05 9 PROP ADA RAMP 5F pY\ti PQ�P a: 5F` �sR se �� PROP. WALL .GUARDRAIL O O o 0 0 C PROP. GRASS PAVER FIRE ACCESS 000000� � \ 0 0 0 0 0 0 0 0 OO STM 0 0 0 0 O O O O O O O O O O -600 000 000 PRESERVED SLOPE I®O 000_ DISTURBANCE: 840 SO. F 0 0 . - :c (TO BE FIELD VER FILL) 12 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� UL W ZZF FW zLuLUUU <nW wzW�Wn W CO~ W �, 2WWZ `zU mij aiU)2aQZFQ 00<CLp Bg�a��ooW how of Q OfZU)dQ sa a Q =J J ro O U zx wg H �& � s �a o� REVISIONS REV DATE COMMENT DxECxEDBY 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.: 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@BohlerEng.com TH OF Z V N YA R y .p Lic. No. 0402056625 �0 .4, 01/10/2022 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� °O> / PROP. TRASH t CONTAINER �m OR PROP. RETAINING WALL MAX H:6' / \` s. / 5'R / oo> PROP. N / rn 0.5 R "STOP" SIGN \ OR SITE LIGHT (TYP.) o j 5 / ST 5''R s. TM d�A1 I I h PROP ADA RAMP > ro CG-12 (TYP.) AN A-50 / UT/L/TY PROP.jI . COVER "„ a o CGA CURB / m I COB p _ r 24' - - 18 18, - - 24 cn cn in A 0 0 f' I III J- S 5.5',3.5' o AAt / \ pl 13,700 SF AL _ 1 • 1 205 ` owl RECREATIONAL AREA � ^` / Iil a (TO BE FINALIZED AND DESIGNED > STOP" SIGN / o BY LANDSCAPE ARCHITECT) 3' A'R / 9' h PROP 9 �(TYa.) "STOP" SIGN II PROP. IRS (TYP) I / I I 6 w STM 6 STM I C-20 24' C-21 PROP. TURN LANE p I I ° PROP' , / PROP STREET '°° ' - - - I I IGN w NAME SIGN 26' FUTURE PROP. RIGHT OF WAY PROP. STM PROP. "STOP'1S1ca,: �,R PR-KE i w ARCHER AVENUE RIGHT"S (R4-7) CGT'iCURB pRqO. (PRIVATE wl GE A SAN ,stop" SIGN STM `-' 63 SjO�' / -1 A-40 C 30 (TYP.) 2028.3'- o D R 1 'P STM o. J C C 10 RB ry 29' 0 5 HT" IGN 2 715PD ARM5R AVE VUE RE) 0FU PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 FFE = 47.42 FFE=481.17 GFE = 476.75 GFE = 480.50 PRO "KEEP ro ^ - J _ . �•�I �, RIG T" SIGN FFE =476.75 FFE =480.50 GFE =476.08 GFE=479.83 J se' J ` FFE = 476.08 FFE = 479.83 / 110 - GFE =475.42 GFE =479.17 FULL MOVEMENT ACCESS a / -n FFE =479.17 'il FFE = 475.42 L/ I II (rl I GFE = 474.75 GFE = 478.50 FFE = 474FFE=478.50 -.I. .75 GFE = 474.08 GFE = 477.83 0 FFE = 474.08 FFE = 477.83 GFE =473.42 GFE=477.17 1 ' Z ■ 10' 24' 23' STM L STM FFE - 473 D-21 FFE - 477.17 � 42 p - G r STM sl o: ov � G-F 00 SF P GFE = 472 1 1 1 GFE = 476.50 SEE INSET THIS STM � X-F INV-- FY 1 I` PROP ADA F CG-12 70, 5 \\ PROP. 11) AND"AD I / b/ / �GE CURB / EX. 20S4N ESWT EX B' SANITARY / y0 EX WH APPROX LOCA17ON PER AS -BUILT PROAVEO BY ROUDABUSII, OWE & ASSOC, INC TITLED- ASHL4ND TOWNHOUSES AS BUILT WATER < LINE AND SANITARY SEWER" tih� GATED 10129119,94 FEW5E,9 0110911995 l O M U �s0+� i•sv'V•�� • U 1 FE = 481.42 5< FE = 480.75 L FFE = 480.75 GFE = 480.08 D FFE = 480.08 GFE = 479.42 FFE = 479.42 GFE = 478.75 FFE = 478.75 1 ' 1 GFE = 478.08 23' 24' 23' PARK ` 1 i / (TO BE FIN NO DESIGNED f1 STM 7 , STM p ) I BY LAND F 10 RCS STM STM 30 I o D_10 D-20 A n O O D o .•_ �9• I - I I STM 'S) l PROP. I X F 1; P I P 4 ASAN 30 ll TO' 20' (;=f6EtlR8- STM I T jCWE INLET MPS Q f (TYP.) y RI0=46562 - I - - - ---- 40 ''�U - --- 0p0-voo\ 1' •+-1 - / OD / 0�/ 0 20' REAR BUILDING SETBACK - -_ I SAN / 0 �00I , _- - OO1�00 001 A-20 333))) I Q 0- o EX. BERM TO REMAIN 0 \ FENCE CORNER \ a SAN_ ON LINE B" WOOD FENCE \ FFE = 478.08 GFE = 477.42 FFE = 477.42 GFE = 476.75 HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY MANAGED SLOPES TO REMAIN 4LB' WOOD FE /EX. 8' 54N STUB / PER COUNTY MAPS/ TO EXISTING MANHOLE STANDARD DUTY ASPHALT PAVEMENT o 8° CONCRETE PAVEMENT PAVER PAVEMENT MILL AND OVERLAY 30 15 7.5 0 30 1 "= 30' $a LU W a8 W W Z F 0_ W 9 W z mwIc)L C7?wwcn>W $� F W Q 2.W Z o >zw.�o v)Z)2<in aW Z (n m W Z F H how of 0 < z _j00Z)D'z Q O Z U) d Q sa o Q af J ro U ~ �_ O zm LU v7 s �a o� REVISIONS REV DATE COMMENT CNECI(ED BY 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 BOHLERI 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.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 PEDESTRIAN 5 12 �,,�✓ .%� MATCHLINE - SHEET C-301 CONNECTION TO ®O O O O PRESERVED SLOPE R DISTURBANCE : 840 S0. F CEMETERY - .� ' '� ' 0 0 r'- (TO BE FIELD VE FIED) 2,800 SF PLAZA y 5AN STM 0 p d o 5° 1a ,ram ✓� 15'R 5R r / POTENTIALBUSSTOP) 4\p SP J T5� PROP. ADA PARKING 9 h LOCATION J - : , \ , •° AND"ADA"SIGN STM g 6 J�j gM a N 9 A iti -63. PROP ADA RAMP - cG-12 (TYP.) C 10,000 SF PLAZA P J J 28 Q a / / a >• -. STM 4 / STM . ' c•r 6.3 9 / e AN / A-s0 �' J' - \ '9 7 10 CROP. - p 20 /CG-6CURB BUILDING 1B / + FIFE= 487.50 s ryoyQ\ � 1� - BUILDING 2 1 FIFE = 487.50 y 26 tih39 � . / J6 ST a BUILDING 1A N / FIFE = 487.50 J -D -:. j5]fi --\ Q .•STM J , J STM ROP. + •PROP.R AINING WALL , t CG-6CURB\ .DESIGNS BY OTHER J. is ,• J • ♦ Nf e9•i♦ •i f •P f •ie •t •fi��♦fig°ff,iA ' r4�!°i♦rair iiq•i siiPifi rimA,°�iA � " f •iefi�ilP•VSa iPw�°iii r1•f♦° f♦,°iR•i «iys w�•iP°sill Afs iAr ♦iAf •i r ° y � - „ ♦fii�i �s�i • •io♦,E•iffii aiss�iiAfi•1'' siis�is�iii°irii�•+' fieiffiie' Qf♦p•if♦,ii♦ if••J•if ,1p]1�1 a • ° miff♦.ids Ij lj 14111111i�e:-•ir•A-• •i•, •ii•-f°'-if f •i>♦,ir : - I I ♦°es fe,Nif ♦ri�1�fw•°i° oi♦ � ���° • I I I '° i�°ie�iii°sei°i Af •iAff,tAf �i♦ qs��°qe rt f,iA1 1\ .� •ir • II I I /•if♦� %ii°�°♦°i' I 1 I \1�" psi+ G:C•i%:,a•;'�s, =t:°:,•i;i>� i%i �iie?j tfe,/Af •i a f , ` L•o mmm. iiiof�i�YriiiC°•ieAi°il �,r�s� wi �y %i �� , �\\\\\\\\ .�\\\ orrimoVifsirCf♦ii;°ii.�oii!•A>•°q♦fii;iiii;°iii°�S�iiiw;�i%i•�,.�;ii�ii i%ii�VrV�{i�fyl2iiaf`♦ii�. ejif rpe.Ly♦•iicrEloo�iy%i�.i�►ri,�q, •yf��°if�°•yi��°, rSiriQApc♦�. , \ \\ ".�.APT�O�LFF.`�1���%C:A4'i`0.E4F���'!�!O't'►Zr�k9��Yt�@"Y'" e IIIIIIIIIII_�tt��- •� i� - � - _�- I C` /yO� TRANSITION PROP. 10' CURB TRANSITION CG-6CURB w ARC ER AVENUE N PROP. t - J STM (PAR I VAT E "STOP" SIGN I _ -33 7 STM W 2p. - ?O' type' 28.3' A-31 20' L L STM (TYP.) PROP ADA RAMP FFE=481.42 ,; �.�, FIFE =480.33 FIFE =480.17 70� GFE = 480.75 i`, GFE = 479.67 GFE = 479.50 W 2 t. FIFE = 480.75 FIFE = 479.67 FIFE = 479.50 GFE = 480.08 GFE = 479.00 GFE = 478.83 X rn FIFE = 480.08 FFE = 479.00 FIFE = 478.83 / GFE =479.42 GFE =478.33 GFE =478.17 Uj 1 SF C RECREATION AREA -` (TO BE FINALIZED AND DESIGNED J FIFE = 479.42 BY LANDSCAPE ARCHITECT) FIFE = 478.33 > FIFE = 478.17 5 GFE = 478.75 GFE = 477.67 1 GFE = 477.50 `> FIFE = 478.75 FIFE = 477.67 FIFE = 477.50 rn GFE = 478.08 GFE = 477.00 GFE = 476.83 24' 23' FIFE = 478.08''� =� /?"�� FIFE = 477.00 a GFE = 477.42 (` GFE = 476.33 FIFE = 477.42 GFE = 476.75 STM ®❑ �� 11.10QSE- RECREATION AREA A-31 FINALIZED AND DESIGNED NDSCAPE ARCHITECT) E FIFE = 476.33 GFE = 475.67 A-32 • PROP. 20' REAR BUILDING SETBACK FFE = 476.83 GFE = 476.17 pR 0 28.3' J im FFE = 481.67 GFE = 481.00 FIFE = 481.00 GFE = 480.33 FIFE = 478.33 GFE = 479.67 FIFE = 479.67 GFE = 479.00 FIFE = 479.00 GFE = 478.33 ' FIFE =478.33 GFE = 477.67 1 M \ \ \\ \ LANDS N/F PETER A. ZOUL15 AND THERAPH/A ZOUL/S \\ D. B 650 PG 507 10 TMP.• 04600-00-00-029AO \\ \ ZONING- R1 (RES/DEIVRAL) USE S/NGLE FAM/L Y RES/DENT/AL \\ \ STM , 22 \\ \ t3) \ F p I I� A � STM A-2 I PRO ICG URB 6 'I I 26' 18 I LANDS N/F F1'?A1V= BREEDEN BR/CKHEAD AND W/[LARD HOINARO BR/CKHEAD I I FAM/L )' TRUST, ET AL ��� I INB. 12B PG 719 PROP. "STOP" SIGN (TYP.) II I TMP.- 04600-00-00-028✓0 'ARAMP I I ZONING.- R1 (RESIDENT/ALA ROPDA R )ROP ADA I US S/NGLE FAMIL Y RES/DENT/AL DA e S 10 CG-12 (TYP.) I I 50' ACCESS EASEMENT 163.5' E G°^ % I PROP. SITE LIGHT (TYP.) II NI I m II of m rn I'I I D 6' 18, 24' 18, I I II I II I 23 22 v I II I 24' I I I II I PROP. Q CG-6CURB PROP. 20' X 40' MAINTENANCE J FFE = 476.17 FIFE = 477.67 SHED GFE =475.50 GFE =477.00 p o so ^ I ZI+IYr AA-33 PRDP.GUARDRAIL Q ge' I II PROP. > I 1° CG-6 CURB R 20 • 1� R I T I t (TYP)y J STM STM T I I Tom\ 2 ,- o wit ■ \ - - ■ ------ �-� in --------------5--- PROP 40 YARD DUMPSTER I I ---------' I --���--- STM __- - • f lo, W STM STM G-1p G-20 I 1 IRON PIPE FOUND 05'A90kf GRADE L _ _(jQT -DOT- -QOT _ _ J 1 COMMON AREA ' 4Yo0D FENCE -- 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 JU z E W W W Z F � W Wz�WW� JU FwOf z Lu U)Z)2<<CD Z (n7<QQZ 00<a- Z JU' (/7U) Of az�EL 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.: 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@BohlerEng.com vvv -WOO.Ia WH e.. F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J ■ SHEET TITLE: SITE PLAN SHEET NUMBER: C-303 REVISION 1 - 01/10/22 r 1IL - US. f H RIGHT -OF --WAY 9 PUBLIC ROAOHAY (FO) 0029-002-735 7J� n MARKER FA CURB INLET PER G/S� ASPHALT TRAIL 2663f00 SENT VOLE TRAIL - U. S. RTE. 29 VARIABLE 6VIDTH RIGHT-OF-WAY ASPHALT PAVED PUBLIC ROADWAY PER VBOT PRO✓ (FO) 0029-002-135 ASPHALT TRAIL �. LEFT TURN LANE EXTENSION CURB INLET RLM=47Z76 �%V�-d736 INV 0=47.T 5 26 ASPHALT F FRONT BUILDING SETBACK GRATE INLET RIM=47Z30 901701V=47530 CURB INCL. -P N EX. GRASS MEDIAN LOD LOD LOD - LOD::: LDD�LOD: LOD LOD :LODLQDLbDLDD++�+ ... I TAPER .. .. .. CONC RAMP GRI, R/M=47&36 BOTTOM=47, VAULT PROP. RIGHT TURN LANE 5' FRONT BUILDING SETBACK ZOO YW LOD- HTGy�ayO I I ■�� - C�ER si�NTRRFa a.. 0 HATCH LEGEND PROP BUILDING (SEE ARCH DRAWINGS) FUTURE PROPOSED RIGHT OF WAY PAVER STANDARD DUTY ASPHALT PAVEMENT o CONCRETE - PAVEMENT v v VEGETATIVE BUFFER MANAGED SLOPES PAVEMENT MILL AND OVERLAY J 0 m z z EE W LU W Z W f7 ZjZ(AU 0 Z W W > W Z otc=LOm F W 2 EW Z >Z0LL0 ai022aQZQ Ozw<a20 Q J W 0 U) W Z Z aQ > a < Ir U W H REVISIONS REV DATE COMMENT ' cxECxE er 1 01/10/22 COUNTY COMMENTS MGIPM • I 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 BOHLERP 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 SHEET TITLE: SITE PLAN SHEET NUMBER: C-304 I 30 15 7.5 0 30 O N N W REVISION 1 - 01/10/22 0 \ \\ Sri:' i 1 1 I 1 1`�`\ ;` \` ���` ♦\ 1`` II I II li , 1 I 1 1 \, I, 11 1 \\\11111 ' 1 IIII IIII 1 IIII IIII 111 111 111 111 \ \\♦\III'1 111`. I II 111'� 111. Illi 1� 111 li 1'I 1'1 II Ili 1� 490 480 470 `I o I \ 1 o ` I 9 II � \ I 1 / 11 I,1 1 1, ' ! - `� 11111111 ,1 1, ��II. 11 II 1 \ LU z EE W W W N Z W W0 z�Z2WW �zzWW�OfW J'1111',' I, I, `, 11 �-- '- ; / V\ `� � � ♦ - ---------' % % : - I I „ , 1 ; , \ v/ ? C Q Q Z Q i i 11/ /mij\♦ ' 1 1,1 I I ' ' Z U) _ ♦♦ 11 \ 1\\1 -490 11\\\\♦\. / , 1 / ;- '1'I"'' 11'i 'li' `\ Z -- `:: \ \--------------' A. ♦`\\�\\`\`\�\ ,.' i i'il ii �i ;lii i'ii ` O / ' OL of zW ~mod 111-''`....\\ �IIIN\1`,11♦`� \\\\`� / 11j1j1''''I'"' ' OUP -' / ','/ U ,I IIry I11♦�� %-;I; i; it Iilill iil i/ i ZJ rq�0_ I�JI11A',III `�__ V`♦♦ AAAA 1'II1, Q D�WZ n\`♦\♦-___- 1!i 11'1I;',1 ,I1, i r / tYZ dof • i ` J II I}I ' 11 1' I / ____ u1 --- 1 I I I r1\ 1\1\ \\ - i ' _ 1/ ♦ i\\\\I`\\\I\\\\I \I I_____ / I I I I _ W /-rrNO / co v 1vI 1 _ / 'li'/ �'i'� 'l'/ ' � H J A. - rQ ------ 4B5-�------=.� ----- ------ V ;' `� iiR -483 LOD / lY \ __r:m�____________ ��\ -_-_ _ -/ ___--_ , "` i i 1\ y\� 15+00 x<'<`: Q4 - 41£� ................ _...... _.-.d .: \ - II I11 Ooi- _ ' I -` `---'�----� `` 1 Go \`--- 1`---------- -AN AN \\ ` \ \\\ \ \" \ \\\`\ \\`\`\\ \`\ \`\ \ \ A. A \ \ \ \ `\A \ 111 11 1 i i I j 11\ \`\ ♦`\ I ` ` \ \\\ \\ I 1 1 1 \ A `�_ \♦`\ III. 111 \�` \. \ \ �_ \ I I I I Eft I I I I _ ,"„----- — — — — — — — — ---- — — _ _ —' ———— 680' SIGHT SPEED --DESIGN DISTANCE LEFT IT 45 MPH ED:50 MPH -- ROP.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 TRAIL (RT29)AND ROADA SIGHT DISTANCE SCALE: 1 "= 50' HORIZONTAL 1 "= V VERTICAL 16+00 16-50 17-00 I 1 1 1 1 1 1 II 490 480 470 I 1 I 1 1 1 1 1 I 1 1 1 I I 50 25 12.5 0 50 1 "= 50' REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 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 _ WHAA- F;M%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 , I —/ --- ----- - - - =vu __ _ _ ` ZNS--- -jam--_-`_ _^-------------^---_--___ ---------- - __ i ® 1kJ I•' R � y ---------------- — — ----'--------__-'_ ---- - i--- "Al ------ - \ „ - - -------------- 50 25 12.5 0 50 1 "= 50' I 390 SIGHT DISTANCE RIGHT SPEED LIMIT: 35 MPH G 11 5' SIGHT DISTANCE GHT FIE I ESIGN SPEED: 35 MP SPEED LIMIT: 35 M DESIGN SPEED: 35 N PH EYE PIR mw I - - - - -- - -- - --- ---' -- --- - - - -- 77 \ CRAOE(SR!/EYJ PROP. BADE - - EX. GRADE (G/S) I I I I EX GRAD (SUR�EYJ EX. GRADE G/SJ I I 5a50 6.00 6-,50 7.00 7.50 8.00 8a50 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 J 0 m z EE W W Z W 10 O ZjWZ(AU z 0 W W1n jW 0Q=EWz I.g�o1n > Z 0 W 0 ai022aQZQ 00<CL FH- O'-W< O Q J W 0 U) W Z z as > aJ U W H 1n REVISIONS ' REV DATE I COMMENT CNECI(E er 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.: 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@BohlerEng.com raALTH [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 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 50 25 12.5 0 50 1 "= 50' J 0 m r, Z EE W W W rn Z W O ZjZ(AU LU W H W 0 Z W W j W t=oEZm cI.g9Q 2 W >Z0LU0 ai022aQZQ 00<CL Fof �zW< 0 Rof J W 0 U) W Z Z d Q > a < of U W H REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I ... .. ...� 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 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@BohlerEng.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 ARCHER A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 COMMONWEAL TH OF IORG/NIA O9 2069 PG 665 TiVP. 04695-00-00-00100 ZONING. PUD (PLANNED UNIT OEVELOPMENT� USE VACANT z z 00 01 1! I� / / HEADSTONE, �HEAOSTONES � g 'P , 2-HEADSTONE VS lFzl 35� A� ,0P Iga 4,/ / w "S6 °55'54"W 1026.24' SAN k s11- ASHLAND COMMON AREA ASHLAND TOWNHOME* AN / FOREST LAKES SOUTH 70 gqN D.B 7467 PG 558 -Asi ZONING- PUD (PL4NNED UNIT DEVELOPMENT) o USE SINGLE FAMILY RESIDENTIAL 'L53% // / N tr So P�1 1Rpj6 ° O \ �� o / LANDS N/F WOOD PROPERTY INVE*TMENT*,LLC D.B. 3878 PG 380 TiVP.• 04600-00-00-028A1 ZONING R7 (IRES/DENT/AL) USE SINGLE FAMILY RES/DENT/AL 22 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 ` a z M EE W <3 W W U, Z F � W � iv WW W�LDw� m (D W WU)>Uj W 8N F W Q Ix W Z o J>ZU WUO a )Z)2aQzQ aW 0 2WZFI— how ijz<Q: ~L00 oa UUWa w° J U' U) D_ u) Q a'ZU)0-Q sa J 3- Q > J F o O U zx wg H �& � s Ea o� o< REVISIONS REV DATE COMMENT °�� CNECI(ED BY 1 01/10/22 COUNTY COMMENTS MG/PM r i i Know what's BOW. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. LANDS N/F NOT APPROVED FOR PETER A. ZOUL/* AND THERAPh'IA ZOULI* 3 D.B. 650 PG 507 CONSTRUCTION 16]� - TV - 04600-00-00-028A0 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ZONING R1 RES/DENTLAL) REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION USE SINGLE 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 (nU) ( 0 Cn 0 N O Q�rnni J Wr S65 54'00"W 1025.9T (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 OEVELOPME/v USE. SINGLE FAM/L Y RES/DENT/AL USE SINGLE FAM/LYRES/ ENT/AL BLOCL(I✓-TEAKWOOD PHA* 2 F EST LAKES SOUTH B 1642 PG. 383 ZONING• /0 (PLANNED UNIT DEVELO ENT) USE. /NGLE FAM/LY RES/DENT/AL 60 30 15 0 60 1 "= 60' 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 R1'AN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 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 EE W W W U) Z E- WW W Z W E- 0 W> ozwww>w ZY(7~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 aQ > aJ U W E- U) REVISIONS REV I DATE COMMENT 1 1 01/10/22 1 COUNTY COMMENTS I ...� 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 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 `1111 'l li lil `, �, liilli �i l�l I 11111111''I\`\ illillliii l\ 11111111111\`,1 `111lilllil'lil;;il \ I'll1i 11111 �11 jl llll lj� 1/l�//I'llll'll�lllljll L I II �//l�lll �/ Illll1l jll Il!I�,II ;r;l;u 490 480 470 DATUM ELE\o 460.00 i i / / i LX GRADE / o PRO • A_ EX• 2.71 9 pROp.3A \ PROP. GRADE rn C4 nCO 10+00 10+50 11+00 ASHWOOD BLVD ENTRANCE PROFILE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 490 480 470 490 480 DATUM ELE)v 470.00 � TRAVELWAY A I r i i / EX., —1.597 P'.1.67% p V PROP. GRADE av V�-v 10+00 10+50 11+00 SEMINOLE TRAIL ENTRANCE PROFILE SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL J 0 m r, Z EE W W W rn Z W O ZjZ(AU LU W H W 0 Z W W j W Z otc=LOm F W 2 EW Z J> Z 0 w 0 ai022aQZQ 00<CL Fof �zW< 0 Rof J W 0 U) W Z Z d Q J a Q 0_ J F U W H REVISIONS REV DATE I COMMENT cxEcxE er DATE I COMMENT cxEcxE er 1 01/10/22 1 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. 50 25 12.5 0 50 1"=50' 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 490 1 RST RESIDENCES 480 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 ra-WH [ice F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: ENTRANCE PLAN I AND PROFILES SHEET NUMBER: C-310 REVISION 1 - 01/10/22 1\ LU `\'`\ `\'` `�\`: ��. `. __ / / '--": �✓ is �, \ %: -'= -��` `'` V vj wy Of �/,/,/� Z W W LLI � W I�N Z o) 2 W Q `•• ' I L - H 0 O / , / / r , ---------------- ' 1 --'„ II 1 ` 1 - _ 2y, ,AI -- Vr - •pN pR ----------------% , P gl : ; '= - _ F 0� \\ if I ,j 1IS ------------------------------- ------ �a \ _ - � \ - \ _ - -- REVISIONS _ \ �i ��� 1%:' ,\✓� _� ,'/ .,.:.: �2 _ i r'' ' p� 488 .`G 488.92 �\ \ \`�` ; \\ \ �; \ ` 7d`�-:J�BQ ice' i '� `i' / REV DATE COMMENT oRnwN ev --- - --- ------------- ?;='''% `. G,;; '„', Y w 48q' /kl �- - \!oa €� Qd�00=0Q- $,91 'I CNECIKED BY I 9 0 \ I 8 -_______ ________ /'' " 0 •::�- �' ` ` _ ' i' I' � � � O� " � I"1 _ _ `I �' \ �``\ \� 1 01/10/22 COUNTY COMMENTS MG/PM � ,�10/Y`C`, , fRESID��4LJ RTY --- ---- ---- / / ;%=;-, , ' " '\` - G 490.25 �F.``, rli✓S'�;�/X1' RES'N�IAG� `, - ------ - _- ' "`'I! ` \ ` _ O> �_ / / \ � --__` _-`` \ , `. . +9 ••�: N _-\ G490.25 , 1\ \ , 1 ` \ \ `I ` 1 I 1 . 11 \ \ \ \ , \ \ '' ` `.\ \ . `�-`. \ `` \ i :. � /ti Y rp N b•F��1 '_ � r_ , r. 0 I1 %1 i`I �`\\ \`'\` ``\`. `.` ``i i i \ , 1 \ \ \ \ RIDGE FFE ING 3 49025 - NEAOSTONfS o.g'' sls -62. `� ' ' / / o " Iy I, o �\`\\`\`\\`` \\`\` 1 ( , ; \\\� • HEADSTONE �NON\ \ !� gG 48\9. ' Know what's below. BUILDING 4 F=490.25 Call before o0 dig. -"-"-- % __" pig - \ \ \ \ AYS CALL 11 /; \,, � 's ast.IPsfree IYsthelaw. S97-_________ G 48 7.47 ;` `__'1'SN� _ ```_`` •` \ _ ___\, `__ t�� ,.o P - 487. 0 S. I � � \ `\ �__ \, _ - C MONWEs,IL7�Y OF X�//�G%N� ; '-_-_-__ _- ' o/ 33 �" l 1 qg5 - \ NOT APPROVED FOR `- '14 %Z%Q' d'0�/�•i�'��J/ G•• /6�� /' 'i ( ,'v _ � o j �' t, / \ � � � ' ``/ 4g i/ ' ` 487 4� �` ' 'P `'` `` /'/ , ` T1�P%t4&,5-i/0 -0b-, 00 i I i b o 0.9� _ ___ G 88.59 - // \ A6 71 ajiGP� �� \ _ ' ,` \` ` CONSTRUCTION {�N�T%D ELOPMENT�'I `\ U E IA'✓i�, (�N`� `� `, `\ `\ '``. \\ i O 1 e °� _ - _ ' / 1 `l , 1 UL/S AND THERAPH/A Z _ ---- ` �`\\\ THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY j4 9' \ \ \ _ / �- o b m ' t G G 486.56 I\ \ \� ` REVIEWAND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION q9 -" c s 04600 00-00-028A0 \ \ ' 6 ,\ G 486.18 Q l DOCUMENT UNLESS INDICATED OTHERWISE. - STM / �� 1 �� PROJECT No.: V192076 (RES/DENTIAL) \ DRAWN BY: MEG / PM CHECKED BY: RTY __ � ` 11` ___- _ ` DATE: 09/30/2021 �G� 1\ l ' ' 111 ' q' 'P STM , , `� I `, I, ', '� 1, '� '� `\ \`` / CAD I.D.: GDP-0 ,-' a � /� 1 \\ , \ \\ \ <O,\ I % ' ___--___ ).�' _YT�OQ \ __• \� _ -s / BUILDING 1B 1gR P 'o- ` I`''`'111 ', 1` \ \` \ �: �; PROJECT: � _ FFE = 487.50 '` ` \ \\ \ \\ \ \ . p \ \vL. ' /, I I / ` 48 487.34 SITE PLAN C - \ !1 \ FINAL WILDING 1 1 , I I i / / / \.-\ v \ _ _ , 8. • 'f FFE DI487.5A 1'•Z Z'"- ___,,,.,-___ FOR �\'�.. Nil g, --/_- __♦Opi - % G4 .0 15J6 /a - 1` \\ `Y `` \ \\\� - -64. m _STM �n 1 ` \ _ '" - , ' � '\ o RST RESIDENCES zt -------- 1-----� LOCATION PROPOSED (' i' i i / i / /' - •'` '`I O�'I I 7$� w \` I �S / ' ' / G .18 / 1 p-21 1 --'/ `\ \`\ ?\ cn rn - m ( / % -__ 485 - -_ 01 I - LANDS NIF SEMINOLE TRAIL -' `` �\�' 460 �I I qga gm' . RrI41L'ES'BREZVEN BR/CKHEAD AND AND ASHWOOD BLVD. ' HOdYARO BR/CKHEAD CHARLOTTESVILLE, VA22911 -2 48a 482 F4�L1/LY TRUST, ET AL ALBEMARLE COUNTY, VA p'' O 0.j8 5 v `r ,9"R / 481 482 / r-- _ {i�B,, 128 PG 719 41 P 481 -,TMP. g, 12 FG 71028✓0 Ilk G 480.49 ' G 481.90 I � � �?ON/NG• Rl (RES/DENT/AL) 75.67 480.13 G48 . I USE.•'�INGLE FAMILY RES/DENT/AL B 0 H L E R // \ \ \ p P. - L ' ' ;, ' 1 / I ' -32 - _ N Y 1 C ,'r �Ily\\\ < A $ • 48 480 r \ STM Ili+,\\ `�., 1 r -40 N - ♦ \ 478 _ a19 ___ • 's I 9100 ARBORETUM PKWY, SUITE 360 ' �'/;;,".I ` /�'.+./`'• " FFE=477.42 FFE=481,17 - FFE 48142 '� 480 F FFE 480.33 \ FFE=480.17 - FFE =481.67 �i'' _ I RICHMOND, VIRGINIA23236 -- GFE=480.75 GFE=479.67 , / GFE=479.50-` _ �` - Phone: 804 893-8200 GFE=476.75 < GFE=480.50 '•e / - / _- _ GFE=481.00 , (p (n t � " " liil i, O p1 0. 0.16 < S FFE=476.75 FFE=480.50 9 - z_ ''w FFE=481.00 I I W W W p1 l FFE = 480.75 i FFE = 479.67 FFE = 479.50 `\ ' GFE = 480.08 > GFE = 479.00 ,/ o- - GFE = 478.83 VA@BohlerEng.com GFE=476.08 GFE=479.83 GFE=480.33 ` � N N "A19/ FFE=476.08 FFE=479.83 FFE=480.08 _ ; /, , FFE=479.00 11 FFE=478.83 FFE=478.33 A19_ GFE = 479.17 i GFE = 479.42 i ' h i ;' GFE = 478.33 0. ,' GFE = 478.17 q79 GFE = 479.67 1 � � GFE = 475.42 � - I I m IT1 ' / i I /' �i , - `� FFE=479.67 FFE I ' % % / FFE=478.33 FFE=478.17 FFE FFE ,' r /' , % GFE=477.67 GFE-477.50 ` ff -/ GFE = 474.75 � GFE = 478.50 GFE = 478.75 _ I , I 1 , I - GFE = 479.00 I' 418 PROP. LOCATION OF ENTRANCE TO ---_--`/ / / '11 1`'\'11 I �'il ° i' J - 80 " FFE = 478.50 ,\1 FFE = 478.75 I I '1 FFE = 477.67 ' / 76 FFE = 477.50 \ FFE = 479.00 I �% N YA R y ADJACENT DEVELOPMENT FFE = 474.75 %APPROVED WITH ZMA201500007 j'I'111', I j; `';IIII' b GFE=478.08 GFE 477.00 / _ . GFE=476.83 GFE = 474.08 GFE = 477.83 GFE = 478.33 \ ------------- / ' /,' / / : /� __' i /' 11'''1' �` 1``� f%'% q�2 -- j FFE=478.08 `' P - FFE=477.00 ; ; < ' 9j> I .0 Lic. No. 0402056625 1, / `, � FFE 476 83 FFE 478 33 1 I _ __---- / r ,, - 'Il,li J I %!'I%I HATCH LEGEND --- - _ __ __ FFE 47442 FFE 477.83 , GFE=477.42 '1 _ GFE=476.33 ' ` 41 11 - ` FFE = 473.42 " \ /' /' / : '--` : � % III I - - - GFE 47617 /. GFE 47342 \ GFE 47767 1 STM STM GFE 47717 --------"----' , /'/ - ' \ I I , ' �: � I � 1 ' i � �\ G-G p0 ' FFE = 477.17 i l FFE - 477.42 - - ' '• - , '' ' FFE - 476.33 � / r l v) � \ `` `\\ " � FFE-476.17 �� FFE=477.67 ` a ---"-" / ; M - GFE = 476.75 -` GFE = 475.67 ' % s ` , ' %'_" 1-, 18" FE = 472.75 GFE = 476.50 I I , r / pj GFE = 475.50 GFE = 477.00 \ v \ I -_-- F-10 TM S MANAGED SLOPES ONA1. -------"____%\ rno\` `T Iq`\ I I � PRESERVED SLOPES SHEET TITLE: -';= ;--' - I , ( ^\ I i ' ' • PRESERVED SLOPE DISTURBANCE - "" / % %-- ' ' ' ' ` " : 1 �I \ •• ` - - -`` y' •I•"• 4 TM 4 _ II ONLY IN AREAS FOUND TO BE LESS -/%j-T 475 80 46�:. 00, 47�.4 47i\ q OVERALL 473 -�, 475 480 477 72 3 7p - 4T qj1 ($TREE WITH DATA FROM A FIELD RUN SURVEY 480 4 - 482 0p1 468 I O 485 GRADING ' b 1"IRON P/PE FOUND PLAN �o i ' i / _ _ - ' : j - I i i i 1 1 • / -\ - �: ' ' /' �+`�er� 484 '-'� 485 -" `\ `� \ \ `I `\ `\ '1 I / i-� 449 �� q60 ��OO 0 J 0.5' A80VE �iR/iOf - _ _/ 1I'II, - %i \\`,`,(; LOTi7 _ i /,,' , ! I I li lI, , % / i '1„ ©_ D _ -- _ \ I'�' ( ) �` e.� t�-Y,EP BLOCK ✓-TEAKWOOD PHASE 2 SHEET NUMBER: W 4 _ ° I I �' _ � � SON 60 55 54" 1026 �` �� 1 F�h?�57.` F LAKES SOUTH C / 70- irouo FENCE ; / ' ` i6z?; �8x. ` D. 42 PG. 383 / \ •�% i �______=-=�,�r/Pe �.\ ` __ _-�--'Fi�Jf`_(.r.111 �l� ., /; ',-, , . . \ . C 400 1 I I %/ '% `(%fl ,(Pb�(iVNL `` % ZYIN/NG. PUD (NED UNIT DEVELOPMENT ,' �tlN/7OPMENT \ 60 30 15 0 60 % ; \ USE; S/c�/�Yf FI;fS(07VT/AL LOT 18 USE.• SINGLE FAMILY RES/ ENT/AL (PLANN�D�N�ELbPMENT� / % I J BLOCKI✓-TEAKWOOD PHAS 2 p -- "_' USE, �7NG�� FAMfLi``RESIDSN,II / I',� ,'`:, F(14F.ST /AKF.S .SOUTH / 1"=60' REVISION 1 - 01/10/22 IN --- - -- I ------ ; 1 ` I = -IN _ / 1` 00 IN IN IN `1 I IN \' `\'`, %'56 `, -- - 1 \;`i\ SEE INSET iHEETN IN I` 96 I \\"1, IN OI rooIN- ------------ , of , _ � I I _ `` ,., Q��G ''�"' � ,-' .) /1 , / 4TEMRORARy`L7JNS'TR(%CIION / 0-° '/-i - I--, ` ` VTR A8VT \ \ i 00 D 89 BP,'�1.t ,�"1A5 1p6 -IN\ \ , IN TC 481.60 60k-------------- 0 70. 00 cr I1 ✓ G 487.55 I "l- I I 1 I 1 1 ,0 40 6�-per mo -CI as TC 489.55 / --- ----------- _ HP 96, , r TC TC 489.84 4 '--sry - ,I m HP -TC 489.40 Pp \ 9 v v 489 00�51 �t p_-----"I RIDGE �5 02g/ s - TC 489.90 / POI �� TWII 0 03, E�1 p BW ass.o0 _ 1 _ j1� ; , APPROX. LOC: PROP. RETAINING OF PEPCO EASEMENT P _ - WALL MAX H: 6'.. ---- I' 08 466 PG 491 (J-9uJ TW50 2.20 ' ( ; 194178 ` � �`� ------ - _______ - p; S6z. IN, ,I '`I , \`�- \;\\ TW 502.904906 8W 498.20 10 Gi' gT4FFdf, , I , �50J----------- ----------" a3029F-___ l 1 I i 9910 15 IIS02-_-_ 00\ / _____ _ _ G±467.00 `., � p -- -----` ---- -- TW498.00 r -------------"-"--"---"------- J „G W a92.00 \ '�� __ =xG TC 490.40 ---- o--- J / \ \ / bg, $68T----------- - _P� tJ �500 ----- >1 -- - �\`��_� :;t=;'''�_ \o� ���0, \�. b� -\ .,TW 498.00 BW 498.00 - ____ \ TIC , I _ --- i MATC H L I N E - SHEET C-402 _____ __ TQ499.30 . -`` �x k i i1 HP-TC 490.44 O PROP. STM�- --'" p grow rr BUILDING 4 FIFE = 490.25 G 490.25 (TYP.) TC 489.90 - \ I I , , 1 \ G 490.25 \ PROP. ADA PA AND "ADA" SIGN BUILDING 3 FFE = 490.25 1 1 1 1 1 11 I ' � , I TC 490.53 488 ' ' I I ' aI 7- G 487.83 G 487.47 ' .490.25 / ,,- /-- C G 487.40 F� `� 5 86.62 G 486.'. 487 TC 488.4 1 ^ \ /i >\ 1 gw i / ' __ --------------IN IN 500 IN \,IN IN 11. O\ . \ ..\\` `\--------. \ ` `I \. ------- -- - ------------ ------------------ ---------------- RETAIN ING MAX H: 2' \`` \ `�`�`\ �`� `\ ` `\`�\�```�` \ 00 IN 4IN Y ` < p rc 4so.ao �� �`, RT` tlRE.S'/P�NTiS,4L TC 490.06 DOE HP-TC 490.17 ` ` \ ATCHLINE - SHEET I I\ it(= Ov D LbPP, 1� `, �I R8p NC 'i1H0SQ.FT.; ODD 1 1 1 (L - TC 482.95 , ' I 1 I 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 TC 483.73 � I / I !_ _--- TQ 464.96 c=ads \\1\\\\\\` 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' z a W W W Z F 0 WWSW J�U C7?ww� j U)Z)2 <Z mim��aQz 00QQQ� z J�U) Of J O ILL z d 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.: 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 Trill OF Z V N YA R y .p C. ND. 0402056625 01/10/2022 IONAL ECG SHEET TITLE: GRADING PLAN SHEET NUMBER: C-401 REVISION 1 - 01/10/22 00 '; k 1 \ 1 1 / APPLICANT TO CLOSE EXISTING MEDIAN BREAK 0 \ ` ° U PROP. TRN LANE \ ♦ `` 1 ' I I I ' 1 IIIII ♦ \ \ `_ •` 1 _ ___ ♦`1 ` � I ♦ \ 1 1 1 I 1 1 \ II II ` ` \ 1 \ \ ° I 1 1 1 I I 17 1 1 \ II II ` ` \ \ �:Y� \ -♦ ♦ ; \J / 1 ; I i 1 II III \ \ ♦ ` ` � ___ / ;1 / ; I \ III II II. ` ♦ \ ` `, \, FUTURE PROP. RIGHT OF WAY i TC 467.30 �\ �` - -____ ,1111111 III ` ♦ \ \ \ , , _ :_� 'F,\4 __,.11 '; II III ` ` ♦ \ \ , \ 0 t�TC 467.15 � J11 IIII, \ \ \ ♦ ` M /' ' �; ; ;; IIIII \ ♦ \ `, \\, \ \\ , � c \ \ gir It ' ♦ 1 1'11 ',I 11 ` 1 / PROP. LOCATION OF ENTRANCE TO 1',' 1 1 \ , I \I ; 11` \ 1, -_'J/ ,-' ADJACENT DEVELOPMENT /'APPROVED WITH ZMA201500007 / -- i / I 111 I 'Il I 'Il I II'I' 1 I _____________ - ------------------------------- J / / ------------------- ------------------------ -------------- ______________- " / STM MAMATCHLINE -SHEET I -----------/ 1 1 \ ! 35 �` l l TW 493.75 TC 48' 486.75 C I V D,6 80♦ ` TW 4 BW 486.50 ` PEDESTRIAN C "01 ___ _ 5o/ CONNECTION TO CEMETERY/c J y� OMAN 00000 495 / _4 ITC 489. TC 489.60 3.50 / \ / p lAraJ i- HP-TC 490.00 I I` l- .N, __________-- / \ --__- RETAIN , _____ WALL MAX TIN 488.00 TC 486.50 ------- 490' / \ --' ONWEALT S\o e e C 485 !B. 206.T` '`,`665 C�_,-�5-"T------ 5 =_- 04695-b . O? 00 SO ----------- ----- "" _ _ -- _ _---- --- ----- _ ------- TC 485.10 (PLANNED UM D b1�NI� __ rcae4.00 _ _ __ USE' !/ACANT - ' - _ - - __ 485.69 - / TC 484.30 TC 484.90 OP. ST Fr mo i ' C 485 .20 TIC 483.40 ST 1�2"REBAR FOU- - TC 485.10 02"ABOiE GM _ 484 0 0 c W O o Q 482 1 1 tP C) , G)-'' 7656 DETAILED GRADING C' C'b'� FOR AMENITY AREA G Gf / n ___-- _-TO BE COMPLETED l i '\ `\ x -" --- _ BY LANDSCAPE I \ \ ` ARCHITECT ` ? ? \ TC 482.05 TC 481.85 TC 482.10 W W I I 1 75 i/ l % qg5' 00 TC 481.7 0 6�,` 1 ; TC 481.55 TC 481.60 TC 481.40 480 Ij)^yg,8 a0y\T' c TC 482.35 I I i i / /' TC 481.80 4 -4V J`\ �t``\�,eWt;i\v� �♦' I1 ___ �'r,..�.. STM , 1 1 L ___________, = 1 II i 11 11 M'11 1 i_ iIt--------------- i i 001 I�- % 1 %� -�I ,DETAILI O 1 FACILITI' FOR AN 11' EASEMENT; TO BE( BYLAH17 11 ,11 '1, 1�11111ii__ _ Ill 11, I I I I I 1 1 I \ 1 I VAULT 2: PROP. tI20,000 CIF UNDERGROUND I DETENTION SYSTEM m WITH ISOLATOR ROW , II11 , , I 1 1 \ 0 ', I 18" P- 20' PUBLIC DRAINAGE EASEMENT II �'o II ; I STM I / I XF � 1 I 1 , , I I r I I I I 1 I I G♦i♦ it / I \ I I I �l- I T r I I'I �o t III 14 i N I I I VI j o-1,, ^� TC 475��_J o, G 476.68 A3.75 '- '� ' I /im �i 'AR I N I II II II II II II II II II II II II II II II it II I I I I I I it y INZ,7 U. 62 75I' / V0/ FIFE = 477.42 GFE = 476.75 FIFE = 476.75 GFE = 476.08 FIFE = 476.08 GFE = 475.42 FIFE = 475.42 GFE = 474.75 FIFE = 474.75 GFE = 474.08 FIFE = 474.08 GFE = 473.42 FIFE = 473.42 GFE = 472.75 �l s$'S4"W 1026.24' (1 T.oQi„�- / FIFE = 481.17 GFE = 480.50 FIFE = 480.50 GFE = 479.83 FFE = 479.83 GFE = 479.17 FIFE = 479.17 GFE = 478.50 FIFE = 478.50 GFE = 477.83 FIFE 477.83 GFE = 477.17 FIFE = 477.17 GFE = 476.50 cy) . \1 O 2.3 =" 1.2 G 479.90 AAA = 481.42 G 479.50 G 479.40 fw♦r = 480.75 G 479.20 1 G 479.15 2� A1g = 480.75 G 478.75 = 480.08 30 G 478.80 4IL_- G 478.50 1 G 478.55 2, , p Uj = 480.08 W i 3y G 478.15 ; 4.1°b = 479.42 G 478.0 v� G 477.80 1'► G477.85 2.7% = 478.45 G 477.50 ' = 47.7 3.3 4. % ,/ I G 477.20 1 W G477A5 , = 478.75 Z a G 476.80 = 478.08 3 G 476.80 4'F"1"%- � J G 476.50 G 476.50 T = 478.08 G 476.20 i - 477.42 ; ^�y I 0 G 476.20 1 a 2.7% I G 475.80 G 475.75 477.42 Q= = 476.75 I 5 L STM -30 ROP. ST INLET (TYP.) 32 L------------------------ N 301. 30-1 -- / ;------ l, J OD / - GO 0n \RII TO REMAIN o O WOOD FEN ® o o � p0, EK 20:SAN ESMT EX. B" SANITARY \ EX M// APPROX LOCATION PER AS-BU/CT \ PROP7,90 BY.ROUDABUSH, GAZE & ASSOC, INC TITLED- %MAND TOMNHOUSES AS BUILT X47ER LINE AND SANITARY SEWER" DATED 1012911994 REY/SED 01/09/1995\ HATCH LEGEND MANAGED SLOPES 30 15 7.5 0 30 1 "= 30' O � Z W W r) Z F 0_ W � Wz W'S2wxo (DZW Wrn jW ZrCOt= WpD=z g F W Q 2 W Z U)? 2 Q Q ZQ` Op2LUzof oa�vU�a& JU' Z D_(n Z a 00::)Wz aQ of J O U W b H o REVISIONS DRAI REV DATE COMMENT CxECI 1 01/10/22 COUNTY COMMENTS MG 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 Lic. No. 0402056625 how 01/10/2022 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-402 REVISION 1 - 01/10/22 ATCHLINE - SHEET waau.v / 501 CONNECTION TO CEMETERY 00 \_oee:,d+ 1 3 ` 1 vv va°.uU . , BW 498.00 - - - a+ ---------` \ \ '`. TG TW 499.00 - 496.00 ----____ TC 490.30 - -" TC 488.50 , 97 - °,_TC 490.50 - --------- HP - TC 493. ____196•`_, TC 489.30 PRC TC 489.60 AND" 40 �p:� HP-TC 490.00 TC 488.31 489.00 HP - 1490 `-------- rl BUILDING 1A FIFE = 487.50 Lei Oi •e' {dl .ems ie� 1. ��i�•i%egi••e,�•���, BE COMPLETED LANDSCAPE Q � i86.18 ,BPO' HP -TC 487.63 TM -___! \\ 481 TC .42 too- -PROP. RETAINING WALL DESIGNED BY OTHERS BUILDING 1B FIFE = 487.50 20P`STM 487 E� C-40127 - � \ P RVEDSLJWQ I �__---------� FT. HP-TC 87.10 \\ 1 , ` 1 ' 1 1 I ' I ' 1 \, 1 I , , 1 1 I 1 1 r PROP. $TM INLET , r , r I TC 485.06 BUILDING 2 I / FIFE = 487.50 I I , J 1 I / 1 I , , I , , I I I , 1 / 1 f rD? A.II L �N �i /E aRs/d`,zo�c�cS B. 165O9 `1507 ?M df61 c000-dq 028AQ\` �Y7\U�LE )1/4* \RE`VZD MI/AL \ `, ------------ 1 1 1 I 1 , I ' 1 1 , -- `` ------------------ . 1 1 --__ ------ \. ----- I r I \ I ROP. STM MH (TYP.) r HP-TC483.02<t .':' 481, ' ; �G TM \ TC 479.19 _ 1 80 478.90 4 ST TC 482.06 1 - '• % ' '� .. - __ I ,% "'• / , v ' � ' ' ~' � NAO --- \ ` •_ \ --'-- - ``'`_ � rr> TC 480.40 , � TC 482.00 ---- WK AN It s„ 2.1 6% y/ s ' FIFE = 481.42 � „" ., 480 / FIFE = 480.33 � ^^�`� G 478.85 FIFE = 480.17 � -- FIFE = 481.67 0 I GFE = 480.75 / GFE = 479.67 - GFE = 479.50 0.a 0 i , G478.60 _ GFE II II II ; p � G480.15 I II II II II I II II II II II II = 4% z �• p,3/k 5 i 01 ,►` G 479.80 FIFE = 480.75 FIFE = 479.67 FIFE _ 479.50 FIFE = 481.00 GFE = 480.08 GFE = 479.00 5 GFE = 478.83 GFE = 480.33 pp% II II II II A IIII II II II II II ` G 479.50 II ,G477.80 I] 2.6 , /' / 1', i ', i'A1°' / %'~:>..' 6 , G 477.40 1.5% \ �% ' G 479.20 FFE=480.08 % % ,` ' 1 ' % FFE=479.00"^ 0 1,1:"''^ ;� , / , 1 1 , ;' 6 - FFE=478.83 9 GFE = 479.42 D< ` -_ FIFE = 478.67 41 ` II ."�; /� /: `, I • f.. / GFE = 478.33 4'(t GFE = 478.17 47 GFE = 479.67 4`9 G476.95 \ ] DETAILED GRADING FOR AMENITY AREA � ., G760 TO BE COMPLETED G476.70 ' FIFE = 479.42 FFE = 478.33 � 'S % FIFE = 478.17BY LANDSCAPE \` FIFE = 479.67 GFE = 478.75 ARCHITECT GFE = 477.67 GFE 4 %G45 GFE = 479.00 \ G5 478.5`0' II IIII II IIII II II a G`47p8.20 II vim° II II II II II I 0 1 e ' ' ', G 475.95 % I I FFE = 477.67' G 475.90 , ,\-- 1 �`, � G477.80 II II II I II II I FIFE = 478.75 ; , FFE = 477.50 ` II II II II II I i FIFE = 479.00 _ GFE = 477.00 GFE = 476.83 GFE = 478.33 II 0 GFE = 478.08 � I � - ' ` G 477.50 I I I I 1 0 T''�-'4�1°�_�� - I 0 , �'�. ` , r : � ' • ,: • � �, �, 1, 1 ' "~x ', , / G 475.50 .6% , � •�. .• I I , 1. 5% `< G 477 20 I I I I I I I I I I I FIFE = 478.08 ? , ` ••••'` �` - '1 FFE = 477.00 / ,' G 475.60;^r'r FFE = 476.83 '0 GFE = 477.42 '- ', \ \ �` \ \ GFE = 476.33 ' ' G 475.10 FIFE = 478.33 I 'I 1 , \ , , / , GFE = 476.17 ` \ \ GFE = 477.67 1 t.. ` �, \ ` `� 1 ` r ,'3.7 �1.22% \ 2 G476.80 II it �� IL- IL-Jl 97o�,-- i:nn� ' •�i < ' '\. `a., 1 ', G47650 I FFE=477.42 , 1r, FFE=476.17 \� 0.7% II ii 7C 471L50 FIFE = 476.33 ; G 474.75 : b^^-► ` ' ' ^ ' GFE = 475.67 ' % / ` ff�s �` FIFE = 477.67 1 GFE = 476.75 ,' 1 -:l , , , , GFE = 475.50 GFE = 477.00 .1 l ST INLET (TYP.) I , I rn \ \ 1 \ , \ \ \ r h \ y _ __- ` y \ I TC 474.36 II I S I 1 SSi I S 1 .. - ® ... I S' ' S ., .?.. • ,i I B-30 , I r PROP. RETAI IIJ ALL6 1 h 1 ' \ '1 �,..: •�... , L� :�:. 1 I I , „ , TC 475.55 I I - �, r--;` _�.;• ..:��'•p<',.:-..t... �.,,';..'T - �_, �- a r .-1'� L.` - 1.�-- -• 'j8"ktCP, 1 , , /TW 470.42 „RCP ® � ' II 5 ' r.. � :". L' , �, , v..^•, -. .,. .`ai'+Q 6' I ` i I I i 47q 47 ' ` ' � 477 1 , � • 474 ' , , , , , - 474 473 7 . . 480 1480 I '` ,1 �pp1 UU1 r IF 471 472 454 450 - ' < \ ', `` \ 'I i \ 465 BW 450.38 It 1�I10 l20' PUBLIC DRAINAGE EASEMENT S 1025 I I TC 482.57 ' , o i ==11 I I I I of m c I II p I I o II i7 N i I I I I I , � I 1 III I I VAULT 1: PROP. ±80,000 CF II UNDERGROUND I ; �I DETENTION SYSTEM WITH ISOLATOR ROW �\ I I 10' SWIM FACILITY� 1 EASEMENT 11 , PROP. 20' X 40' MAINTENANCE SHED I \ I I \` I 3 II \ I - ,4 RD DUMPSTER �\ 0.5' A 00�RAGE 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' is Z 8 w a8 W W U) Z F O W � iy Wz W1�w1m �zWW�2,WB� Z 5� CO H ow of U, g F W Q 2 W Z o >zIIX a33o U)Z)2aQzQ O2Wzp: ApH 0 Q of U 2 a �o J X D_ < w Q 0 z- d Z sa o Q of J ro O zm UJ �a o� REVISIONS REV DATE COMMENT CxECxl 1 01/10/22 COUNTY COMMENTS MG/I 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 W 0 .4, 01/10/2022 SHEET TITLE: GRADING PLAN SHEET NUMBER: C-403 REVISION 1 - 01/10/22 I I ' , I ' 1 , I 1 I 1 I , , 1 , , 1 , , I I , , I C�. ASPHA\ cp Lij (n \ W 1 - __of LU _ I \ , i /I///`C�#J=`�`lI♦♦-- \ ``.'��``__�\``_� `------ - ____ -__ —�--__��_------_-------------------------------------------------------- I I I I'I 1 �'/ „,\`. _ 1 \' 1 1 ; \ V Z Z U pp -- --_- ____\_ - _______________________________________________________________-__�„ li' '-`----�`` :", - \`1'i `'i ' '1 'i , '� Z W F W � w ` _ — — `` _ w I I \ !/4R/ABLE-W/OTH R/GHT-OF-DYAY, -----� \ --- -_-__` — = - ____ - ____-__ __-' -______— _— —— — -- —--------- -_— — _ -- %;;1 y I I 1 ---_--- I 1 1 w U U rr a y \ _____________________________________ _ I 1 CURB /NLET PER G/S ' PUBL/C ROADWAY `,, ---_ �'---_------------- - _ — —-'------------------------ ---------------- ; ______ --- -- I ASPHALT PAV£0 \ --- -----------------_- _-_-------------------------------- -----------------_-_-- \_ - --- --- ------- \ \ Z -- `- - ---------- - EURp/LIr�E]-P-O/9 _-_ - __ _ ____________ ---__ _--_------___--�I4 i i//' ``\``\ ____ "-_-___----__- ��.!,,1� ,i —�\� Z } (9 ~ g I_ _ _ _______________ _ __ _ -`- _____ __ ------------ J>ZU Jc40 Z U W Z - How /-T---------- - o Q of v a w --------- ¢ o Q o _ Q JU�D �Z a& 0 a� i' rCY .. -----i T ' - J_ 0_ Z d io B7- — J � ' U H ----�� - - =m ... — — -- .......... LO \ ' i 'i - H & -.-.-.:-...._. ..... ._..,.......__--- .y:-� BBS _ o LOD ODI \ I ( ' 2859f00 2880f00 2881,�00'1 -- ---766 2G58t / ........ — �L — — — f--------- - a ----' --- ' - 09� - ________ b� , LOD— — ' — _ I__ ` in� LOD �LD� V _____ - ,------------ i�oe LC ---- _ -cam, T��7 ' — - \ — -------------- ----- - --- — — —-------------- — - - - ----- — - --� 1 00 0 --------------------------------------------- ---------_------------------- ____ __ F W _ T 0 �1- - ----- ---- -- ---- I S 0 PUBL/C ROADWAY , lr-_------ --------- ---- -- _ _ CUR®,/NLET `\' _ ___-_-_-_—__-_-_- ------------ _ -_--__—__=------__= -- __ _--- __--------------- `--- -- - I LT P A PHA =4F77B '99 �k ` yjl '\,`,— __________ _ --_ ( - -- 1 _ ♦ ... ..... :<...... .., ----_- -. '-Tc REVISIONS /NVB 473.E .. LOD. .... LOD .Lt1D4;4- GOD........ r LOD.- -.-COD C©D ...LOD .-. LOD LIID ++LOD-- LOD tiOD"` LOD��. �:LOD LOD ��LOD C00 4 1 1 mMG/PM .... .... .... _-__-__ _ - REV DATE COMMENT CNEC¢EDBY \` � lC � :...—lC � — __�'_� � � � �' _____ � .82 `\ ?� - 1 01/10/22 COUNTY COMMENTS RTY --------__________M dax—x x o M w --- --- ----- - PROP. HTTURN LANE EXTENSION LOD N�9O - _ ----------- ---------------- ---- - _ -- - -- -- - / _ \�_____ _ ______________ 11 _ _ __ 485 __- \"—_____ _ - - �a 487 %/ O - "':-_-- _ �- o / 489 489 82 , ♦� ,`, \ , r 1.------------------------------"--------_ ` `.\ `, / / ' ' ,�Ol l—00T-'-48 0 -a09� 5'FRONT BUILDING SETBACK�� r 1 _ _ / i -- -- \}�\�', `, `T[y(yLET/ ' , ' i OOh■'7f■ If I i '� '1 1 `\ \#/�77.i® - GRATfi' /� / i Jg/,d 913� _______ J ________-47 ,\-,`, , " -0 8' rjRY CONSM11070N - ,\,` rn / BOTTCk4r�f�3 ;'l `\ ENTR EASEAfENT `\ - +— , ------------ ON ' `\ VOOj_ , � -(FO) 29 002 135 \ \ �'� _ -`, �`� � I 177- ------------------ - -' --- - ---- _ - - --- - ---- - ��'J , �$'�I�� 6 III,\�\( ' `�:� 495��— I I > / Know what's below. [ I 19J ' Call hetOiP. you dig. --------------------- \\` \, \♦ `,\ `` , ` ' ' 1 , , , 1 1 , ; , , 1 0� 'n/+� `q- , \, O \\ 6, , { , _fgCC_' Z ,- __ V, , , `: 1 1 , , A A 1 1 I I 1 _ / 496 Q - � I I -' _ � i 1 , AI 1, 1 ' 1 I 1 1 ST6. O� I •-. _-__-- 8 I '1 ` `� `� ` , ` 1 __ \ \ \ `, , , I 1 ', 1 ____ ALWAYS CALL 811 / \\ , , \ , ,, `` I I ---_� 1 1 1 ` 1' , , ____-______ Y_. / 1 ' ,OC, s I `O / 494 lC, ' \ , / 1, , i It's fast. It's free. It's the law. , , , ``,` `\\, ©/ -- - if ♦`-...i #______ ___� .•eee 490 If i 1 ♦ , , I 1 U, , - ___ _ _ _ - - 1 �r \ 11 ` I� _ o' `RIDGE HP TC 490.44 HP TIC 489.56 TC 489 �U= , ,,1,,,`\ \ i', � ; AR '�, � �''�� ',, NOT APPROVED FOR \ \\ \I o o - R ys D 489 - _- 1 CONSTRUCTION T / , / ' , ,' `,` ` ♦\ `.� , 1 �/ , \ - , , \'P/O - - - `, (j 4BB,92 TNIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ' , ' / __ ,^♦ ` ♦\```�_\ 1 1 �^"I,� _ a I 1 - \ ` �i . HP-TC 489.40 - ---- \ , \ REVIEW AND DOCUMENT UNLESS IN INTENDEDASWISE. RUCTION 1 1 l , I i , . '' ' i /, - \♦_ _ `.\_\�\` .II % �� / - I ````,`,`^,\\ \' __\_�. DOCUMENT UNLESS INDICATED OTHERWISE. F ECT NO.: V192076 WN BY: MEG/ PM KED BY: RTY : 09/30/2021 .D.:GDP -0 ECT: _------------- ----- ��-- _________________-� ____ - -- \--- --------------- FRONT BUILDING SETBACK 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 _.a WH e.. v R4%N YAUGER .p Lic. No. 0402056625 HATCH LEGEND 1001/10/2022 4�1 MANAGED SLOPES s`S�ONAL F SHEET TITLE: GRADING PLAN SHEET NUMBER: C-404 30 15 7.5 0 30 1^=30' REVISION 1 - 01/10/22 / ARCHER A VENUE (FUTURE) PROP. LOCATION OF ENTRANCE ADJACENT DEVELOPMENT APPROVED WITH ZMA201500007 LANDS N/F COMMONWEALTH OF VIRG/N/A D.B. 2063 PC, 665 TYR- 04695-00-00-OOIDO PUD (PLANNED UNIT DEVELOPMENT) USE- VACANT �l \ SAN A-10 E, O Y�V Zz E i [ STM � -10 u-; STM . .'::' /O0� 80 .if1��:5• � O �.:.' ernn '. APPROX. LOC. f OF kEPCO EASEMENT 06 466 PG 491 (7, / m 5r LANDS N/F WOOD PROPERTY /NVESTMENTS,LLC D.B. 3878 PG 380 TYR- 04600-00-00-028A1 ZONING. Rl ORES/DELI SE. SINGLE FAMIL Y RES/D NT/AL "..•.- •r LANDS N F \ �•'.: ;•-;;::=:'r.. PETER A. ZOUL/S AND THERAPH/A ZO[ 5 � �`- ' �.:'� •' D.B. 650 PG 507 04600-00-00-028AO 0 STM 6 ✓`1:�.•• •%". _'. •:%..a'.:. 1 -s3. s - ;.: ,_ � ,_ "• • .? \ 's \ ZONING.- RI (RES/DENT/AL) USE S/NGL FAM/L Y RES/DENT/AL STM \ \ y�•,�f' STM -50 ,.•a \ A-51 :y STM \ STM .... .:.i - _''!.. .1• STM \ i R A-40 .ri'�sr'•.: �. a{ STM f - ' s A 21 I LANDS N/F AS AND COMMON E4 ND TOWNH ES FOREST LAKES SO D.B. 1467 PG 558 ZONING- PUD (,LANNED UNIT DEVELOPYENT� USE- S/NGLE FAM/L Y RES/DENT/AL J STM II II II G- II =1 I 1 1 " IRON PIPE FOUND �r007� O JI 0.5'ABOW GRADE COMMON AREA LOT 17 LOCK ✓-TEAKWOOD PHASE 2 BLOCK ✓-TEAKWOOD PHASE 2 FOREST LAKES SOUTH FLAKES SOUTH D.B. 1642 PG. 383 Z G (/0 (PLANNED UNIT OEVELOPMENT� D. 1 42 PG. T O / USE- \S/NGLE FAMILY RESIDENTIAL i LOT 18 �N/NG. PUD (PLA NED UNIT OLTVELOPMENTA \ BLOCKI✓-TEAKWOOD \ PHAS 2USE.• SINGLE FAMILY RES/PENT/AL \ FCI4EST LAKES SOUTH / L� 9.. 1642 PG. 383 I FRANCES BREEDEN BR/CKHEAD AND WILLARD HOWARD BR/CKHEAD FAMILY TRUST, ET AL WB. 128 PG 719 TMP.• 04600-00-00-028✓0 ZONING.- R1 (RES/DENT/AL) AUSE. S/NGLE FAY/LY RES/DENT/AL 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 EXIS77NG 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` I,` 1/ 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 (1)-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 F� Ld Wz(W15W zr��o5W ~ W Q 2 W mi �U)m OZQQQF ZJU' rnU)0_ J a-Z d 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.: 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@BohlerEng.com _.a.ALTH e'i F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 SHEET TITLE: OVERALL UTILITY PLAN SHEET NUMBER C-500 REVISION 1 - 01/10/22 NZ / / I I / �' z / / 266 I / SLOPE EASEMENT / OB 4689 PG 43 I / O III 266°� SEE INSET SHEET C-504 I i \c'� I / CURB INLET 807TOY-4737,9 / S N�eJ�V 66 0 ` 15"RCP 0 ` F� © \ I / SO '� TEMPoRWr ChJNSTRUCPON + p Og i R ` ENTRA SEMENT o 3a LU W a� LU UJ r) Z F W w iy W 19 z U,W In C7Z W LLI(D,W $ti o_� g LU FQ= LLIZ o w aiZ) 2a1<0ZQ aW zcn2Wzphow OzWQF~0O &Qm 0J00cDLUz Q �ZU) < sa o Q J ro O z LU m s �a 06 REVISIONS REV DATE COMMENT CxECxeD er 1 01/10/22 COUNTY COMMENTS MG/PM %` HATCH LEGEND / 2 6 / Nm� 6 le/ my�\ � MANAGED SLOPES PRESERVED SLOPES ':44.- / \ (P(RESERVED SLOPE DISTURBANCE SE LESS E PIWITHD DATA FROM A FOUND TOFIELD RUN SURVEY) ' >GO CTTO EX. LOD PROP. 12"X12 "TEE / / \ O / / .;:�0WATERLINE PRESERVED SLOPE DISTURBANCE: / 6ok� / M (3),2"GV ---- G 185 SQ. FT. LO 1 2 50 LOD PROP. RETAINING PRESERVED SLOPES .G PROP."KEEP WALL MAX H: 2' • \ EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE RIGHT" SIGN (R4-7) 1. G / SA/V SANITARY SAN STM PROP. STM INLET (TYP.) \� LABEL # w. STORM ST KnowCall be orebelyou \ Call before you dig. LABEL # W SL SANITARY ALWAYS CALL 811 L TARY SEWER � LATERAL It's fast. It's free. It's the law. too WUNDERGROUND -W- WATER LINE NOT APPROVED FOR 2 // I \\ .•Y°° 5� \ W ND PROPERTY/NESTMENTS,LL0 E ELECTRIC E '^ G�,�o CONSTRUCTION PG JT80 UNDERGROUND I MO.- 469—00-00-028A1 G D THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY ZONI RI (RES/DENT/ALJ GAS LINE REVIEW AND DOCUMENT UNLESS IN INTENDEDCATEOTHERWISE RUCTION •• • ` \ DOCUMENT UNLESS INDICATED OTHERWISE. /GG) I a 4 ° • <OO USE.• FAM/LYRES/DENT/AL Oy OVERHEAD OH PROJECT NO.: V192076 W / ©a: M .� <G OJV�O I \ PROP. ST °r• DRAWN D MEG/PM . p, ,, P/ ;;F•i, I ET (NP.) A 90 , ' • T UNDERGROUND T CHECKED BY: RTY < \ TELEPHONE LINE DATE: 09/30/2021 J _ ° PROP. 12"X6"TEE ,•< / CAD LD.: UTP 0 �. UNDERGROUND C (2)12" GV -: STM CABLE LINE O O (1)6 GV R�'.o <n PROJECT: STORM SEWER Opp I j (TBR) PROP. FIRE• < ` y S SANITARY FINAL 1 / HYDRANT .. <Oo N SEWER MAIN 5 SITE PLAN 10 8/ O STM �Oe HYDRANT FOR US PRESERVED SLOPE MANHOLEDISO (TOT E FIELD VERIFIED FT D STORM / 180 �-� RST RESIDENCES ,Ile X *': ( pQ��O MA HOLE BUILDING 3 1 '\/ 51R�1n0� �j2�3y '� �, AP°\ FFE=490.25 \ WM WATER 0 1 E�Et✓ 29' 5 � 2� � \ •: � O ® METER PROPOSED EO) � �^ � WV WATER LOCATION / ° VALVE • EJp01 P / SEMINOLE TRAIL o PROP. RETAINING GAS � � AND ASHWOOD BLVD. I APPROX. COG: PROP. RETAINING WALL MAX H:6' VALVE o CHARLOTTESVILLE, VA22911 � OF I�EPCO EASEMENT WALL MAX H:6' $ o STM /P- GPI D6 466 PG 491 (m), \ _24 GAS ® ALBEMARLE COUNTY, VA METER O NNN TYPICAL D SECTION OW HEDWALLLOR �O B 0 H L E R I \ BUILDING 4 YARD To 9100 ARBORETUM PKWY, SUITE 360 STM - FFE=490.25 - M , , _ INLET RICHMOND, VIRGINIA23236 \ 0 ® °,:•\ PROP. WATER H Phone: (804) 893-8200 METER ro PROP. RETAINING CURB pd SATM .P o WALL MAX H: 6' INLET VA@BohlerEng.com % > •" # I 0 CLEAN 0 PVC SAN LAT OUT TH OF a ,d .,< •d ,. - \� o O ELECTRIC \ 9' MANHOLE N. � `Ov 6" PVC SAN LAT STM o N PROP. 1: X (2 CROSS A-23 \ 0 ( ( 12" GV •: a. B • / / e O TELEPHONE T y ti \ Rd (2) 6" GV \ : �' e \ MANHOLE N YA R PROP. SAN MH (TYP.) p o Ee ELECTRIC EB .0 Lic. No. 0402056625 Q O o 000 o sox j o < PROP. FIRE O O O O O O O O O o !p rr� \ \ p HYDRANT O O O O O 0 0 0 O 0 O O ELECTRIC 9y d \ Q9 \ OOOOOOOO0000000o EP �� S 00000000000000000 \ PEDESTAL 0 \ \moo 000bU0000000000000000o s`S�ONALEt, < 0000000000000000000 00000000000000 \ SHEET TITLE: Z o ` �s; 1 MONITORING 0 P° ` a \ o q SpO/ STM 0 0 0 0 O o _ PRESERVED SLOPES ONLRIN 000 DISTURBANCE: 840 SQ. FT. rn zo I / (2) i6" GV :�` C SAN LAT ' (TO BE FIELD VERIFIED) TEST j s'.: 4 S / C/ PIT UTILITY PLAN Z • a. S STM ngi UP JO✓97 •+;: # )) \ \ \ SHEET NUMBER: C-501C-5C-503SHEETMATCHLINE \\\ \\\ + .i.'; ..:'~u'.. J.'.��'�.. ••,.. �:� . \ •� \\� \\\ 30 15 7.5 0 30 1"=30' REVISION 1 - 01/10/22 EM:A:T::C::HL1NE —SHEET C-501 ; _---__ so �00 UOJ97 0 0 / !O / O i.. / `00 / APPLICANT TO CLOSE EXISTING MEDIAN BREAK PROP. TURN LANE \ FUTURE PROP. RIGHT OF WAY / / TAINING / I /t Pi s OP. STM INLET (TYP ST HATCH LEGEND / STM MANAGED SLOPES -64. 16, RGP , e� AN PRESERVED SLOPES PRES(ON YEED SLOPE CE W AREAS FOUND TO BE LESS STEEP WITH DATA FROM A FIELD RUN 6" • SAN LAT SURVEY) y " UD / / '-•.a':�` 6"PVC SAN LAT V S PROP. FIRE HYDRANT T �I W / STM 1T C-21 5 -PROP. 12"X6" TEE 1 GV / GV -PROP. (2)l2'X6'1 ROP. 2)12. X 6" TEE — PROP. (2)12" X 6" TEE w (2) 12" GV / ( (2)12" GV (2) T GV (2) 12. GV ■■/^�__ (2) 6" GV (2) 6" GV V I - A, W W W 7 vv- -W W L— PROP. 12"X6" TEE STM p, $12" GV (1)6"GV J T C-30T PROR WATER " PROR WATER r PROP. WATER r METER METER T METER PROP. FIRE :;t. -7) OF.12 a `e: •'Y a HYDRANT o PROP. 11.25° WATER FITTING — N SCT'M .. • I "e l l0 PROP. 'KEEP r' I - Ir`'. >�..�-: .. .... .,.f RIGHT" SIGN o -:: I a ' .: +:. NER � JJ 0 AR� {f�.i( ..JIT.,.•I�A, Iw A N AVgNUE� J I 00/ J• • IP. 14,-. IJI ' . � . Cu (rU I O 10' SWM FACILITY II II 11 II f I' - o EASEMENT II it 11 II I I II II II � �•' 1 j� it II II II I N _ .������� '•. � 1 II II III III II m I I N a. PROP. LOCATION OF ENTRANCE TO ADJACENT DEVELOPMENT III III IIII IIII IIIIj cn < VAULT 2: PROP.t, UNDERGROUND 11 I APPROVED WITH ZMA201500007 I DETENTION SYSTEM �.. WITH ISOLATOR ROW I I II II II II II ...�_. II II II III• _ •. F m+` 1 11 II II II e SD v II II II STM,. . 0 1 I o STM IL I G-D ; 18"jP K I STM l' k 20' PUBLIC DRAINAGE '9 a ® F-10 RC)po EASEMENT c1 STM � STM E p I p_10 D-20 18" RC _ ( 16" RCP o I m ST— _ _ M I I 1 X-F , _ I A 30 PROP. SAN MH (TYP.) 8" DIP SAN INLET S g�S S g S S S S STM , R/0=46562 ®y*— SEE INSET THIS SHEETca E'• 1 },• ` PROP. RE / WALL MAX H:6' / /S EX. 20S4N ESMT�� \ / S rya. APPROX LOCATION PER AS-BU/LT PROAVEO BY ROUDABUSFI, GALE & ASSOC, INC T/TLED' ASHIAND TOWNHOUSES AS DUTLT WATER LINE AND 54N/TARY SEWER" LANDS N/F �. DATED 10/26/1994 RENSED O1/09/1995 COMMONWEALTH VIRGINIA o D.B. 206J P 665 o' MP. 04695-00— 0-00100<xl/v� % PUD (PLANNED UNIT D 1 P USE. VACANT o J 1/2" REB4R FOU o UTILITY - 0 0.2' ABOVE t I O COVER Oo w J o o O y O o .. ° ,. 1 °J O 1 I�00 STM O ` of 1 • .1 C-20 I I 0 ' Q 5 STM PROP. C-01 WATER FITTINGvv— SAN 5 0 PEP HP' IGN I 1 „wl`N C-10 18"RC N m STM INLET (TYP.) PROP. 8" SA — g / 20' REAR BUILDING SETBACK STM SOD — 1 X_Tg :0.:.o °0 1 ASAN�20 / / 007` OOI,OOl ,00 INV N1' I � S / _ 00'\ ' 007 � j 0 ACO4 ASHLANQONNHOMES z Z EE Q LU W W Z WC7�ULDU 111 ~� TO REMAIN (g z W W U) j Fw¢x�W mijU)Z)m< CZD z U) v»2LUZ 47 6' WOOD FEN 00 0 < CIL EX 8` SAN STUB z J 0 U) Z) of PER COUNTY MAP Q 0 U) LU s J W zz a D�35SpN U J O W LU Ci TO EXISTING MANHOLE 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 C UNDERGROUND C CABLE LINE - - - STORM SEWER _ SANITARY S SEWER MAIN HYDRANT SANITARY O MANHOLE STORM i I`OO MANHOLE v , 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 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.: UTR-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 Z V N YA R y ..a Lic. No. 0402056625 01/10/2022 �`S'S/ONA1. ECG SHEET TITLE: UTILITY PLAN SHEET NUMBER C-502 REVISION 1 - 01/10/22 a MATC H L I N E- SHEET C-501 ."OP. 12"X6"T s (W6:: GV .r: '.'.e 8±• CSAN LAT 0 IP P �� / .a. •' AN S/ /STM � � • � �\ •a 6 5'_ •' PROP. 22.5 ° 4_ :' / •.a: rWATER FITTING •. STM 6M j.'r a�j; •-: SS •J \ �s / .. •,� .� •.. J- J1��' STM STM 1 ^ 1 I .tff•pr .. �. ,. DESIGNED.BY OTHER 41i.0 <>•peoplts>eas� � 1 • •lotiititt > ♦l • • ipiai�pii•<opi�t� � f �� f ♦tom •♦ ♦>pA>e�pt>fyte� ' .4�t°f>rtit•� p�Ai oti�•itei4A•i�o at<epKe.' y q>e•Vtff♦VSr ffytf"iV ,.mow♦ptefslAOity ffte`t i�it♦ �titr>ftlt6iOftCt� t .tes��t•�c. c�fip•Off•tit rt♦t0 \ � PROP. .! dis�tiav!=�f 4tts�---tata>I-i1 fpAee't^ 441+I1{{AI tij Qf 9�tefit�te� R+piY•i>itil• �I�Ii�1�Ip•ftt�• is �•� •♦• • p♦>t•�►•ttf ♦ •tf ♦t METER ♦tf t tf�' stf>tOtJ ♦t fep•P>fe. f �f• t Vie>t> mil♦ • f A f ffiffilm>,♦tqe>♦1 vpneypt.f� "���t•>ep-.ts>t �> q> .tcef>.t� PRORRETAININWALLJ'.I ftt♦ifpA ePi>'..otii•Vtt> `�`CO�.�Vt°s :{Aee i1•gA°Irt> cs♦>`�I -DESIGNED BY OTHERS �4�5" ♦ f N>esM .♦teet..> ote A .� ep�iiite�ri�i ��� „S•�sto•:�aat♦ai ..,. .� 'q'ie� qs+' .ft•^f•`p"stifp�t�iti i�J' .o � is iL�gt.♦> �•..w tit ��.tiw�pst"e<' �(\VI �Y1 stet e'r�ettit'of�tittO.te i�oritpitospi�'i�i �t♦:�•�rSip'�itiEi�.tip giitpiY•ii, _-__ __ _ �� ` � ��\�� `\�� �lY ♦ pe •teve9•ea•Vtf:!•VM •Yf A•faapAe>epA> .tf ♦tfftatfO•tte •t ♦ f ct � \ ,, t�t�.yp♦pf�ptf>JftQ.t>.0'fepA>'°Jtt. .tftA'e�Ntf.<♦ptfeeVi�t•�•` � 1�� U\`'\\\ \\\\\\\\\\�,\,`. ..t. , lily. W.,S. F�� =. �� �ga_t 12IM ♦ "♦ ♦ ♦ ♦ ♦ !1 7i I' " � E� air ,.� ® m� �c; / �► , •�v � , m , STM /// D-30 PROP. STM INLET (TYP.) S S S:L-::S "DIPSAN .'•�` �S—S S PROP. 8• 20' REAR BUILDING SETBACK VATE PROP. 45 ° WATER FITTING WATER R PRESERVED SLOPE \- DISTURBANCE: 840 SQ. FT. \ (TO BE FIELD VERIFIED) 1 \ / a. \ i \ •a \ \ \ �4� •'" PROP. STM INLET (TYP. \ STM \A-2 I\ 1 -PROP. 22.5 ° 24" RCP WATER FITTING ROP. 12"X12"TEE �PI?12 (V12"X6"TEE 8"DIPSAN I S S S S S 6 B-20 18" RCP ■ i a � i I I STM I r A-21 I PROP. STM MH (TYP.) I I I I I PROP. 12" IWIL I 0 I 0 24" RCP — I STM I I G -___-- --- - - - - I1 I I I II II II 11 I� II II I� II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II m II II II II II II II II o II II II II II II II II I m I II II II II II II II II o II II II II II II II II z II II II II II II II II I m I II II II II II II II II II II II II II I � II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II I I II II II II II II II II ST II II II II II II II II II II II II II II II II I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I VAULT I: PROP.±BQ000 CF II II II II II II II UNDERGROUND II II II II II II DETENTION SYSTEM II II II II II II WITH ISOLATOR ROW II II II II II II II I 10' SWM FACILITY n u u u II II II II II II II EASEMENT II II II II II II II II I 1 II II II II II II II II 11 � I H II 11 II II II II II II II I II II II II 11 II II II II jl I II II II II II II II II II II II I II II II II II II I TM B-STM S10 G- II II I II I II I I II jl II II II II II II _ STM I I 11 I 11 I rl G 11 11 II 11 11 0l I II I - SIM Od" CP •�,- I -JL- JL- II III 24>�' RCP --ml _ _ 00100, I' IRON PIPE FOUND 0.5'A90W GRADE HATCH LEGEND MANAGED SLOPES PRESERVED SLOPES PRESERVED SLOPE DISTURBANCE (ONLY IN AREAS FOUND TO BE LESS STEEP WITH DATA FROM AFIELD RUN SURVEY) UTILITY LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FSANJ SANITARY SAN LABEL # SIM STORM e LABEL # SL SANITARY SEWER SL LATERAL /y UNDERGROUND W WATER LINE E UNDERGROUND E ELECTRIC LINE �. UNDERGROUND G GAS LINE y 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 B STORM i O\ I 1 MANHOLE � ®M WATER 0 METER WV m WATER • VALVE El 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' LU z Of W W W Z F � W (.9KW U) m��ain OZQOf QQF < Of U) oLU f � az�a J O U W I- 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.: Li PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA BOHLERI 9100 ARBORETUM Pi SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com vvv _ta.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 - 01/10/22 266 -A00 SEMI VOLE TRAIL - U,S. RTE. 29 VARIABLE WIDTH RIGHT--OF—WAY CURB INLET PER G/S ASPHALT PAVED PUBLIC RO PWr 2W. (A'I:':. ...:.:.:::`.::::.:....::. ......... `: .:::i-::::i::::::dGS6#Or7:....:..:::�\�. \... ......................... ......................................................... ... ......:r....'.:r.r: i- - US, f RIGHT—OF—WAY WVC R04014AY C R7Gy�gp s7G'�/NFFa 0672, GL-I ^ -- Z �m < "t Y V i D cn > m _ LOD LOD Lo -PROP. LEFT TURN LANE EXTENSION CURB INLET R1M=47776 A A=4d361 1NV 9=47T 5 S/ZE — UNKNOK'N >5' RCP = / GRATE INLET RIM=47730 901TOM=47530 l 266-J4 f00 26 29 G'OVER OVER �F/B MARKER N27-14'53"E — — �2s.ee'iRs>wl o ■ / 6 FRONT BUILDING SETBACK pcsP s 5p CURB INLET PER G/S f7 Z UJ W W LLI Z W W z1Z 0W� Z zW H C7 W > �WW��W - zr< lwfm EWW 2 W Z cn _ >zU J O ofQ � QZ Q 25260ZnmWZ—H f� O zQ CL _~T�QQO8 VAULT oT � GRATE INLET XNr-,fWo�v RIM=47B36B0TT0M=475.\ Z JOcl)0 � 0_rn 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 H ...................... . ..... nu ou o0 o[r...r. ......_.::::::LOD .. ............ .. ..... ... .. .. ... .......... ............ /p > RCP — — 1 � 1 �\ M M M M M M M! MGM �M M M M M M M C CR OVER I REVISIONS PROP. RIGHT TURN LANE EXTENSION =E g�C—giph�pHp /3RGo72 F/ MARKER Di �C CSC S7GN 'IF GV �72"T cn REV DATE COMMENT CH � c .TRH 1 01/10/22 COUNTY COMMENTS M A FF Obi F FRONT BUILDING SETBACK 1 `OOI----- 001�001�0 TEMTR RARY CONSTRUCTION lu I 1 1 �ENCE EASEMENT 0 f >. � T —ON VOOT3 O �FOJ 0029-35 -y e— = >t >_ >_ = 7 . —�Gq �ON- sYX_y �,p SOH 933 38'48-W Gq 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 266-J4 f00 26 29 G'OVER OVER �F/B MARKER N27-14'53"E — — �2s.ee'iRs>wl o ■ / 6 FRONT BUILDING SETBACK pcsP s 5p CURB INLET PER G/S f7 Z UJ W W LLI Z W W z1Z 0W� Z zW H C7 W > �WW��W - zr< lwfm EWW 2 W Z cn _ >zU J O ofQ � QZ Q 25260ZnmWZ—H f� O zQ CL _~T�QQO8 VAULT oT � GRATE INLET XNr-,fWo�v RIM=47B36B0TT0M=475.\ Z JOcl)0 � 0_rn 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 H ...................... . ..... nu ou o0 o[r...r. ......_.::::::LOD .. ............ .. ..... ... .. .. ... .......... ............ /p > RCP — — 1 � 1 �\ M M M M M M M! MGM �M M M M M M M C CR OVER I REVISIONS PROP. RIGHT TURN LANE EXTENSION =E g�C—giph�pHp /3RGo72 F/ MARKER Di �C CSC S7GN 'IF GV �72"T cn REV DATE COMMENT CH � c .TRH 1 01/10/22 COUNTY COMMENTS M A FF Obi F FRONT BUILDING SETBACK 1 `OOI----- 001�001�0 TEMTR RARY CONSTRUCTION lu I 1 1 �ENCE EASEMENT 0 f >. � T —ON VOOT3 O �FOJ 0029-35 -y e— = >t >_ >_ = 7 . —�Gq �ON- sYX_y �,p SOH 933 38'48-W Gq 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 eL 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. 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@BohlerEng.com .Jmpik.WHAHe.. 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 TREE INVENTORY TABLE N o i N Q ' N C : LEGEND lvvvvvvvvvvvvv\ EXISTING DRIP LINE TO BE REMOVED EXISTING DRIP LINE TO REMAIN CLOD LOD- LIMITS OF DISTURBANCE -xx xx- SUPER SILT FENCE / TREE PROTECTION FENCE ,, / CONSTRUCTION FENCE ; / ;I ;/ / �• TREE TAG LABEL � ���`�' / _ W � EXISTING EVERGREEN AND - - --- -- _ DE ID TREE T BE REM VED-------------------- C UOUS S O O ---- ---------------------------- EXISTING EVERGREEN AND \ \ - - - - - - - - o- DECIDUOUS TREES TO REMAIN -- - -------------------------------- - rom -------------------------- Po 2 __ `_"~ \ _ '------------------------- -- S _ - -- -----\ �� - - - \ \ - - _ _ - --- - - \ -- - ---------- -- - - - -- - ;; \ _ _ _ \ --- - --` __ - __ \ ________ -_ \ _ _ '- \`-- _ _ _ -- / _ ;- , \\ - - --- \\\ --"'�- - - --�\q \ \� _ \ \ - __ -______--- --- \ \'--------- � -_ /`' �,4 ��/ - ---- \ v 1 oyl / 11 /,/, , `\\\ \ `\I /' Ii / A ' 1 ! „ ` \ \, ;' ;� ' x ' I I (ICI \ p1ti `_,` / -� �i �' -' - III' \'-\`\ / _ l/ 2 \ 0 z "� 2p I W a8 WLL� z U F D W 1d Z WF-;w> ow W UmU-UD_ U W Z W w W U _ > W _ I_ W F W Q 2 W Z o J>z UW<nO 70 vi? Q Q Z Q a W Z U) - W Z F F ,ow - Z Er Q F F O R'm 0 J(Ow U)OfCL _.. Q It Z U a Q sa J a Q � J F ro U o� w2 O H K& U) q 6a o� REVISIONS REV DATE COMMENT DUMBr CNECILED BY 1 01/10/22 COUNTY COMMENTS MG/PM RTY • Knowpwhat's below, \ `, ' �'i ( i - /,5.'',',"' `:\:`�`:`,`'I / /' '_i ` /' / .li^,_i xi ;�1, I i _-�N , ' i'`---_�\__ - `\\\I `�\`\`\ `\`\ `'\`\\'`\\�\`\�\\ `\� `"-"-"____ YaII hOtOrC y00dlJ. `\ \` i I I/ �' ' // /� �' /' /' _ I \ ,''�' , I / (� I ` _ / f ,d/ ` i //' `'/ , I )Hj1 I /' ,yI, ', ___ _ \` \\\`\ \ \ `\ \`\ \\` I \ `\\ \\ ` \ \ \ \ \\ _____-__ TREE SURVEY PERFORMED ON JUNE 9TH, 2021 BY ISA CERTIFIED ARBORIST ' ' - -- -- 1 4, _ \ \ `: �\ \ \ \ \ \ \ \ ` \ \ \ \ - NICHOLAS T. GEORGAS MA-5061A i t /; "- n' ` \ \ ` ALWAYS CALL 811 _ " I /' %, I ' I / - ' { / SJ' ' i ' ' ', `\"`` - �� ` \ `\ \ \ `\`\ `�`\\ `\`� \ HANDHELD GPS UTILIZED TO COLLECT LOCATION POINTS WITH ACCURACY OF `\ \ 1 , 1 „I i`, o , `` J \ , \\\\ \ I\\I \ \ \ ,\\ `\ \ / ; / `` ? � \`\ h� /' /1� ? �0 ' ; { ' ` - =a? \ \\ ;, '` ;_'``_ ; o \ \ \\ \, - - It's fast. It's free. It's the law. \ , ' t ,_-'ice'- i ' l r' i ��/' i / / / / / / / ` \,�,__ ___ \ 2 - - - - _ -{' ' '' / _,A' / ' i �, k / /_''' , '\ t�7"' , ; i 1 �' , `Z-t�i `, \` \ `�� �A'\ \ `, `\`" ` `\I`\`\ `�� \`\\� \ `\`\`\ -' / _ 5-12' REPORTED UNDERNEATH TREE CANOPY `, \ \ \ , I / I 1 \\ /;"/',/ /i / I , I , I :' : _ V- O __- /''` } � ' '_'` 1� \?\,, I\\\\\\I `\I` \\ `�-_--_____ \. \\ \I_ _ ` _ ,I',l/ r / ; i ' i / /:' ' ------ - - '`tee ' / Yy _ t rvV ;; �:�'�l / I \` ` \ '--. \`'`\`` `\ \ \\I` \\`\`, `I �\ \I \`\`\\I \\\\`�\ \\` \ \ 1 I l ' I \` _ ii',' 1 tel:' ' i i l i / I i i 1 I - - d \„ 0 �_ .I.3- ',' L'S /_ 'Y'i�' /'� \\L\ ; 1, ; Jl`�%e \` } \\ ` \\\\ \ \\ \` / I I/l ;;1,/ 1'" -- - - _ z 5 �j/ 7, l zx /�--� \,`----- �� :; :\\ �';;;�\;, \, \;,,,\,;;\`,'::\`;:;\:` GENERAL TREE PROTECTION NOTES OT APPROVED FO + 9 -.- �.^�� r a -,--- .-:, I l I'I//,1 , I , , / 1 t v `, a_____- i� _ -! ` \ , i 1 _ ( / /� _' _ `t .,�Y,'�'\ - - \ I\ \, ' ----- , _ t ` I ` 1; ,, ,,,1 II , , , , , - I / I - , ti , t.- ---- `„` , , " CONSTRUCTION \ I\, _ 1111 ,\,\III i ' i ' '\ \ 1- \___- \_ r _. , i' _' \ / \\ 1 1 _ \ \\\ \ __ __ \ \ I \\ \ \, \ _ ::�, \ , / , , , - ` i F[" _ , I 1 ,, / , / `- \ \ \ \ �yv` `�`11 - ',�,,;n�N``\``\ \ ,,, I \ \ `\\ I ` ` PRIOR TO ANY LAND DISTURBANCE, PROTECTIVE BARRIERS, SUCH AS SUPER f\/ _ / r\\\ \ I _ C 11" t1\I \\\\ I , , / I / / , \ \ \ 1 .__ ______ _ ,`,,\ , , ,' / ' r 1: J `\} `I ` \\ `, \ \\ ` Y!\, J�T�'_``Z ` \ \ `\II \\\` \:.�` \ ,\\`\�`�\,��, \`�\\\.. �'\:`,,,\> ` / , I r \ I \ \ , n` \ \\ \ „\ , i i i i `\ ` (\ \ \` `\ h\-- \�` \ 498''�W !--"""`� ``\ , ; : ' i ' //' / `-r`>`r I ' `\ { I \ ` `. , y�q). `� '.J `, \ !'\ \ \ `,\\\`� , .` , \ \ \; \ \ SILT FENCE A, WELDED WIRE FENCE SHALL BE ERECTED ALONG THE TREE TNIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY -- I „ , , Ill" \'/`,` , , 1 , 1 , , ` \ ` , \----------`4` . _ oo�°' ;( '4 ,, I , \ ` \ `\ ':` �:\„`:, \ \�\ i f / „ \ \ , < „ u \ \ \ _ _ / _ pa //\, - k-'" /� 1 i/' \ 1 1 \ }\ `I \ 4 ��`��: ,'�\\;\` `��" PRESERVATION AREA OF ANY TREE, OR ALONG THE LIMITS OF CLEARING AND REVIEW AND APPROVAL. IT IS NOT INTENDED AS ACONSTRUCTION \ p�J\I1\\\ ,1, , ( 1 / / \ _ - G `49T 1\`._, c �pvr^' I /, ..i '`\ \\ \ 1 I \ `I \ O \)` �, . \\\' / , , I \ \ ` 1/ \-r____, ( __ ..f'• �.%I )� ,,j rYT ��\ ` 1 N\I `\ \ \``\ V `I `I `\ I, `\\\` _ DOCUMENT UNLESS INDICATED OTHERWISE. _ /; 1 ; 1 \ p `I; \ \ I \ \ 11\ 1 , / , \ \ \ `\ -' P,� ,, 96 'r _T 4 J_ ,-, 'n } , ! a� } , 1 \ \ \� ; `\ \` �:� GRADING OF ANY GROUP OF TREES, AS APPLICABLE, TO BE PRESERVED. ( fir' �rl� ll � \ �;'.- ,I ' \ \ � \� _ ` . \''`, / / , I , \ , � `�� I\ \ \ \\\ ` \ 1 1 , , , ; \ \ `I i,''(-V 49 '.'/ \ 1 y61I - {. r ; 1 - ' , ` `` \ ('/ ` \ \ \ \ \``� ` \ - �`� � `,``, \ PROTECTIVE BARRIERS SHALL REMAIN SO ERECTED THROUGHOUT ALL / / `\ / I ( l 1 t `\ "� \ \ \ ` \ ` I / , r , I \ - %/ \_ �- � -7T / ' / - -'' "r Y \ ` \ \ ` ` ` `\ ` `` `I\`\\` '� \\`: �� ` \ \`� ::�`: \� \`. `` PHASES OF CONSTRUCTION. NO GRADE CHANGES OR STORAGE OF PROJECT NO.: V192076 \ ` \ \ - DRAWN BY: MEG / PM 1 , ( I 1 1 \ \� \`\ \ I \ I \ i i i ' ' ` _ -""'� /' ' I\ ✓� 1 '' 1 i �� J I }, /, `\ yr\ \ ` \\ 1 ` ''- % / , \ \ , \ \\\ \ \ I \ , /, , ' \ __ , \ l-4Y.1..gy !\ i J'ii - ( / ( _ , \ \\ \ \ \ \ \ ' \ 1 `\ `\ \,\ \ `�\ \: \ ;�;`;\;� \; \ EQUIPMENT, MATERIALS, DEBRIS, OR FILL SHALL BE ALLOWED WITHIN THE / \ \ \ `� , \ \� < \\\\\\\\ \ , , , \ I - 4 ,-,' 4 z X-,4 ````i- \/,''/ __"___: K -, I 1, \\ \ �` - ` \ ` I I\`\ "\\``�\` ``�\\`::` :`��`� CHECKED BY: RTY i , `\ \ \\\ \ \ \ \ \ \ ` ,! % l \�\ - 'sl, Y \ \ e `\ \ \ \ I AREA PROTECTED BY THE BARRIER. NO CONSTRUCTION TRAFFIC, PARKING OF I \`\ , O \`N\ \ \ ( l ; i t '-�A �r \:4\\" ,_ I'--- Y '`,.%",r r' 1 , i r _r` ` V `\ \I \ \ ` \ 1 i \I \I`\� ` _ `` ' \ > \`, `\ `I \\ \ 1 ` " i i UI` !-'J-,1- I t ` L ; t N, \ \ \\ \I \ \ \ ` \ 1 ' \I \ , - I \ , , `�` DATE: / /2 21 / , 1 \H \ \ \ 1 VEHI LE R DI P AL F LI ID I PERMITTED WITHIN THE TREE 09 30 0 \ r-- 1 S C \ 1 I \\ ` C S O SOS O QU S S Y \ \ , 1 - -- / - Y' - \ \ 1 \ \ 1 1 / \ , \`\ .�\\I `\\\\ \`\` 11 1 - --__ v;l;i, \_- / _ I -J,l�l ,' _ \\ \ \' \ I \ ` \\ 1 I1111 \` .:\```� ��` ."��.���� - / \ , \ \I\I\ \ , \ \ \ \ t \ \ I _ _ r____ __ ,�. !„' , `'-.` ` �' iY1- / 1-, '_ 7- l ! 1 ` \ /�j \\ f \I ,t 1 \ \ \\ `\ \ ; 1 , 1 , 1 1 \ \ `, ; `�� „` ` \ 1 PRESERVATION AREA AND ALL PROTECTIVE BARRIERS ARE RECOMMENDED CAD LD.: DMP 0 :' i ; `-\\ \``\ \`, `I ' `\ \ ` `\�\\\\\ 1\ i I \ �,' /'--`\ --_______---" \ 1'1 rY \ _ ~ 'IJ` /`__-_--,� l _ ___"_ _ �� _ ` /%/\ \ \Y 1 1 \\ \ \ I \ Illi 1 1 , 1 \ ` I -� , \ I \\ \ \Ip \\I ,, 11\ „ ___ i - - r/�/� �/ � ,,{,'{. 1,1/ -'� ,- / ,., , - r J .\` \\I �// \ ,.` \C , \ \ \ \ \\ \ \, , , 1I 1 \ \ `\� \\\,`,`�\\`\ -`��,``-, II I TO DISPLAY TREE PROTECTION SIGNAGE, INSTALLED ATA MINIMUM OF ONE `I I ` 1 I \ \ ` �`\ ` d,\ \ \ \ \ \ \ I I I , -"- / 4 I� !, �/T- ' I 1 v %�-' \ /�-'' _ , \ \ i `I '\ \ \ `\ 1 i '1 `\ '\ \ `, , \ 1 1 \ \ < ; 1 \ \ l i /' _ / / / \\ \ 1 \ \ 1 1 I ` \,:; ; : , - : \ \ \ I \ ( ) PROJECT: i7'^-�__, , \\\ SIGN EVERY FIFTY 50 FEET. \ \ l- t' J 1 1 1 \\ I 1 _ iF _ 1� 1 \ `\\ \ \ ` \ \ I 00\ O \ �``"`V , \\ \\ 1 i', __ of/'[I�rY- ___- l`�/ L" 1 >'� - V`__ e} " r%J \\ ` ' '1 i \ I \ \`\ `\ `` `\ `II`\\`\I\ `\ 11\ ` \ \ \\I ( \ \`\ ` I `\ I I `I \ > \ \\\\\ I\1\I \`\ `\'\ i i' ,a/�� - "-- ,II ___--' ,'//%/ Il l /\ \ _ �YY ` - !__'-___ r ` \, \ ' ' ! ,! ` I ` I \ 1 , I\ ` \\\`,`. :\ - `\ `\`i\ `\\ \ --\ '\ \ f \ `I\ 1\\ \ 1\ I I ---_ _ _ - y _ _____________ / ,; J_ _ ( / L `'' / �j- - - C - 1 ` /T`, i ' `, ` `I ` `I ` ' `� \ ` `\ `��`V: �\ ` 1 \ 2. TREE ROOTS WHICH MUST BE SEVERED SHALL BE CUT BY A TRENCHER OR 1 I \ I I \ 1 111 ` -�S`� `. 1 I , /r I `I `, ', I \\ 11\ 1\ \ Iv+. i r!M1__ ^ - l_' _ '" `\` \ ' / IN -'- \` \ `, \ I 1 1 \ ``\ \ 1` \ I / I /---'' I `\`\ 111 \\`\` 1 '- --_ - - ''/'% - - i- I \ `,�; ' ��// „r` I 1 ' 11 ` I\`'-`� ,- ``'`�\\\ :����`�� - ` \I `�� 1/ _ --j --/' ,, (/ ,-r , / '� 11 /' , _ \ ,- , 1 ' \ ` I ` 1 ` I \ I \ I \ ' SIMILAR EQUIPMENT ALIGNED RADIALLY TO THE TREE. THIS METHOD REDUCES // , \'" �\ `\ _----_ '� --, __ <'"' � ", r1, / h'/ s` J'{rj T./ / i \! Yt \ \ ,1-v� I Ia \ i P ' I ' 1 I 1 1 `\ ` `\\ `\ ` \ , \` ``\ ``P' ,\ I \"; THE LATERAL MOVEMENT OF THE ROOTS DURING EXCAVATION, WHICH IF 1 ' / I / , / ' ` / ,I "`I \\\\ 1`\ \ {_�i _'6 '" ///:.''r/ I ri `/`, <' -.f I /l ' _----_ `t, 1� \ l ;, , ; 1`I 11 ` ,`111` ` \ ,\1 \\ \ \ \ \ - , ' ' \ _ , \ `\` JI\\� DONE BY OTHER METHODS COULD DAMAGE THE INTERTVNNED ROOTS OF \ o - - SITE PLAN `\ , \ O >\ \ \ --' - �' %'__ - \ {:' - ='= - - - ( KE PLACE AND BE COMPLETE PRIOR I / / /i � /'/ I O �`\ , `I `\11 '\'1 -_____ _ :' ` i ' ` ` ' /� \ \\\ VJ i i ' / i , ' /' i' 1 i ''` '' `, \ `I I, \ \ ,��,\�\I`\\d \I ` _ - , - „-_ \ � O- %)/`' y/ I `-` ! % I - \ \ ADJACENT TREES THIS EFFORT SHALL TA \ I y'\ \ \\„1 , __^I -_-___ 4 - dY , , , r , _m \ I , ; `L , 1 I ;, \ ``, �`, , \` 'll I,\,I,\, / , , / 1 `I'1 1\ \\I\\ \11``-____- „+Y'^" '1... i �_9,= /'� / , l - _ ______,J \ l , / I I I 1 1 `'` \ ` _ I,' 1i1,11,\ TO ANY LAND DISTURBANCE ACTIVITIES. ;, S '"� 1 I , I , I / , /-, `, \ I O \ `.. \ \� 11\0 �-Y`i ,-.,\ , W __ r ,A`/ \ ' '"`__ c]! l''_ AAA r` \ 'r//' % I 1 , I III `, \ `,' , I,! I I, ,,,, / , , \ ___ .....< ' /. - I f I y' / jO ; y, > _ I I III; FOR / / / ) / , I I 1 ' / / , `, `,% \ 1 \ \\ \\\ rWrrK J-. , ," _ _ , / r '`, y r^ \ _ , / Yi`/.( % / / ; ' ; \`I `\ 1` III, 'II, I,' ' ,,__ - _;; 4// r \\ / �, . I i � f` ; '` { ; , ,%' , �-: ___; r--,_ _ _ A , , , -t, / / I , \ \ ``I `'\I \ , I , I ; , , I , I I , , 3. WITHIN FOUR HOURS OF ANY SEVERANCE OF ROOTS, ALL TREE ROOTS THAT r , \ , •1J� L I\ 1\I __ C _ __ _ 33 / 1 /' _ _ -_ .L / \ ,'\. ,'/ , r I' \ 1 ` `I`:.\I ..' "I i i /' / /' / / ; ,r I' i /,' I` ,� '1 �� / O\ .. '" \"` _---- ----- r--- _-_ �= - _ -// I ' \`�,�1 \X G- !" � ' - i ' / i `---�i4- 480' f - / / I ; /�„ - r i' /' 1l 1 \ \ `\ `I \ \ \\ "\\l\,�' HAVE BEEN EXPOSED AND/OR DAMAGED SHALL BE TRIMMED CLEANLY AND / , , / // , , , , , , 1 , ,\ \ \\I 1,1, ,1 J --- --�-"_ /% _=- I Y�/ \ _ I i f "1 ' , , // ! _----------`-\`�-- -- . \\ , / i,n y / i , 1 , \ 1 2 ' ; i ' i ' / / / / i i ' i `` '`` '` ,,/ ' ',\�, I `I\\\' - {rxs-�=Y '"'" / -+�'� T' `>/ _ , ' `, N 'i i i -----_ - - L''\ / -\--_/ ri ; � / r , i '' 11 `I '1 ` `___-- COVERED TEMPORARILY WITH MOIST PEAT MOSS, MOIST BURLAP, OR OTHER i r , i ' ; ; ' i / , /i j I , , I \ I , _____~_ -'- i \ , Yv I S I \ i �/ __ '- / I ,/___ __ , -`,�\ \�\\` , / \ 1\\\ I I„\ - >< yr ,- / _ _ , I I r i I 1 _ _ __ C / , I L / ' , . I I ` I /`" \ MOIST BIODEGRADABLE MATERIAL TO KEEP THEM FROM DRYING OUT UNTIL l l , / , I , , / / / , / I , `, \ \ ,'`t ' ! 1N\ "\ 111\ �. _____ 1 /'"- \ ,` ,.' y/ , , `IC' 1 I\ I T/ , -w - --] - :� '11 q % , , , , , \ y _ \, / / , / / / / / 45 -''' / ` /_ _ --'---------- PERMANENT COVER CAN BE INSTALLED l r , , , I , , , , / ' /' / ' , \ , o , _ _ --__ - _; ,, s- , t ;.•'"- ' _ ' ' - ,J- r 1\ _.- J' '' \:'\ RST RESIDENCES - �1'-' I k ! . , IJ' HJ a\ ir' ' ' I i r "/ iI V I i( ' �%, --:A,`' y 1 \ J / ...1� // I ;' I L `I v \ I 0 P�'`, 1 \ ' I / i , , , / , , , , , , I l 1 1 \\ I \ - - %' __ "--"--�J- , ' �:[� �_ -` i / J - `J 1- r ; Y ..J_� I //" _ /" 'l� ,,_ K _}- - - �\ _� , -4Y 1 �I` i I }/ _ ' I' % ' ��/✓ J`( Y I 1 i \!I \ , 11 `, , `- , ``I \ `d\JI\`,\I,\'� 1 i / / I 1 1 1 O I \\ `\ 'i___-_ _ !J' / ,,, % i 1 , L i, J-J,'r `\ i _ '' i I yI I S, _ / _ 1 r r ✓4_ / /` , , { ,� \\ ; \� \ `` , /+. \I\, 1.'1` `', I I / , / , / l / / '` " ' _ -- , /*, 1 r" / , , , 1 _ \ _ )_ , \�I / , I '_` //` 1 S„- � \ 1% \--' 1 , t. l , `I /\ � \ _ -`� `\ , ' / , ,1` ' 1\\ 14. PRIOR TO COMPLETION OF PHASE 1 EROSION AND SEDIMENT CONTROL , / , / i , / , , , , ' \ 1 1 O "W\ , I /`,j. _ _" //, I h i I ,, `F / X\ ,_I / C ` { I tJ 1 1 \ \ -`_---_-__ \ " 1 1 , I ' , ; / , ; , , / , , , , ; , ', ' \, , 1 , „ ,,,Il' - ,�,` , - L=', / ,f I y� ; / ` -V \iy� , I _ , / {, y''"; -' / CAR \ - \ i� l 1 ' _ -- ` , , , ; I , \ 1,,\, / j , , , , , , , \ I \, I _ '� / , IJ C`1 111 iii /♦ -�-` CONSTRUCTION ACTIVITY, HAZARD TREES SHALL BE IDENTIFIED BY AN URBAN ' / / _ ` _ `l,' >+ - vx / / ``\I �'1 r i ` ' ' ` - _----__ ` `\`\ , \ 1 ` `,1`I FORESTER, CERTIFIED ARBORIST, OR LANDSCAPE ARCHITECT, MARKED WITH ;l; l 1 `\��',,�' , �, ✓11.--- / �L_I; L, I �� , \I I ,,, / ,J ; /' / o, - , 1 1, 'Y '1 / / / / i i i ' / `, \ ^O ,\� r it �'r-'�---}" I ' }i!, i ; I 1 L 1 1 !_ �` ; , - ; I i i. M _,^--_ ,, ,,'- f1 ; I ,-V ,_ 1 I __" ' 1`I\` I` `I `I `,\ ,`, `\(1'\`�0. i , , , / , / , , 1 \ p ✓ \ \ 1,- - -�r' /'1 / } / , I , >, , vt _� j /' >1 I , I �I� i / i' I' /ir.^'^,�. V `jT , Y.( • 7" J , 1 ("- 1 /' /- - -1 \ I ,1 `\ I , I \ \ \I I PAINT, SAW CUT, AND REMOVED. TREES THAT BECOME HAZARD TREES PROPOSED ' / " i , / ' / / / , I - 1 \I ' / ._ 1- / , 1 , , I , , 4' 1, , , ,�1+ _I / J � . 1 ``, 1 P 1 �r•/r� I 'fin I \ `\ , \ \. ,'/, , : // / , / / ``,` , `\ \ i I\I I „ t`, �ey�l , ` ' , r ' * 1-,T ` \/ ' / I _!� __ ` _ �111 1�, ` ; I I • 1 ,,^�-! --- \ `I `1 `\ `,\ `, 1 1 ; 1 I i' " FOLLOWING PHASE 1 EROSION AND SEDIMENT CONTROL CONSTRUCTION P `` ` 75� •,}-\}��O }I�I \`, 'i. F /.-� ' I 1 1 i d f ' / / L 1 ;' ; ; /' - 1 ,j, 1 1 ; y(�------- ' /;' 1 I 1 , 1 , I 1 1 1 , , 1 \I LOCATION / / ,% , , , , / , , / ; ' ' �, \ / I . 1'I _--I ` 1 \ ` ` ' I , _ fa/'' / ,-"----` _/}� ' I " ; YYY..."' I 1 1 1 „�/`-1 , / , // / / / / , / , / \ \ \ \ O O i ` ' ) ^✓`^ 1 I 1 't \ / I ,�s% / I - \` .\ \t , - 1 1 1 , , 1 I ' 1 1 1 1' `t ACTIVITY SHALL ALSO BE MARKED WITH PAINT, SAW CUT, AND REMOVED ' i i I / / / / / / \ `` I \ I 1 1 ,,1 \ \ O I J '�` \\1 1 -_______` I li I 16 i,i , / ' p`\c - I r / / I I , _ / C� y/// c\h'`' ' �,y/ / I I i I , 1 1 , 1 , I / I \ 1 1 1) 1 i I I 1 7 I l' / r R �1 I ,^A� _ r , i /, Y ' i' ___- `\ ` , 1 ' '\I 1, J: // , 1 1 11 1 1 11' I 1 ' " I y\jt[ 1 j]\} _ -' 1 _ \`\lea , ,,�y,Yr , , 1 , , , , , 1 1 , PRIOR TO BOND RELEASE. TREE STUMPS LOCATED WITHIN AREAS OF % : / ; : ; ; /; ; ; ,/--`'I \ ` ` I ` `. , "- ' I '' \ - { , I I -1, ! I - , I 1 , /[ } ' _ I A��L / l , - '�\ A r% %/I------. \ 1 `L `, F \ ' { -v--_- , I ---- -----' I , 1 1 1 I I SEMINOLE TRAIL 1 \ t 1 \-- __ I I ,, I r , _ 1 , , / / 1, I / l' 11 - t / ' /� : ,'" / , 1 / \ , 1 P l= ' , { \ , I ` I / ; / / / l I 1 ', , , 't EXISTING CANOPY AND VEGETATION TO BE PRESERVED OR CONSERVED ON i ; ' ' ; i ' ' I 1 \\ ` \ \ ,\ \ ' �\ \',', " ' { _--- _ I la- L ' , , I , I E �y I , I - I / r i �/'"IWY,_ r ;'/', ` I 1 1 h\,-�F•\ \ f " } / / I / I , / / I ' ' I 1 1 , ` � OPEN SPACE PARCELS SHALL BE LEFT INTACT. AND ASHWOOD BLVD. ttt ' , i / / /' i ' / , ' i I I , 11 \ \ , , ,h I ` O"' , { _ % b ' "\ , 1 / I / \ V \ I ' 1 �,\ T J., \ _ `'S+- / / / / / , / ' ' / / / / ` / / I ' , , i ' i / I I ' 1 `, \I 1 `,u1 I ` ,\t, •_____Y7 ,, /' I I , } \ �" aii , ..! ,_ I I i l\,- 1'' 1 I / / , / \ Et jj `� \ , /I ---,______ , , / ' , , ' \ 1 "\ I I 1 1 'l_ i I A l T' �rJ` ' I i `, 1 "l' .'.' .'' ` i `I, I C �, x \"�+,- `, `'�"�n1___, 1 ; i i ;;/ i t , , / ' 1 I I I t n `\` =-I 1 ,\1 � J `^,` { /!' - `,1 / ---► --\ ^' =_ I / I l I CHARLOTTESVILLE, VA22911 / ; i 1 1 i 1 (, `I i i I i I: ' ` '', 11 li i'�`\\ \ - , `'1 0 o t O `I1 'l, I i I 14 I, �i i " / i / I ; i - ' /: ' I �__- `_`\ `I ` ` J r ""'�""�` '/ , i // / / / i ; ', ' ; ` \ ', 5. NO TOXIC MATERIALS, INCLUDING PETROLEUM PRODUCTS, SHALL BE STORED / ; / / , , / , I 1 1 , b , 111n I I / n 01 ,1 '\� l 17 I I JIc�(\ , , ; i , / r , , \ - r i ✓ - �'i , i'' I ,F\ 1 '% \` _ \ \ ` ,� J _ , / / / , t ALBEMARLE COUNTY, VA I l l I 1 ' I I \ ' ' ' 'l J1\ I\`\. IoJ \I '}` ' 1 I \I' ' ' / " i ' J t ' _ /�` i i '' i If I `I ` ' ` ` �' \ \ \`\ �"""""�`r` '( ; (i i ' ' I ' i i i I 1 i i ', WITHIN 100 FEET OF THE TREE PRESERVATION AREA. / / , , / / / r , / \ \ 1111'11 '1 II 1\1\11 / i, , \ I I I ' i I,"' i / ''' j/ } /, ' / i'i; / t\ ` 1 ` I \ \ \I '..W I, .� I_' ' I 1 1 1 1 i , i s� \ I --A \ `'\ I I I I, , I I I r// I I \ / , ,IIn1\\ ,\ \\' I l I I I , r / l I' \ _ ' 1 1 / , / , i \ / 1 11 \ I \ \ - ` L , I I I , , / ,)' Y , i /' / i I I ` ` ` - '' ' ' ' ' 1 ' ' i 6. SEDIMENT, RETENTION, AND DETENTION BASINS SHALL NOT BE LOCATED \ I Ill \ N\\Id 1 ` I i C i I 1 i ' ',r I I i '-1 \ 1 \ - \-__-`,` ``' ! 1 i ' i / , , I,I \\\\ 1\ I ,', ,) ' !•� r r, \1 , I I , , , o , 1 , \ . { \ . 1 1 1 I I 1 , 1 1 ' ; 1 , 1 I l I I I I I 1 ` 1'4'I I , \ \ \ ' I \ Y l 1 ' �!' I "` ' ' p'o� IV, / I ' p`7 ; , I l y,\. ,' ,' ' ' J `, 1 I I I ' 1 ' , WITHIN THE TREE PRESERVATION AREA. SUCH BASINS SHALL NOT DISCHARGE \ 1 1,1\ \ ' � `.J- � \'} / i ! I / `' , \ , I I l i , 1 t 1 \ n`It`J.W � ,-\ \ ` } I 1 , I 1 , , 1 , 1 1 i i / i , ' ``, / ; 1i"' `\\`,\' � II ', lil `, " r /' , , /, ✓,IY h� ` i i ,KL<="JI `` _ ! / ' '1 \ I o I` \\\\ \ , 1 I4 0 n ,c r'�_ �11_� l I _ I i , X-,,` i , b,, I / / / I / t `\ \ `` �/ _ �ry '••'�• \\ ' I ' ' I I i ' I I ' i 'i DIRECTLY INTO THE TREE PRESERVATION AREA UNLESS THE DISCHARGE IS /; ; ; / ; ; ,: , \ / ' 'Y IIIII�`\ ;`�; 11 \ I I,`\1\I, t � / �.48 _-,' ;' S'�` % / �' I /. ' 1,': I ,AI l l ----- 1 \ \`�`lY`- \ �`, -\Y. ` `;+J^" ' ,\ 1 t ' 1 , r I I I 1 1 1 1 1 1 r+''1,\�\\ �\ I' ` `'\ ,1{ \h I I [ tF/ CCC 4: .::La. 6f.Y/:/ rrT T , , , ' , ;I _ \ i\`')` �- B 0 H L E R // / / , ' ,1,,11, \ \ \ \ I, \O II 11 , \ \ t { , b `�i I '' [ , ' / : iF q' I M' 1r- .. `" •,`. {- / ,) l / / l /' \ I \\')\ - _ \ W,... �� ; ' , 1 , , I , I , , , I ' I , ' 1 TRANSITIONED BACK TO SHEET FLOW PRIOR TO ENTERING THE TREE l , , / I , , V 11,1 11 1I I\ J I11, I \ \,l �t J i ` ,� '' 1 r,F > _ , .: ',: �' I �l l , i \ t`\ L , C\ ! I I , , I I , , r I , 1 , /, , \ ��I� ,I\ 1 \ 1 \ \ ` 1 \ ,, , 1 c` , 11,' I I g5 _.r _- Cy „_" ; _ ;., , �"}:� y ..-i r,, .I..�.,_ > /' �465 ` , .n \ N, '- ` I �r / I 1 I , I I 1 I , I , , , r , 1 , PRESERVATION AREA OR IS DISCHARGED INTO AN ADEQUATE NATURAL /, , , , , , , ��1 ,I„1 1 " I 11 't 1) - \, \ , / W _. {i4 (e{ - _ t :f,`,.yy JY `gi�gg �Q��\ 4 [ ` tom,- "'J%,..flE, "m ;�.: p -J `,___ -�\ 1'\ 1 I �, ' , I r I 1 1 I I I , I _ -�? �II� 1\I\\I OI I n,I4 \ \ 1 L III,,. , /I ' • 'I :"..i.tvY.u.bl,IgY r .`C..: ' J i\e y.. .T .. :\.. >. \ _ _ i\ , I , l I/ I I, _ n\ \ 1 I t 1, 1 'h \'1, , Ir V '`I\_\ \ V4'ri 1 I // '�':;(i 1:.'Mc~" l i r L (/ r ` I I I', i' I l , 1 I CHANNEL. I , / , /I / , i",,`III\\`\\ `I\\\ ` ' 'I It,II 1,\` ,,I 4 , , { , / ,fi r /,L$�' / P �� I /,N I i l I l l _____\\`'`'`''`\`'`,` _ 5( ( / , I I I I I I I l I / I , ' I , - ,I" 1 \I I I, \\ \ I ,tt, 11'\ \ tl 1 "`_ EE{{�� 't]1]]r, /yj Y L ,, // f y ,Maly.,I , `N I r I ,, \ '`i\ I 1 I I I I ' I r I ' ; /, I, ; ,\;`, 'III I� '1 t \ ',1 I;L / 1c I ,,x Y,%" ,r/4 : ',� // IF ' ' , s1 I , , /;' _ -`- ``' ±,'- , 1 , II , , I I , , I ; ` y 9100 ARBORETUM PKWY, SUITE 360 l / I , I / �;;, ,1,,1\ \ \ 1, o ` 1' I \ , , \ ' ' / I - ,,,„ S -!^I' / ,/ 1 - >, , , I , / , , , , `,� `_ _ - _ -`` `, / 1\ F- / ' , , , ' ' , ` 7. REMOVAL OF TREES WITHIN THE TREE PRESERVATION AREA IS PROHIBITED ' ; / , / / , ,r',,o� `\\ \\ `��� O ,; 1;,; `,IIII t,,'1 Y, 1 I I ,i�`- _ - _ x J , i \ `, 1 :�;�' ' i.,., I i ,r }, , I r / - / , ` I ; I , `, /, .` I \ I ( ,! / 1, / , :`- /, '� - `, I l ( EX EPT NDER PE IFI PERMI I N FTHE NTYEX EPTA RICHMOND,VIRGINIA23236 ' illl i, \1 \' '1'I '1_) 'I' ,' / I I I J-` f: r / I I F,. ` - cj� - l I I ! / / / '' �' / (I I \ \` ` 1 1 1 1 I yf} J., 1 .�'/ 0. ' / I ! l / l l / _ ; `` t` -`, , 1 „A'„''\ ` - I / ` ``\ `\ \`\ Ci U ,S Ci Ci ,S,S Q Q CiQU Ci ,S I \ I\1 \ t ! 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SUCH MANAGEMENT TECHNIQUES MAY INCLUDE, - _ '/__''_''-''-'' J \ \ 11 \t O 1, 1 LQ� Ip `'i _ I Y. /((`mil r 1 , 1 -'rYv k /x_ _ /y , // ` \ 33 \ \� ,,,klY'I� t _ - _ -/ --/--'�-'_%'i, ,ll, IIt\ \`��\I tIt J,\ \' II yU\ , ?l%L__rJ' ` ��� `/ -'!^ / \ / / ''1 1 }"LY '/ I i I' ' ° i - \ 1\,'�,^ `I✓/ , \,1` 1 \ ` \, t 1 \ \`,\`, ,\I I \ 1 / I 1 I \ \ I \` \t\ \ I 1 k -1 'r -ir' % ---ate E ,�y� / I l , Y, / I % k- I ` - _ `,"i= `, / ' \` /, \ `, \ 1 \` \ ,[[� ( ` \ \ \ \`t \`, 1 \ 't WITHOUT LIMITATION, SUCH ACTIONS AS PRUNING AND THE REMOVAL OF j ---'', ''�_';-' �rl, 11\\`\\I, I,1\ i, ` / `I,' ,11, /` ^*,_.6 -'ItI` DC��C� //�\ 1'I , }[( E[' ��\ l , { � i ':r '�'' , ' _- / ` I I !,�.l�"\` "�, i ` `, \ \' \1 1 1\ I `' t VINES INVASIVE SPECIES TREES UPROOTED OR DAMAGED BY EXTREME TH '/ _--ice--'_- '-� - - '"/\ lidl\ I\ U J'\I \'� , 'i41' '' \I \I I I \ III /±GYrOO.M/1�'1 �^'/ I /\1 M / / , , 1 1 i , , f /`,\` '` ``I \'1`✓ I \ 1 ^/ -`J. \` \ ` 1 1 ` 1 ` t I ` I \ F - I `-`- - ''-_ ''--''' 1 1 1 I , �DV ,RIIIR i \ {t{i, / / I / ' , , I / _____`` \ 1 \ \ \ \ -` \ �Y�re \ , 7 1 , 1 \ O �� '%-' _ - ` ;i `\ v'� \ "`I\II`, \ ,' 1' I,' ' ,, 1 ',11 III \ i ' R rA!n--� V,f' , ✓ " ' . 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ALL FINAL CUTS SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OR N YA R -� i i i / i - -- \ 0 `, 11,1 `„II ,,;1 , ,I I,i 1J ,I ,1„_ ___ -�� I .:\ 't 1 7 \ 1 I. .,%, j„nT.. xryy r , , I Orr^ \ I ..•, ' ` t _____ , /, / / I ;- ,____ __- t11 n d' un T I, ,.\,________ ,__ \ -- ' 7\ O I I y, 'nn,a I , I 1 j"}l lI'f:;}T i ' , , ll i ' ; 455; '' t \ \\\\\" c \ I \ \\1'`, 1 "{'�""\ \ I ` 1 1 I ` I t t \ PARENT LIMB BUT WITHOUT CUTTING INTO THE BRANCH COLLAR OR LEAVING -_ / ' I - _\ I I I i' \ \ 1 r ` `\ , _ "_`\ �,- ' ` \ �\ y��,ry \ 1 I,.:li^}'1 I l I I I / l \ 1 \ \ \<F \ - , 1 \ \\`\ `\` \ \r\ 1 \ 1 1 _ _, % i ; � %'; / , / r 1\ t1'"'t` "' ul ` 1 _-____ , \\\ I , �\ ,_ 'ir I , ''y`y,ay,,,...Y'1 ; 1 „ 1 , , , I \ ', `, ` `_ _`,� `\\ ` ` / 1 \ \ \ , APROTRUDINGSTUB,ACCORDINGTOTHEAMERICANNATIONALSTANDARDS Lic. 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OVERALL TREE - /-_ ---, 1 'I ; ' , ; , I I I I ,'I ' ` I I , 1 - , ,„r �` 11 ` ,' ," \ - r Jrr1] II' I I I ,..'t.,. , .:tf. ..f•• I'�F,� ^r_r i'„;Ie..... :��' I` \ I ; t I I I I I I l `'� I ; �1 , , t1 - 'N I 1 `�., \ .. \._., §M, 23 y, , �`ti` t 1 I ` 1 ` / / , 1 /\ � , Y 1 \ , l I !-''-'"-''" ` I ' ' / , I I '1 l'';I\ I\ ` qq 1 I' , - ' -' /(/' 4 , ' �''�-` _ ' ' \ , t t , I \ ' 49 r / / \ <\ ` ``\ 1 r ; I ' I"y..!! -_=__'i'_ ; i' _ I I 1,111 :' `���I` �1 ,, 11�I1 Hv� „ 1' ( ,�.\__' I�, , li' `, / I ' t \ , ``1" , , \ , `\ \ ,- / / , / i , 'w J \ EXISTING TREE CANOPY COVER Irk " PRESERVATION '' _ ' ' 1 , I' ' '' _ _ ' I 11,\\ \1 `\\\ ' �'I' 'I / � t l _,\ 1 I 1 I I , / / , , I ` \ , I I ' / j,,1 ; ; ,. I I ' ; ' _.��`; `\`\\\`II ��: ,0 1 , ' ' i', I i Al r \ �j` , I , \ I 1 1 , / , , 1 _ . x I I^ ) 1 TO BE PRESERVED = t 75,084 SF 1 11 I,/\, 111 ,' \' I,, I 1 „ , I I , \\ \ 1 I 1 / Y I I l}j{ ' 1 i' , / I_ '-"' ' ':;IIII„ i ii`, 1 `, ''' ' { , / - __ \ \` ' ` ` , \ \ ` 11 \ " l \`\ `.� / r , ,.( COUNTED TOWARD TREE CANOPY REQUIREMENTS PLAN ',/i , " -__-_ ' /I ' , /f_ i 1'1 1'1 1'1 '1 1 'l l'1 I ' I I ' - --- �, _ - _ _ _ ll�- _ _ L I 1 \ \ '\ I\ \ 1 1 ` \ , \ ` \ \ I �,- t - __ 7a-�--- _ ___ _ '/ 1 Q 1 ___ __ 1 I , / j V ' 1,1 I ,\, `1 I , /I, ' i I ,-_____- ' ' i t 11 ' ` 3 '1 1, ,tl dJ', /' / ; '/ 6' 1 ' / 10 I ,\ ,� _ __ _ G c _=£ccvc3 - I \ \'1 ` \ 38 ` , 47 \ `\`I `\`I\ �'`� _ `\ '\ \ ` '` ' l I �, / / ,, - - __ _ ____ __ __ _ _ „ _ _ EXISTING TREE CANOPY COVER HEET NU ' /// , / ,/,: /' /' i /Iil 1,,, I, 1 I 1 ,',1'1 1 _ / ,__ ,__ ` 12 _ 15 _ zTL 22 i_ - \I 37 \\ 1`\` `i 1 ` 11 I ; \,,-, _ \ 1 1 \ I \ \ \ \, , S MBER: ��\I ,,,, ,a1 \ ` 1 1, , , -- '_ \_ _%`\ , 17 _ 16 20 21 = _ I` \I,, - - \ \ \ \ \I ' _ �;, % ' - - ' _ _ _- _ \ \ _ - TO BE PRESERVED = t 21,840 SF _- _ _ /, ` 35 51 /,�- ,, I / __ _ _ , I 2 / _ _ _ __ - lS({ UNTED TOWARD TREE CANOPY REQUIREMENTS / i _____ -'- /, ' 'i iiii ) 1 ;/ ' , `� I � �``, �. 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" `\ \\ \ ` 1` 11 , ,1 111 , \ \ \ \ \I \I `II `I I ;', 1'1 1' 1'1 '11'1 `\ \ \` , ♦, _ o o , JYv r , } r ' ,1 \ ,' I \ \ , \ \ I,I,111 I111 \I, , ` \ , \ 1 /`�////� _ -- \, \ \ \I\ � 1 -i 1 i''',/'^'_-' i / l l I,. l , /�,'rJ{}4p' � 1 1 `• \ ` \ \ \ ' I \- ` `\ i' �' ��\I 1 "I��\♦;V, 1 \ `\ \ r(_ , i Y _ I /} I 'l /„ I f -r II ,I 11 1 1__ __ P ` \,\, I,\ \I nl IIII` \ \ \, /� ` `I ' i \ w`Y\-_/'' by�' , ' r } l .J '; ' I A/ ' / '� , 9 I I 1 , , , , I - `��\� `I `\ `, \ \ Il' Il l'1111'\'1 \ 11 \ \ \ I' 1 _ , \\ I {_J-''- , I I / , I , 1 l I 1 ` 1 `\\ \ \ 1 \ \ \ \ \ _ I / / l I I I 1\ \\1\ \ , \ 1 1 .I �- --- / }/ _ I I III 1\\\\ \ \ \ \ / %' /y� ,,�„ �� ,` Y"" `\`\♦`\\\\\\\ + ' // / / / ,' I L, ' IIII ' 1 I I ' _ ```` \\\\\ ` \ \ `I `, 11', IIII\\\\\ `\`1 `\ ``\ \ ` \\\ ' „ , , /' _\\„\` \ ''T''' ' / ' I /} ' I ' 11'/ '' �� \1 'I ; ; / ; 1 _\`_ `,\''`\\ \`I`1\`\\'\1'j'''I 1`'`'` I`\`\`'` '\`1 `1 \ \ U , ' lam; ", _ / - \\ I \ I I _ _ \ 1 _ __ , l - lI 1 - 1\ \\ \ \ \ \ 1 1 \11 1\\1 /� ` ` �J l � IJ / ll 1 Tree # 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" REMOVE Tree 6 White Oak " PRESERVE 14 I Tree 7 White Oak 12"I REMOVE Tree 8 Red Oak 8" REMOVE Tree 9 Red Oak 40" REMOVE Tree - Red Oak 18"1 REMOVE Tree 11 Red Oak 19"I REMOVE Tree 12 Red Oak 20"1 REMOVE Tree 13 Red Oak 24 " REMOVE Tree 14 Red Oak 14"REMOVE Tree 15 Red Maple 14"I REMOVE Tree 16 Red Oak 41" REMOVE Tree 17 White Oak 22" REMOVE Tree 18 White Oak 19"1 REMOVE 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 Hickory 4" PRESERVE Tree 30 White Oak 28" REMOVE Tree 31 Black um 8 24 "I REMOVE Tree 32 Locust 10"REMOVE Tree 33 Maple 7" REMOVE Tree 34 Maple 5" REMOVE Tree 35 Oak 38" REMOVE Tree 36 PO lar 39" REMOVE Tree 37 Poplar 9" REMOVE Tree 38 Poplar 12 " REMOVE Tree 39 Oak 36" REMOVE Tree 40 Poplar 9 " REMOVE Tr 41 ee P I r op a 1 "REMOVE 9 Tree 42 Oak 32" PRESERVE Tree 43 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"1 REMOVE Tree 48 Poplar 14"REMOVE Tree 49 Poplar 13"REMOVE Tree 50 Poplar 19"REMOVE Tree 51 Poplar 18"I REMOVE County of Albemarle Conservation Plan Checklist -To be on laced Landscape Plans P P (Handbook, pp HI-284-I11-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; clear ing outside dripline of trees to be ® Limits of e g ( saved); P ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height 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: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavyequipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dri lines of trees g 8 P drip lines be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Ir'I Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a pee to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE. CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (_ 5/1/06 Page 1 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. f. 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. 3. Locate roadways to cause the least damage to valuable stands. Follow original 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 Ian and located where they will n compaction over roots. p e ey of cause c pact 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. Soecification 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. Marking: 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 W PROPOSED GRADING r� r a r tWHIRE MIN. 5' DRIPUNE Is LESS TRAN CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 4. Pre -Construction Conference: During any preconstruction conference, tree preservation and protection measures 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 described are suggested only, and are not intended to exclude the use of other 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 the ground and protruding at least 4 feet above the ground shall be placed at 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 set secure] in the ground and of diameter Y g P g ground shall be 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%p (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 ARMORING 100 CORD FENCE PO MMI - � PLASTIC FENCE CORRECT METHODS OF TREE FENCING dam- CORRECT TRUNK ARMORING Mlal 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 and material through the buffer. These additional trees shall be reexamined prior to the completion of construction and either be given sufficient treatment to ensure survival or be removed. Trunk Armorin - As a last resort a tree trunk can be armored with burly g• g P 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 device hall in 1 before an excavation or grading is s s be ace be o 0 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. J 0 m 17 Z E W W W rn Z W 17 ZDZWO z WFOwj Z Ur WLU0 jW ZrC9t=0of F W Q 2 W Z _J>ZUWW0 �a<ZQ Zcp2 W ZFH °ZQ k of 0 Q O U a Q __1Z 0 U) W Z Z IL Q > aJ U W H V5 REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 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. 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 r4.pLTH A� F;M%N YAUZ•iER Lic. No. 0402056625 01/10/2022 -19 SHEET TITLE: TREE PRESERVATION NOTES & DETAILS SHEET NUMBER: C-701 REVISION 1 - 01/10/22 TREE WELL DETAIL TILE DRAINS a`' VERTICAL DRAIN �. DRIP LINE FILL SOIL STRAW OR FILTER FABRIC JFILL WITH SAND. I FILL WITH STONE CRUSHED CHARCOAL SMALL STONE - 4. rl Lr�i maw a.r ;a`ae AwT I - LARGE STONE ' • II II II II II 11= 11�II - �n II II 11 ll�ll=I TAR PAPER -11 II II II=11 -n_ IhII II�II IL=_. T r II IIPII 11 11=r "-II-II-I 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. N Source: Va. DSWC Plate 3.38-5 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 of root loss. f. Provide drainage through the wall so water will not accumulate behind the wall. 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. TREE WALL DETAIL DRIP LINE ORIGINAL GRADE RETAINING 1. •JPII-11-11=II'=11PII�11€�II�1111-11:-11=11=11=11�IIII+NEW II II II II II—II-11-11=11—II=11 II II II 11=11=11=,•.GRADE l�_�ir � � � :��r�r�rc�lr � � I�i-- r •Ir�ll�� �• n-n-%�=11 11 11 II' 11=11=11=II-11-11=11 II II If 11`If 11—�" n—�� LINE OF MINIMUM EXCAVATI 11=1� 1�+11 II II II II�II---�II�11�--III-1�1`--III II II II II—III--�11=�—I�I--III II=.ICI•--1�1'—��1111�11® IIII—�1—ICI—I�I—II�--I� II�II�II�Il-,11�II—III—III'--�1�1'--III CONSTRUCTIONN FOR 5' MIN. WALL , (DRIP LINE) TOPSOIL GRAVEL FILL T/I=11.`- WALL IS �a=1� •- 1=11• TAPER WALL TILE DRAIN NOTE: ROOTS f:7�,tfa1/ PENETRATING.I LOCATIONTHE WALL BRIDGEDBE 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 1T MIN. DESTRUCTION OF FEEDER ROOTS TUNNELING UNDER THE TREE WILL WILL PROBABLY KILL THE TREE PRESERVE IMPORTANT FEEDER ROOTS 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 fh III � I ih14 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 J 0 m U Z EE W W Z W m W U ZjZ(AU Z W HW m 2 W jW W j zZ rc9t=otn F W Q 2 W Z J>zUW<np CQ? 2 Q Q Z Q ZU)2 W ZFI- OZQQa~O Z J 0 0 Z) W Z Z D Q J aQ of J F U W I- tn REVISIONS ' REV DATE I COMMENT #M_G__'P"M1 1 01/10/22 COUNTY COMMENTS — U kR��MD�PROV�. w what's below. Call before you dig. DO NOT FEED AREA ADJACENT WAYS CALL 811 DRIP LINE TO TRUNK (MPROX. 1/3 OF DIAMETER GF TOTAL ROOT t. It's free. It's the law. AIL AREA) SINCE FEW FEEDER ANN_YL _ ROOTS ARE 11 THIS ARFA0 le'-��AL "� PPROVED FOR �o �) AL STRUCTION o''" Aw..TENDED FOR MUNICIPAL AND/OR AGENCYAOL\--�-.-�/AL. IT IS NOT INTENDED ASA CONSTRUCTIONO�AIL T UNLESS INDICATED OTHERWISE. AMC':-------- Aa' Ak 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 NE11 rFia I-I 1 IIIIII111 HOLES SHOULD BE APPROXIMATELY Ir 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 Beeches and Crabapples Broad -Leaf 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 broadcast Greater than 6 inches dbh, located in groups 2-4 lbs per 100 sq. ft. of bed area; Commercial 10-6-4 broadcast Narrow -Leaf Evergreen 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 F;M%N YAUZ•iER 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 GENERAL NOTES /) \ 1. A.TIMING OF INSTALLATION. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, ENTRANCE CORRIDOR SHALL BE ELIMINATED. OR A PHASE THEREOF. 2. METHOD OF INSTALLATION. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE i 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 \ \ \ ARE FEET PER TREE WITH A MINIMUM DIMENSION F FIVE FEET IN ORDER T PROTECT THE SQUARE UO O O\ \ LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS \`, \`\` \ v\\` SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, `\ \ `\ `\ \��\ ``,';I `�� `-- -, -I / / / X", TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS / \\\ `\``\\ ``, �`c��; `\\ __ - �`� �) � ✓ ,; - 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' ______\ w` y ` - ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH - - - THE APPROVED LANDSCAPE PLAN. I \ /�\ ( _ \\\ 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 ________ : ' ,„ ,,,, ,,., V` \Q` � • • _ "` �` \ _ yp¢ `\ TO FINAL SITE PLAN APPROVAL THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT - \ �G 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 s O 1� GHQ AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY.- c 3 - _ I - O = r 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY. IF STREET TREES 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. i 1 e 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 ---____-- --v / \ \• MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. _ _ - �_ O - -- `- - -'---�___� ---- ------------ _ ___ _ _\`_ III ------------ ------------ ------------ a _ I r , _ 1 \ I _ I / I � - I I \ - I \ F \ / _)''• T \ - 1 1 - r 1 O _ , I / P \ I , \ - / / - - I 1 I 1 1 I 1 1 \ I I 1 I\\ \ l i, \ -i 1 I 1 11 - \O I 481 • •' ' / i . 3 75- l \\\\ l\``\ `\ I `\ 1 `\�`\� \\ :c IT ' 4B0 5 Ci r , /--� III \ `\\ \` \ \ \ �J -{1 :i=^` , I y I u � J `n• I • 4814 i \\.�Im/-- ''li p`` `` ` `� � /�• \>' � e16 I 1 III 4 / '.,' - i- - /-_- ice' , II,II,I\I\\ \ T � q i , •, ;' ; , L � ; / - - 411:* PROP. LOCATION OF ENTRANCE Igo LEGEND "11`\I' I�`�11 .'I -I q I _=_` `_-- ^1 ♦I 1 I 1 1 ` ' __l b I / 11",11I;,;1 ` II' II II II II - 455 '� �11i1 `\ I I EXISTING DRIP LINE TO REMAIN CLOD LOD- LIMITS OF DISTURBANCE I'' ' • � ' I I '1 ''' 1 I 'I'll �II�II' ` ,`�\'\; ; ; / ' ,' s EXISTING EVERGREEN AND / I I � DECIDUOUS TREES TO REMAIN ..• .. - : \ 40'BUFFER YARD:--_. .�.,. ... �.-.: -. .� .. �:• .. ;40'BUFFER YAR HATCH LEGEND34 `. 11 11LF_ Lj EXISTING TREE CANOPY COVER I'1 TO BE PRESERVED = t 75,084 SF ;; - -- �" _____ _________ COUNTED TOWARD TREE CANOPY REQUIREMENTS ---- -___ =_ 1,026 LF SOUTHEAST PROPERTY LINEJ'`0 ;;,\`:`I�; EXISTING TREE CANOPY COVER TO BE PRESERVED = t 21,840 SF NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS' X \\ / ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL. IHT. CONT. CANOPY TOTAL CANOPY SHADE TREES AHB 2 MEDIUM AESCULUS CARNEA REDHORSECHESTNUT 1112-1314'CALIB' B+B 151 302 BN 7 LARGE BETUTANIGRA MULTI STEM RIVER BIRCH 1112-1314'C.4LIB' B+B 397 2,779 CB 11 MEDIUM CARPINUS BETULUS EUROPEAN HORNBEAM 1112-131116 B+B 177 1,947 CCA 1 SMALL CARPINUSCAROUNIANA AMERICAN HORNBEAM 11n-1314'CALIB' B+B 129 129 CA 6 MEDIUM CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 1112-1314'CALI8' B+B 222 032 CLK 6 SMALL CLADRASTISKENTUKEA YELLOWWOOD 1112-131116 B+B 289 1,734 FSY 9 URGE FAGUS GRANDIFOLIA AMERICAN BEECH 11R-1314'-1. B+B 327 2,943 GO 4 URGE GYMNOCLAI DIOCUS KENTUCKYCOFFEETREE 1112-1314'CALI8' B+B 570 2,280 GTI 44 LARGE GLEDITSIATRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1112-131116 111 424 18,656 Ls 4 LARGE UQUIDAMBER STYRACIFLUA SWEETGUM 11n-1314'CALIB' B+B 249 996 NS 3 URGE NYS$ASYLVATICA $WRGUMORTUPELO 1112-1314'CALI8' B+B 123 369 PLO 5 LARGE PUTANUS OCCIDENTALIS AMERHAN SYCAMORE 1112-131116 B+B 1,253 6,265 QP2 41 LARGE QUERCUS PPLUSTRIS -IN OAK 11n-1314'CALIB' B B 370 5170 QPH2 33 URGE QUERCUS PHELLOS WILLOW OAK I 1N- IB' B B 370 12101314'C4L R SA 6 MEDIUM SASSAFRASALBIDUM SASSAFRAS 1112-1314'CALIB' B+B 197 1,182 SURE 3 MEDIUM SOPHOM JAPONICA"REGENT' REGENT JAPANESE PAGODATREE 11n-1314'CAL IB' 8 B 397 191 TOG 4 URGE TILIACORDATA'GREENSPIRE! GREENSPIRE LINDEN 1171-1314'C.4LIB' BB 249 996 SUBTOTAL: 189 SUBTOTAL: 70,481 ORNAMENTALTREES AC2 6 SMALL AMELANCHIERCANADENSIS $HADBLOW SERNCEBERRY 1112-1314'C.4LI8' B+B 130 780 CC 8 SMALL CERCIS CANADENSIS EASTERN REDBUD 11/2-1311 B+B 124 992 CK 6 SMALL CORNUS KOUSA KOUS4 DOGWOOD 1171-1314'CALIB' B+B 128 768 CPY 5 SMALL CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1112-1314'C.4LI8' B+B 145 725 MV 11 SMALL MAGNOLIA VIRGINKNA SWEETRAY MAGNOLIA 11n-131116 B+B 113 1,243 MXS 10 SMALL MAGNOLIA SODUNGIANA SAUCER MAGNOLIA 11n-1314'CALIB' B+B 145 1,450 OV 5 SMALL OSTRYAVIRGINIANA AMERICAN HOPHORNBEAM 1171-1314'C.4LIB' B B 99 495 SUBTOTAL: 51 SUBTOTAL: 6,453 EVERGREEN TREES CAG 7 URGE CEDRUS ATLANTICA'GUUCA' BLUE ATLAS CEDAR VIAT. B+B 41 287 CJY 9 MEDIUM CRYPTOMERIAJAPONICA'YOSHINO' YOSHINOJAPANESE CEDAR SINT. B+B 123 1,107 CLY 15 MEDIUM X CUPRESSOCYPARIS LEYUNDII LEYUNDCYPRESS FHT. B+B 23 345 CT 13 MEDIUM CHAMAECYPARIS UWISONIANA LAWISON FALSECYPRES$ 81HT. BiB 143 1,859 10 5 SMALL ILEX OPACA AMERICAN HOLLY SINT. B+B 56 283 I0 11 SMALL ILIXXFOSTERI POSTER'S HOLLY FHT. 8+B 16 176 IXN 14 SMALL ILEXX'NELLIE R. $TEVEN' NELLIE R. STEVEN5 HOLLY 8'HT. BB 44 616 JV 9 SMALL JUNIPERUSVIRGINIANA EASTERN RED CEDAR SINT. B+B 16 144 FLAB 12 URGE PICEAABIES NORWAY SPRUCE FHT. B+B 41 492 P$ 9 URGE PINU$$TROBUS EASTERN WHITE PINE 8'HT. BiB 118 1,062 PSL 4 LARGE PINUS SYLVESTRIS SCOTCH PINE BHT. BB 90 360 PT 10 URGE I PNUSTHUNBERG ANA JAPPNESEBUCKP NE 8'HT 8B 143 1430 , PTAE 13 URGE PINUS TAEDA LOPLOLLY PINE 8'HT. B B 207 2691 , TOE 15 SMALL THUJA OCCIDENTALIS'EMERALD' EMERALD GREEN ARBORVITAE SINT. B+B 10 150 TIPS 6 SMALL THWA PUGATA'GREEN GIANT GREEN GIANT ARBORVITAE FHT. B+B 7 42 SUBTOTAL: 152 SUBTOTAL: 11,041 DECIDUOUSSHRUBS PAB 55 NA ARONNARBUFIFOUABRILLIANTISSIMA' RED CHOIO:BERRY 1824'HF. #3 CAN 7 385 CA 55 NA CLETHRAALNIFOLIA SUMMER$WEETCLETHRA 18-24'Kr. #SCAN 16 1 CAS 40 NA CORNUSALB4'SIBIRICA' SIBERIAN DOGWOOD %24'HT. #3 CAN 28 1,120 CFL 35 NA CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 1824'HT. #3 CAN 26 910 CSK 18 NA OORNU$ SERICEA'KELSEYI' KELSEY DOGWOOD 18-W WE #SCAN 72 1,296 HQSQ 13 NA HYDRANGEA QUERCIFOLIA'SNOW QUEEN' OPHLEAF HYDRANGEA 1824'HT. #3 CAN 16 20B HV 25 NA HAMAMELIS VERNALIS VERNAL WITCHHAZEL 1824'HF. #3 CAN 23 575 IV 53 NA ITEA VIRGINICANENRYS GARNET GARNET SWEETSPIRE 18-24'Kr. #3 CAN 64 3,392 RAI 70 NA RHUSAROMATICA"GRULOW GRO{OW SUMAC %24'HT. #3 CAN 33 VOID VD5 31 NA VIBURNUM DEMATUM ARROWWOOD VIBURNUM 1821r W. #3 CAN 31 %1 SUBTOTAL: 385 SUBTOTAL: 12,037 EVERGREEN SHRUBS I1 80 NA ILEX CORNUTA'BURFORDII' BURFORD HOLLY 1824'HT. #3 CAN 57 4,560 ICC 21 NA ILEX CRENATA COMPACTA' COMPACT JPPANESE HOLLY 1824'HT. #3 CAN 1fi 336 IGS 95 NA ILEX GUBRA'SHAMROCK' SHAMROCK INKBERRY HOLLY WVHT. #3 CAN 23 2,185 JCH 56 NA JUNIPERUS CHINENSIS'HI HERJUNIPER 1824'HT. #3 CAN 11 616 MAQ 12 NA MAHONIAAQUIFOLIUM'COMPACTIM' COMPACT OREGON GFAPEHOLLY 1824'HT. #3 CAN 2 24 MYC 30 NA MYRICACERIFERA WAX MYRTLE WVHT. #3 CAN 44 1,320 RM 27 NA RHODODENDRON MAXIMUM'ROSEBAY ROSEBAY RHODODENDRON 1824'HT. #3 CAN 13 351 RPJM 23 NA RHODODENDRON CAROUNIANAX PJM PJM RHODODENDRON 18241HF. #SCAN 13 299 TBR 125 NA TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW WVHT. #3 CAN 28 3,500 VR5 27 NA VIBURNUM X RHYFIDOPHYLLUM LEATHERLEAF VIBURNUM 1824'HT. #3 CAN 64 1,728 SUBTOTAL: 496 SUBTOTAL: 14,919 OFFSITE LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. IHT. CONT. SHADE TREES AROG 13 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3'CAL.112-14' B+8 UAP 10 ULMUSAMERICANA'PRINCETOM PRINCETON AMERICAN ELM 3"CAL.112-14' B+B SUBTOTAL: 23 DECIDUOUSSHRUBS HV 18 HAMAMELIS VERI4ALIS VERNAL WRCHHAZEL 34'HT. B SPREAD B+B FALL 30 RHUSAROMATICA"GRULOW GRO{OW SUMAC 12-1111 SPREAD #1 CAN SEE 70 SPIRPEAX BUMALDA'GOLDFUMF GOLD FUME SPIREA 1511 #3 CAN SUBTOTAL: 118 EVERGREEN SHRUBS ICC 60 ILEXCRENATA'COMPACIFN COMPACT JAPANESE HOLLY 24301 B SPREAD #3 CAN MYC 9 MYRICA CERIFERA WA%MYRTLE 4'L'HT.B SPREAD B+B VR5 21 VIBURNUMX RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 5'MIN. 6+C SUBTOTAL: 90 z Z EE W W Z W WF m W C72. W W C7 Z _ 5: _ W F W Q 2n W _J a Y z' Cn7�QQZ O ZED,< LY ZJO0-W Q Z Vj ll (3-� _ Q J U W H callDID 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 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 ra-WH Iris F;M%N 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 AROG 9 ACER RUBRUM'OCTOBER GLORY OCTOBER GLORY RED MAPLE 11R-1314"CAL. IB' BB BN 7 BETULANIGRA MULTI STEM RIVER BIRCH 1112-1314'CAL.18' B+B CB 11 CARPINUSBETULLS EUROPEAN HORNBEAM 11112-1314'CAL.18' B+B CLK 6 CLADRASTISKENTUKEA YELLOWWOOD 1 112 -1314" CAL. 18' B+B FSY 9 FAGUSGRANDIFOLIA AMERICANBEECH 1112-1314'CAL.18' B+B GO 2 GYMNOCLADUS DIOCUS KENTUCKY COFFEE TREE 1117-1314'CAL.I8' B+B GTI 14 GLEDITSIATRIACANTHOS INERMIS THORNLESS HONEYLOCUST 1 112 -1314" CAL. 18' B+B LS1 4 UQUIDAMBER STYRACIFLUA SWEETG'JM 1112-1314'CAL.18' B+B OP2 10 QUERCUSPALUSTRIS PIN OAK 1112-1314'CAL.18' B+B OPH2 6 OUERCUS PHELLOS W'ILLOWOAA 1 112 -1314" CAL. 18' B+B SA 6 SASSAFRAS PLBIDUM SASSAFRAS 11R-1314"CAL.IB' B+B SJR 3 SOPHORAJAPONICATEGENT REGENT JAPANESE PAGODATREE 1112-1314'CAL.IB' B+B LAP 8 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 1 112 -1314" CAL. 18' B+B SUBTOTAL: 95 ORNAMENTAL TREES AC2 6 AMELANCHIER CANADENSIS MULTI STEM SHADBLOW SERVICEBERRY 1112 -1314" CAL. 18' B+B CK 1 CORNUS KOUSA KOUSA DOGWOOD 1112-1314'CAL.18' B+B MY 9 MAGNOLNVIRGINIANA SWEETSAY MAGNOLIA 1112-13117 CAL. l8' B+B MXS 10 MAGNOLIA SOULANGMNA SAUCERMAGNOLLA 1112-1314"CAL. 18' B+B SUBTOTAL: 26 EVERGREEN TREES CJY 6 CRYPTOMERIAJAPONICA'YOSHINO' YOSHINO JAPANESE CEDAR BHT. B+B CLY 10 XCUPRESSOCYPARIS LEYLANDII UPLAND CYPRESS B'HT. B+B CT 3 CHAMAECYPARIS LAWSONIANA LAWSON FALSECYPRESS BHr. B+B 10 5 ILEXOPACA AMERICAN HOLLY BHT. B+B DT2 3 ILEX FOSTERI FOSTER'SHOLLY B'HT. B+B 0(N 7 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENS' HOLLY 6 Hr. B+B JV 3 JUNIPERUSVIRGINIANA EASTERN RED CEDAR BHT. B+B PS 7 PINUS STROBUS EASTERN WHITE PINE 8'HT. B+B PSL 4 PINUS SYLVESTRIS SCOTCH PINE B'Kr. B+B PTAE 13 PINUSTAEDA LOPLOLLY PINE BHT. B+B TPG 6 THIJJAPLICAWGREEN GIANT GREEN GIANTARBORV rAE B' HT. B+B SUBTOTAL: 67 LANDSCAPE SCHEDULE - C-704 KEY QTY. BOTANICAL NAME COMMON NAME CAL./HT. CONT. DECIDUOUS SHRUBS AAB 47 ARONIAARBUTIFOLIA'BRILLMNTISSIMA' RED CHOKEBERRY 18-24"HT. #3 CAN CA 55 CLETHRAALNIFOUA SUMMERSWEETCLETHRA 18-247HT. #3 CAN CAB 35 CORNUSALBA'SIBIRICA' SIBERIAN DOGWOOD 18-24"HT. #3 CAN CFL 26 CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 18-24"HT. #3 CAN HV 31 HAMAMELISVERNALIS VERNAL'MTCHHAZEL 18-247HT. #3 CAN IV 46 ITEAVIRGINICA'HENRYS GARNET GARNET SW'EETSPIRE 18-24"HT. #3CAN SBG 70 SPIRAEA X BUMALDA'GOLDFLAME' GOLD FLAME SPIREA 18-2THT. #3 CAN SUBTOTAL 310 EVERGREEN SHRUBS ICBUR 14 ILE)(CORNUTA'BURFORDII' BURFORD HOLLY 18-24"HT. #3 CAN ICC 60 ILEXCRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24"HT. #3 CAN JCH 13 JUNIPERUS CHINENSIS'HETZIr HETZJUNIPER 18-24Hr. #3 CAN MAO 12 MAHONIAAQUIFODUM'COMPACTLM COMPACT OREGON GRAPEHOLLY 18-24"HT. #3 CAN RM 21 RHODODENDRON MAXIMUM'ROSEBA' ROSERAY RHODODENDRON 18-24"HT. #3 CAN RPJM 23 RHODODENDRON CAROLINIANAXPJM PJM RHODODENDRON 18-24"Hr. #3 CAN TBR 75 TAXUS BAOCATA'REPANDENS' SPREADING ENGLISH YEW 18-2C HT. #3 CAN VR5 48 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 18-24"Hr.. #3 CAN SUBTOTAL: 266 �yV, Pal y �g5 �r✓� , � :boo __ :�: .100100 -- ;, G - ICC IN 1 \ 1 - \\ 14 \ ` �•` a — ON' ` �\ `�'' 1 APPROX LOC. 0 00,Ef` OF kEPCO EASEMENT ` 0� o . �' f OB. 469 PG 491 (TB�f -- ---- P' 1 ' IJ1• \N, e IN V / l/ IN 480R IN IN I IN IN NNN NI IN \ 1 1 , I \ `- _-— ---- -- - - \ ------------------ - r \ I - _`-_ so \ i r-----_-_—----------------- ____________- _----- --- - — awe \ _ an u qn 502 9 '/ - __ _ „ IN HV / , r f 170 SBG CFL , 'i UAP y fII ICC `-' s // ! / IT C �Gh 0 BUILDING 4 FFE = 490.25 mo�l0, Q � MATCHLINE liefuA�w��A��Sr�-I�A�� ire 01 0 177�IJ'r VE 1 1 1 1 , INNI BUILDING 3 FFE = 490.25 / �N W01 / " R LEGEND / EXISTING DRIP LINE TO REMAIN 3 CLOD LOD— LIMITS OF DISTURBANCE w a s wLL� / EXISTING EVERGREEN AND Z F w m o C7 Z�ZTnU g Z W DECIDUOUS TREES TO REMAIN w O U C7 U 8y (7 Z OJ W (n i W wy FWQ2�WZ g� It HATCH LEGEND coa a Z a rap W Z F H how --- rv\+ �UQUa�Z�EXISTING TREE CANOPY COVER of U v UZQTO BE PRESERVED±75,084 SF Of n d COUNTED TOWARD TREECANOPY REQUIREMENTS Q ® Of \ EXISTING TREE CANOPY COVER TO BE PRESERVED PRE - ± 21 4 F <s S 8 OS O �IS NOT COUNTED TOWARD TREE CANOPY REQUIREMENTS IS CB ` SEE LANDSCAPE NOTES PROVIDED _ \ /------ ON SHEET C-705 AND C-706 REVISIONS REV DATE COMMENT DRAwx� i 1 01/10/22 COUNTYCOMMENTS MG/PM IN IN IN -------------------------- IN- — _ - --' Know whars below. \ I IN Call before you dig. NS \ \ ALWAYS CALL 811 IN 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 r3 DRAWN BY: MEG / PM CHECKED BY: RTY DATE: 09/30/2021 CAD I.D.: DMP-0 PROJECT: �`\`\` \ ,\\ \ FINAL \\` \ ` `` \``� ;\ `\`� ``` \ \ \ `` ` `\` ```\ \\ \ \` ``'� y1�'`A• ,` \ ``, , I SITE PLAN w \ m FOR RST RESIDENCES 1 ; `\ \ \ \\ `\ `\ \\ ; / ; `, � ; I '\ l\ '\ `\ \ PROPOSED i ` \ ` \ ` ` LOCATION 1 1 I 1 , , \ \ , \ ` \ \ ` � SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA GD \ 0 LER// 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804) 893-8200 VA@BohlerEng.com 0 • ;, ' 1 1 � � V A A A A A A A A, 1 N YA R C. No. 0402056625 � DT2 54 01/10/2022 G`t1��ll , `\\ \ ``\ ` SHEET TITLE: -IN LANDSCAPE - MV PLAN 07 SHEET NUMBER: C-704 \\ �`` REVISION 1 - 01/10/22 a N J N N O N Q N C m a J N N O N Q N C N F �D O a t� �1 O � � I I 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 ME 2 MEDIUM AESCULUSCARNEA RED HORSECHESTNUT 1112-1 WCAL.19 B+B 151 302 BN 7 LARGE BETULINIGRA MULTI STEM RIVER BIRCH 1112-13W CAL. 18' B+B 397 2,779 CB 11 MEDIUM CARPINUS BETULUS EUROPEAN HORNBEAM IQ-131V CAL. 18' B-B 177 1,947 CCA 1 SMALL CARPINUSCAROLINIANA AMERICAN HORNBEAM 11Q-1 WCAL.18' B+B 129 129 CJK 6 MEDIUM CERCIDIPHYLLUM JAPONICUM JAPANESE KATSURA 1112-13WCAL.18' B+B 222 1,332 CLK 6 SMALL CIADRASTIS KENTUKEA YBLOWWOOD IQ-131V CAL. 18' B-B 289 1,734 FSY 9 LARGE FAGUS GRANDIFOLIA AMERICAN BEECH 11Q-1 WCAL.18' B+B 327 2,943 GO 4 LARGE GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 1112-13WCAL.18' B+B 570 2,280 GTI 44 LARGE GLEDITSIA TRRCANTHOS INERMIS THORNLESS HONEYLOCUST 1112-131VCAL.18' B-B 424 18,656 1-81 4 LARGE LIQUIDAMBER STYRACIFLUA SWEETGUM 11Q-1 WCAL.18' B+B 249 996 NS 3 LARGE NYSSA SYLVATICA SOURGUMORTUPELO 1112-13W CAL. 18' B+B 123 369 PLO 5 LARGE PLATANUSOCCIDENTALS AMERICAN SYCAMORE IQ-131V CAL. 18' B-B 1253 6,265 OP2 41 LARGE QUERCUS PALUSTRIS PIN OAR 11Q-1 WCAL.18' B+B 370 15,170 QPH2 33 LARGE QUERCUS PHELLOS W'ULLOWOAA 1112-13WCA-.18' B+B 370 12,210 SA 6 MEDIUM SASSAFRAS ALBIDUM SASSAFRAS IQ-1314'CAL. 18, B-B 197 1,182 SJR 3 MEDIUM SOPHORA JAPONICA°REGENT" REGENT JAPANESE PAGODATREE 110-1 WCAL.18' B+B 397 M91 TCG 4 LARGE TILM CORDATA'GREENSPIRE' GREENSPIRE LINDEN 1112-13WCAL.18' B+B 249 996 SUBTOTAL 189 SUBTOTAL: 70,481 ORNAMENTAL TREES AC2 6 SMALL AMELANCHIER CANADENSIS SHADBLOWSERVICEBERRY 1112-1314"CAL. 18' B+B 130 780 CC 8 SMALL CERCIS CANADENSIS EASTERN REDBUD 1112-1314'CAL.18' B-B 124 992 CK 6 SMALL CORNUSKOUSA KOUSA DOGWOOD 1 W-1314'CAL. 18' B+B 128 768 CPY 5 SMALL CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1112-1314'CAL.18' B+B M5 725 MV 11 SMALL MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 1112-1314'CAL.18 B-B 113 1,243 MXS 10 SMALL MAGNOLIA X SOULANGIANA SAUCERMAGNOLIA 1W-1314'CAL. 18' B+B 145 1,450 OV 5 SMALL OSTRYA VIRGINMNA AMERICAN HOPHORNBEAM 1112-1314-CAL.19 B+B 99 495 SUBTOTAL 51 SUBTOTAL: 6,453 EVERGREEN TREES CAG 7 LARGE CEDRUS ATWJTICA'GLAUCA' BLUE ATLAS CEDAR 8'HT. B+B 41 287 GUY 9 MEDIUM CRYPTOMERIA JAPONICA TOSHINO YOSHINO JAPANESE CEDAR 8'HT. B-B 123 1,107 CLY 15 MEDIUM X CUPRESSOCYPARIS LEVLANDII LEYLAND CYPRESS 8'HT. B+B 23 345 CT 13 MEDIUM CHAMAECYPARIS IAWSONRNA LAWSON FALSECYPRESS 8' HT. B+B W 1,859 10 5 SMALL ILEX OPACA AMERICAN HOLLY 8'HT. B-B 56 280 IXF2 11 SMALL ILEX X FOSTERI FOSTERS HOLLY 8'HT. B+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 ifi 144 PMB 12 LARGE PICEAABIES NORWAY SPRUCE 8'HT. B+B 41 492 PS 9 LARGE PINUS STROBUS EASTERN WHITE PINE 8' HT. B+B 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 TING 6 SMALL THUJA PLICATA'GREEN GIANT GREEN DIANP ARBORVITAE 8'HT. B+B 7 42 SUBTOTAL'. 152 SUBTOTAL: 11,041 DECIDUOUSSHRUBS AAB 55 NA ARONIAARBUTIFOLM'BRILLLANTISSIMA' RED CHOKEBERRY 18-29 HT. #3 CAN 7 385 CA 55 NA CLETHRAALNIFOLM SUMMERSWEET CLETHRA 18-Y HT. #3 CAN ifi 880 CAS 40 NA CORNUSALBA'SIBIMCA' SIBERIAN DOGWOOD 18-24"HT. #3 CAN 28 1,120 CFL 35 NA CALYCANTHUS FLORIDUS COMMON SWEET SHRUB 18-YHT. #3 CAN 26 910 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 25 NA HAMAMELISVERNALIB VERNAL WITCHR42EL 18-Y HT. #3 CAN 23 575 IV 53 NA ITEAARGINICA'HENRY'S GARNET GARNET SWEETSPIRE 18-YHT. #3 CAN 64 3,392 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'. 395 SUBTOTAL: 12,037 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-MHT. #3 CAN 23 2,185 JCH 56 NA JUNIPERUS CHINENSIS'HETZ11' HETZJUNIPER 18-24" HT. #3 CAN 11 616 MAQ 12 NA MAHONIAAQUIFOLIUM'COMPACTUM' COMPACT OREGON GRAPEHOLLY 18-YHT. #3 CAN 2 24 MYC 30 NA MYRCACERIFERA 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 RPJM 23 NA RHODODENDRON CAROLINMNAX PJM PJM RHODODENDRON 18-MHT. #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 CRENATA'COMPACTA' 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) X 436 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% "V 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 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% 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 114,931 SF 2.64 AC TOTAL CANOPY PROVIDED 190,015 (22.36%) 4.36 (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 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 *0 259 259 259 100% "8" 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% SMALLTREE 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 I 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 16% SMALLTREE 0 22 22 27% TOTAL *0 81 1 81 81 100% DECIDUOUS I 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. J 0 m Z_ EE W W UI Tn Z W O ZDZWO Z W H (!) W > Ur Z W W V) j W z LU of U) F W Q 2 W Z >zc)W<n0 (n 7 2 Q In CD Q Z Q zU)2 W ZFH 0zW< 0 Q J WD U) W Z Z D- Q d J FY U W H REVISIONS REV I DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS I ... .. ...� 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 TH F;M%N YALIUER 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 �12'� 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 Tn Z W 0z5zU) Z LU H U W Ur ZW WUJ jW zrc9oofm F W Q 2 W Z (n � of Z U W O U)Z)m Q10ZQ Z OF) W ZFF 0zof< 0 H 0 Q U D_ Q J O D� Of W Z Z D- Q a Q of J F U W H U) REVISIONS ' REV DATE COMMENT cxECxeD er 1 01/10/22 COUNTY COMMENTS MGIPM • Know whars 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 RYANYAUGER Lic. 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S/NGLE FAM/LY RES/ ENT/AL ( % BLOCK ✓-TEAKWOOD PHAS 2 o USE.• SINGLE FAM/L Y RES/DENT/AL F EST LAKES SOUTH B CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAXIMIN PT SP CUR PT SPC TB BLDG 1 PARKING 3.6 8.2 0.6 6.0 13.7 10 10 BLDG 2 PARKING 3.0 7.2 0.5 6.0 14.4 10 10 BLDG 3 PARKING 3.3 7.3 0.7 4.7 10.4 10 10 BLDG 4 PARKING 3.7 6.9 0.8 4.6 8.6 10 10 OVERFLOW PARKING 3.0 8.1 0.4 7.6 20.3 10 10 PRIVATE ROAD C 1.9 5.9 0.2 9.5 29.5 10 10 TRAVELWAY A-B 2.2 5.9 0.2 11.0 29.5 10 10 TRAVELWAY C-D 1.9 6.1 0.1 19.2 61.0 10 10 LUMINAIRE SCHEDULE WLS18018 RST ALBEMARLE CO ALBEMARLE CO, VA PM: ROBBY PLEASE EMAIL ROBBY AT RRUDASILL@WLSLIGHTING.COM FOR PRICING SYMBOL QTY LABEL LUMENS LLF DESCRIPTION LUM. WATTS 7 A N.A. 0.980 WLS-A-L-B-22L-40K7-5N-SLW 20'MOUNTING HEIGHT 132 1 B N.A. 0.980 WLS-A-L-B-22L-40K7-5N-SLW 20'MOUNTING HEIGHT 132 3 C N.A. 0.980 WLS-A-L-B-22L-40K7-4M-SLW 20'MOUNTING HEIGHT 132 OL7 14 D N.A. 0.980 WLS-A-L-B-22L-40K7-4M-BLSLF-SLW 20'MOUNTING HEIGHT 132 17 E N.A. 0.980 WLS-EDR-5M-06-E-700-0OK-SLW 16' MOUNTING HEIGHT 134 ■ 21 F N.A. 0.980 WLS-EDR-3M8-06-E-525-40K-SLW 16' MOUNTING HEIGHT 103 LIGHTING PLAN NOTES: 1. ALL FIXUTRES ARE 4000K 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 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. 3. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. 4. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. FIXTURES A, B, C, D FIXTURES E, F rN 60 30 15 0 60 1 "= 60' J 0 m U Z W W W U) Z W U Zjz(AU Z LU H U W> (.Jx ZW of W zrCDL=WOOf(0 F W Q 2 W Z _J>zULU00 a)Z)2QQz< z U)2Wzp: 0"<a- OL Q J 0 U) W Z Z d Q 0 J FY U W I- Ci REVISIONS ' REV DATE COMMENT cxECxE er 1 01/10/22 COUNTY COMMENTS MGIPM • 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 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 _,a WH e.. R9%N YAUGER Lic. No. 0402056625 1 01/10/2022 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-710 B. 1642 PG. 383 ZON/TUG. PU (PLANNED UNIT DEVELO ENT) USE. /NGLE FAM/LY RES/DENT/AL ` REVISION 1 - 01/10/22 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAXIMIN PT SP CUR PT SPC TB BLDG 1 PARKING 3.6 8.2 0.6 6.0 13.7 10 10 BLDG 2 PARKING 3.0 7.2 0.5 6.0 14.4 10 10 BLDG 3 PARKING 3.3 7.3 0.7 4.7 10.4 10 10 BLDG4 PARKING 3.7 6.9 0.8 4.6 8.6 10 10 OVERFLOW PARKING 3.0 8.1 0.4 7.6 20.3 10 10 PRIVATE ROAD C 1.9 5.9 0.2 9.5 29.5 10 10 TRAVELWAY A-B 2.2 5.9 0.2 11.0 29.5 10 10 TRAVELWAY C-D 1.9 6.1 0.1 19.2 61.0 10 10 LUMINAIRE SCHEDULE WLS18018 RST ALBEMARLE CO ALBEMARLE CO, VA PM: ROBBY PLEASE EMAIL ROBBY AT RRUDASILL@WLSLIGHTING.COM FOR PRICING SYMBOL QTY LABEL LUMENS LLF DESCRIPTION LUM. WATTS � 7 A N.A. 0.980 WLS-A-L-B-22L-4OK7-5N-SLW 20' MOUNTING HEIGHT 132 , B N.A. 0.980 WLS-A-L-B-22L-4OK7-5N-SLW 20' MOUNTING HEIGHT 132 3 C N.A. 0.980 WLS-A-L-B-22L-0oK7-4M-SLW 20' MOUNTING HEIGHT 132 OJ 14 D N.A. 0.980 WLS-A-L-B-22L-4OK7-4M-BLSLF-SLW 20' MOUNTING HEIGHT 132 c 17 E N.A. 0.980 WLS-EDR-5M-06-E-700-40K-SLW 16' MOUNTING HEIGHT 134 ■ 21 F N.A. 0.980 WLS-EDR-3MB-06-E-525-40K-SLW 16'MOUNTING HEIGHT 103 0.0 V.I t.4 2. 0 0.7 5.3 2.5 0.1 1 p6 ' . '0.3 '1.6 '0.6 '5.0 '1.1 '4.3 '2.1 '0.1 / `0.1 `0.7 `2.1 `1.2 " : r `0.7 6.1 "2.5 '2.2 '5.4 0.2 \ '0.2 ' • , '1. 1. '6.0 '2.6 !0 '0.2 / / `0.0 `0.4 `1. `1.6 `0.9 `6.4 `3.7 '5.6 2.2 O 0.1 '0.1 '1.7 '1.5 '4.2 '1 '2.2 '4.2 'U.3 _--- / '0.0 `0.2 /� '1:9 '1.•.a` '4.8 `2.7 '3.2 0.2 '0.1 4 \'1. '2.3 ' '5.0 • ' `' '1.3 '4.1 '2` '0.1 \ LANDS N/F '0.1 `0.6 `1.7 ' .1 `2.9 `3.1 :a• `1.9 "5.2 0.5 / 6.0 o.&. z. 5.9 4.6 0.2 WOOD PROPERTY INVESTMENTS,, 0.1 • � 0.3 1. 2.8 1.6 2.8 1.2 5.3 3.&00 0.1 D. B. 3878 PG 380 / 0. 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'4.1 4.4 '4. 4.1 5.7LMATCHL I N E - S H E ET C-713::.. '3.6 ,2.3 ; '1.4 ,2., '4.7 '0.2 ,6. ''23 '0.9 '4.3 '1.3 '4.5 '5. `4.2 `2.5 . •, `1.3 '2.\\6 `0.1 LIGHTING PLAN NOTES: 1. ALL FIXUTRES ARE 4000K 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 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. 3. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. 4. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 30 15 7.5 0 30 1 "= 30' J 0 m (9 z E W W W rn z W C7 ZjZ(nU 0 Z W W> W t=oEZm cI.gDQ 2 W >Z0WInp a U) 2 U-I Q z cn2LLIZFF 0z<of W0 Q J W 0 U) W Z z as > D- < of U W H REVISIONS ' REV DATE I COMMENT cxECxE er 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.: 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@BohierEng.com F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-711 REVISION 1 - 01/10/22 LMATCHLINE -SHEET C-711U2-0.2 05 0599 2 3. 0.3 � '0.5 1.3 1.8 •2.2 �8. 1.4 3.7 '3.2 0.1 \ 0.2 t .3 `1.3 3.7 '4.4 4.0 .3.5 .4.1 4. / 0.6 + � \ •, 1 � �j `0. ,0.2 ' .2 ,0.3 ,0.5 1 `3.3 .4.5 '4.2 ,4.2 ,0.3 \ 0.3 ,0.5 '0.9 •`3.4 ,4.7 `6 4. ,4.0 .4.4 ((((((��� 0.3 '0. 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PROP."KEEP ! �0 0 '.0 , .. +`1A• .. 1.7 '1.1 BIGHT"SIGN 10 <0 `3.9 `• . .•'':y `g+_. '2] �'2.2 '0.0 - O �2.d .:-:. v / \ (R4-7) •0.0 0.0 .r.- '2.0 ,2.7 O' �.'. .'1.3 v.._ i. 3 - _a '1.1 '1.1 2: ,��:'�. '2.2 `I `1.6 ° '5 FFE=480.75 0.0 0 0 '0 - f .2 •0.5 '1.9 2 3 ... 0 "? "' •1,°":.:Y ;- y3'� 1.9 2.0 FFE = 476.75 FFE = 480.50 `0.8 ,0.5 GFE = 480.08 ^� �. \\ 1 :0::::. $� _ ..:.�t. d� .... .. _ ..r . �.`115. I 0. GFE = 476.08 y a; GFE = 479.83 '0.4 '0.0 .3 '4.3 i .:a'"0.6'; . ! e- 2.2 .1.7 - `0. 0.0 `0.0 y.p '0 - .0.5 ' ; E ,. 0.2 ... A3L' 2.j '1.2 .� "0.2 FFE = 480.08 '0.0 .3 - '0.4 '- '00'.3'.' " 3.4 FFE = 479.83 '0'1 GFE = 479.42 a.Q: " FFE = 476.08 `0.0 •0'4 0.3 *°3 ' .`',f 2. 4.7I GFE =475.42 _ GFE =479.17 `0.1 t ' < _ 4 •0.2 '0.2 .0.z '- ° + `z.a0.1 `0.0 :..: DI.:: 0 i 8: ,0. `0.2 2.4 4 '0.1 '0.1 J .2 •0.1 '0. T 1.1 0 ° 0.1 '0.1 •0.1 '0.1 `Ol4 "4.6 '0.1 ,0 FFE = 479.42 �0. :. pa '0.1 ,0.1 '0.1 `0. +' 3.1 FFE = 479.17 GFE = 478.75 0.0 .0 .0 , 1 0.1 .0,1 `3� FFE=475.42 GFE=478.50 '0.1 GFE=474.75 _ ��.Ui '0.1 `0.1 `0.1 ,3 '1.2 < : ' '0.1 '0.0 -:::::o:: 0v 0.0 .(( '0.0 `0.1 '0.1 '2.1 a b °$ 0!d 0.0 0.0 0.0 ° o.o o.o o.o o.o - 1.a I o.2 o.z '0 '0.0 '037'1 a` FFE=478.75 0 ,0.0- '0.0 '0.0 1.6 '0.3 GFE = 478.08 FFE = 474.75 FFE = 478.50 `0.4 `0.0 _A: 0.0 r'�`0.0 .0.0 .0.0 0.0 ,0.0 '0.1 ,� 4 `p, - '.J_... GFE=477.83 `0.6 01GFE =474.08 0.0 :: Q: Q o '0.0 '0.0 `0.0 '0.0 ,0.2 '1.4 ,1.0 .1 '0. '0.0 0 v F '� I{� '0.0 .0.0 '0.0 •0.0 '1.1 ' 0 '�.� s '0.0 0.0 0.0•0.0 `1.6 FFE = 478.08 i s '0.0 '0.0 2.2 I `1.7 '1.4 p 0.0 '0.0'I. FFE = 474.08 FFE = 477.83 GFE = 477.42 0. 0.0 `0.0 `0.0 •0.0 '+ �2. .3.4 GFE = 473.42 _ J GFE = 477.17 2.8 oo' L '' o.o o.o I■ ,p f0.0 `; 4 '0.0 0.0 `0.0 3.6 .`.5 '-..<. 3.9 / 1 - 3.7 0.0 `0.1 F f-. . ,p.. '0.0 '0.0 .0.0 ' `4.8 '0. '4.5 .2 FFE=477.42 0.0 I 0.0 0.0 '0.2 I'2.8 GFE = 476.75 . •- `0.0 I FFE = 477.17 r '0 0 0,0 0 "0.0 _ ,� . '6.0 FFE = 473.42 GFE = 476.50.17 `5.3 0. 0 J[c.. '0.0 ,B `0.0 V `1.2 GFE=472.75 .. -.. •.' r :. '0.3 "4.2 .0.! '0.0 '0.0 '0.0 ,0.0 '3.8 I, •a : 3. 0.0 I' .0 _:. '0.0 `0.0 '0.1 •9 2.8 •0.6 2.4 0 '0.0 '0.0 L, '3.8 0.0 0.0 ,0.0 A.0 `0.0 ,0.0 -0.0 '1.2 0.6 `0.4 `0.4 0.5 , 6 0.3 `2.7 '0.0 v �0.0 I'0.5 '0.8 '0.4 '0.7 ° '0.5 0.0 �::. .. 0.0 `0.0 Q 0 0.. `0.5 '0.6 •1.1 '1.3 ,1.6 9 _ '0.0 / 0.0 '0.1 i `0.0 .6 '0.7 '1.1 '0.8 "1.2 _ 0.7 0. 0.0 I I `0. 0.0 '0.0 0.0 I '0.7_'I.4 2.0 =2.3 .r6_ -'0.6 .,FO_ 2.3 _ '1.2 -41 -0.8 =0.9- "0.2 •0.0 0 ° ` .I .0 / I 'U.6 -3.6- `2.3 3.2 "0.1 '0.0 00 51 0.8 07 48 0.9 04 00 0.0 `0.0 : [ 13 [: ra: r 0.0 I 01 -�qyE //y[�7 , A.1 0 0.5 2.9 .4.8 2.9 ,1.4 1.5 5.0 .3 0.8 .0.7 ,0.0 .0.0 , . o.. .. , , �p ., `0.0 0. '0.7 `4.4 `0.5 '0. •0.0 , 0.•: ` .6 1.3 1 `0.0 00 p 0.0 >. '0� 0.0 R/M=465 .9 : "1.1 , Q:. 0. /NV0.05912. '0.2 0.5 '41 ,. .•T ._.3 -... ,..:•-..: �.�-:...,tY.4T-:. •� :. ::J_ •-.-r;::`.-d6:..c:.. r..._ F p .. , 0.2 ..- , j 0.0': «,.0:+ 0.0 ✓.+:- 0.0 0.1 2 0.7 0.8 0.4 0.7 02 1.6 0.7 0.3 0.2 0.1 0.0 00 °° 0.0 0.0 0. q b.o 0.0 ° 0.z ° t 0.0 S1 �° 0.0 g: 0, ro 0.0 I 0.0 0.2 0.5 0.1 0.2 D 1 0.2 0.2 0.1 1 '0.0 :. + D. •0.0 ` '0 2 `0.1 `° 2 '01 'O 1 ,0.1 `01 •0.1 '0 0 0 0 •( o.b o.o o.o J..'0.0 i>�ad 10 o., o.o .0 o.o o.0 0.0 °., o.o ' Q:: if '0.0 0.1 , '0.1 `0.0 '0.0 _0.0 '0.1 0.1 'O.0 o...1 `o.0 1, I Go�Q$o o.o o.o /, io�b�o o.o 00 0.0 0.0 0.0 0.0 0.0 - °-° 0.--=o.o-. at -"0.1 o.o 0 .: �:p--'0.0-.-'O.o-- `0:� ,0.0 `0.0 0.0 o.o 0.0 ,�-�p•OY r •0.0 1,-''- ` B-r,o.o °�- p `o.o 0p 0.0 ,o.o o.o ,o.o 'o.o .0.0 `0.0 'o.o , 0.0 0.0 Ool "o.o (301 °O.o o.c fo.a v �° o.0 0.0 a o.0 o.o o.o -e.o /. 0.0 �� U9 . ^ o.o o.0 0.0 0.0 ��oo o� 0.0 0.0 o.0 0.01b o.o o.o o. 0.0 0.0 �b.o oQ10 a.o o.o _ _ o.o o.o �p�Qab.o O.o o.o 0 0.0 1 ' "0.0 , - 0 0.0 /'0.0 / 7 0.0 , '0.0 n n�OQI 0.0 U.0 0.0 '0.0� , 01 _ 0.0 0.0 9.(�- '0.0 0.0 ` .0- '0.0 ,a0.0.0 0.0 ,0.0 '0.0 ,0.0 0.0 o.o o.o ° 0.0 0.0 0.0 0.0 0.0 0.0 INV--449. B7 ' .p r `0.0 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 `0.0 '0.0 . 0.0 0 `0.0 0.0 `0.0 `0.0 `0.0 '0.0 '0.0 0.0 ° ° 0 0 `0.0 '0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 a.o o.o , 0. ,0.0 0.0 •0.0 `'0.0 F 0 `0.0 ,0.0 .0.0 '0.0 ,0.0 '.0 '0.0 •0.0 `0.0 `0.0 '0.0 0.0 `0.0 '0.0 •0.0 ,0.0 'D.0 •0.0 ,0.0 0.0 '0.0 '0.0 '0.0 •0.0 '0.0 "0.0 "0.0 '0.0 • 1,0.0 '0.� `0.0 .0.0 0.0 \.0 ,0.0 ` '0.0 ,0, '0.0 .0.0 `0.0 '0.0 '0.0 '0.0 0.0 s '0.0 0.0 0.0 0.0 0.0 .0 0.( 0.0 I `p n `0.0 �.0 0.0 0.0 I `0.0 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAXIMIN PT SP CLR PT SPC TB BLDG 1 PARKING 3.6 8.2 0.6 6.0 13.7 10 10 BLDG 2 PARKING 3.0 7.2 0.5 6.0 14.4 10 10 BLDG 3 PARKING 3.3 7.3 0.7 4.7 10.4 10 10 BLDG 4 PARKING 3.7 6.9 0.8 4.6 8.6 10 10 OVERFLOW PARKING 3.0 8.1 0.4 7.6 20.3 10 10 PRIVATE ROAD C 1.9 5.9 0.2 9.5 29.5 10 10 TRAVELWAY A-B 2.2 5.9 0.2 11.0 29.5 10 10 TRAVELWAY C-D 1.9 V.I 0.1 19.2 61.0 10 10 LUMINAIRE SCHEDULE WLS18018 RST ALBEMARLE CO ALBEMARLE CO, VA PM: ROBBY PLEASE EMAIL ROBBY AT RRUDASILL@WLSLIGHTING.COM FOR PRICING SYMBOL QTY LABEL LUMENS LLF DESCRIPTION LUM. WATTS 11111111111411111 7 A N.A. 0.980 WLS-A-L-B-22L-40K7-5N-SLW 20' MOUNTING HEIGHT 132 em 1 B N.A. 0.980 WLS-A-L-B-22L-40K7-5N-SLW 20' MOUNTING HEIGHT 132 g 3 C N.A. 0.980 WLS-A-L-B-22L-40K7AM-SLW 20' MOUNTING HEIGHT 132 N 14 D N.A. 0.980 WLS-A-L-B-22L-40K7AM-BLSLF-SLW 20'MOUNTING HEIGHT 132 p 17 E N.A. 0.980 WLS-EDR-5M-06-E-700-40K-SLW 16 MOUNTING HEIGHT 134 ■ 21 F N.A. 0.980 WLS-EDR-3MB-06-E-525-40K-SLW 16' MOUNTING HEIGHT 103 LIGHTING PLAN NOTES: 1. ALL FIXUTRES ARE 4000K 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 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. 3. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. 4. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 30 15 7.5 0 30 1- 30' J 0 m Z EE W W W (n Z of W U ZDZ02 Z W H (!) W > Ur Z W W w j W z5 cOLWO 'U F W Q 2 W Z �>zUW<np (M 2<<z< zU)2 W ZFH 0zof< ~0 Q J O0 U) W Z Z d Q > a < of U W H U) REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 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. 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 -19 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-712 REVISION 1 - 01/10/22 '0.1 0.2 '0.2 0.3 ,0 - ,., «40 6.1 ,a.7 3.0 ,2.0 /\� V MATC H L I N E - S H E ET C- / 1 1 '3.4 2.9 2.8 2., 2.7 1 01.0 1.3 0.1 0.1 `0.2 .3 6 'a.5 -,,� 3.0 1.7 0.2 0.1 '0.3 , �. '5.1 '3.5 `0.2 `O.A `4.5 `4.5 '2.2 \ \1� '0.3 3 '4.2 , `3.4 '2.6 0.2 0.2 `0.5 0.7 '1. `3.5 .6 '2.6:, '3.6 '4.1 0.1 '0.3 « , ''. '4.5 'S.0 '2.4 '10 3.5 1(B O '3.3 `3.9 '0.7 ).2 , 0.5 0.9 , 4.0 '1.8 , • '34 .. :l:.i. -e4< '3.2 '4.9 '0.2 0.3 .«5.« 3.3 02.9 .2.8 -" '4.3 `4.0 0.0.5 1.1 ..<.+ 43 5.8 2.5 , 1.1 3.4 `•'27 '6.3 '0.5 00.2 « 0.9 «6.0 '3.9 .6 '1.7 '3.5 '3.3 `0.2 0.5 1.3 , . x - 1.8 q.. , .. - 4 `3.6 '0.6 '2.5 .1 3.6 4.0 0 « « 2.2 « 5.7 F °- . 6.1 « '0.8 '1.1 \ '3.4 < '2.6 '5.7 `0.5 0.4 1.4 2.6 4. a. 4.1 , 0.5 1.7 42 �.':3.0 021.4 ,-: '40 4. A '4.2 ® 21 �, .6'.� '4. .. ', 2.7 '5.2 .3 3.7 `3.5 5.3 , 0.9 ,; 0.7. F ' `33 '1.7 "4.1 '080.0 '.4 '4.1 'S. 'S.1 2.8 , .''A.b';'«: ,.42 0 •'0 - '2.4 '6.50.2 '4.2 `5.8 '4.4 '1.4 :, 04 ;,� '" '2.74.0 ).5 4.5 '4.2 'S. '5.9 '3.6 . ,'0.�:, - ' Q_7, : '3.3 _ '1.5 6.2 0.3 `0.9 `3.4 4. `5.6 `4.2 `2.1 '�• Q.4: 3 '• `2.8 '2.2 '0.1 '4.7 '4.0 '4. '6.0 3.0 2.8 10,9 -. ''" , '9.4'Y'3;4', : .0 '3.2 3.0 \0. '0.8 `3.8 '5. `4.4 '5.7 .0 ' .1 / '2.1,•... - ... 0.7 ,' :e . '3.0 '1.4 '4.7 '0.2 '1. '4.7 '5. '4. 'S.6 3.5 2.2 L '�1:2-a'. 0,3 '2.3 '2.1 .6 '0.1 `3.6 '5.7 '4.1 `4.1 rra 2.1 . ' ; . jr, • - • r . -• . ' - 0.4 2.3 '0.9 '43 1.3 0 4.5 5. 4.2 '4.9 .6 '1.6 ,'1.4''%"b'•, ;-0.3 '2.5.e '1.3 '2.8 0.1 `2.5 .9 '5. "4.2 9,q' 1.4 - :,• "0,7' ,,' 0.3 * `1.6 ' .a '2.8 '2.8 0.1\ 1.2 '4.5 '6.9 A 4.6 '4.3 '3.4 J - '1.3 . / . '12 - ': i ° )0:�. ; \ • < '0.8 '2.5 '0.6 0.0 '1.9 '5.6 `5. `3.7 .'' ; •+ : ` 0.2 $.4 _:: '1.6 '3. '0.1 « ` '3.9 '6.6 '5. '3.5 3.6 1.3 � .t7.9'": � 0:8 •. " � \ '1.1 '3.2 '4.2 0. 2.0 '4.6 7.5 `4.8 4 :`0�7'-'.4 "0.9 '3.0 0.3 -0.0 '2.8 "6. '2.9 3.3 , y . '" .. �� � 0:$� ;, `, •'2.1 '1.9 '0.1 ?.6 4.4 7.0 4.8 2.1 Q,g,- : -0.5 ^; '0 t 7' `0.9 0.5 3.6 3.1 \0. '3.0 '5.0 '5.4 '3.5 '2.4 '1. / ! ' . �.31' `4.4 '1.0 .2 0.3 '3.6 '6.1 '5.1 `1.8 / , ' '`0.4- ...4 - :' 0.2 '1.84. `1.9 ' .9 0.1 'a.2 •3.8 '4.2 'S.1 '5.7 'S.5 'a.4 '1.1 `1.5 1.4 .0 .'o.5q,(iYe 'Q -> . -0.'3 i 0.2 • 'a. D '2.7 ,0.3 .1 `a.1 '6.1 '4.2 1.4 �'1.3 ,"0:5�r :^r0.2`: = '1.7 '2.3 1 0.1 4.4 '4.3 '5.6 '1.2 '1.0 �, ' ' :�0,9,. - +�'0.2 6.0 '3.1 `0. '3.9 '0.8 \ `0.0 '4.4 .0 '3.9 '1.4 / 1.2 .�0.6. s.'';' , �'0.2 ;.., '3.1 '1.8 '6. '0.2 4.9 ,a.2 '4.2 '4.7 '5.4 "4.2 3 '1.6 '1.0 '1.2 / , . , . ,.. �.q._.... •..92y'.";; :.O.L '0.1 '4.5 '2.2 `1.0 2.5 «4.2 '4.2 '0.4 '01 '0.0 '4.5 '5.2 a '1.0 `1s " ; .., -0.1 "- J. ' `2.4 `2.1 `0.1 \« LANDS N/F `5.6 '4.0 '5.0 2.1 1.2 '1.2,� .. ...•: F : 0.1 .6 '4. :n 0.6 '2.9 2.5 0. '4.1 4.2 '1.2 '2.1 - : •.:,0,1. -! '0.1 2.8 `1.2 `6.3 '0.2 PETER A. ZOUL/S AND THERAPH/A ZOUL/S i.6 `4.2 `5.2 '2.7 X2 "2.0 ^ .S 'Al "!.. '3.3 '2.1 5.2 '0.1 '5.7 '3.6 '4. '1.6 '2.9 .� ' ° ' ' ! . ; ' 1 '2.4 '0.7 `4.6 `0.8 \ .0 D. B. 650 PG 507 `a.3 `4.0 '3.5 3.6 +. 0 '2.0 .J . '1.3 '4.5 '0.1 'S.1 '3.7 'a.2 '2.3 x '3.1 f �0.0., `5.4 '2.7 `3.1 `0,1 TMP.- 04600-00-00-028AO '5.3 `3.0 `a. ' -'0.0 '1.6 5 '0.7 '3.4 '0.4 '0.0 '4.6 '3.8 « , / '2.5 .2 '1.6 `2. '0,1 ZONING:• Rl (RES/DENT/ALJ `5.9 `2.9 49 1.9 ra.5 •"a.0: 3 '5.3 '3.1 '2.3 0\ .SSE.° SINGLE FAMILY RES/DENT/AL ,48 '4.7 «38 .8 ,40 E 25 � '2.0 ' `O.d.'.4 ."0-n: � : '0.0 a `1.2 ,27 `0.9 ,20 `2.4 `0.2 '01 LIGHTING PLAN NOTES: '5.2 2.4 , '1.9 1 • : ' . ' . ' I .8 - `0.5 `2.8 '2.6 4. ALL FIXUTRES ARE 4000K `4.4 `3.1 3.2 ® 2 "Q.O ' -, " 'U.0 1.3 '1.1 '3.7 '0.2 '0.0 '5.6 '2.5 1.9 ,6 • *::.D. '2.5 ' �. `2.3 `5.2 '0.1 `3.9 `2. '3.9� , `1.8 0 ' .0 '•''2.1-.`_ '0.6 '4.6 '1.4 \ .1 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,0000 OR MORE i.5 '2.9 2.3' .I'Q.O, '1. '1.2 `5.1 `0.3 INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR `3.5 '1.9 `3.3� `1.5 .. .,'..- '2.6 '4.5 0.1 '3.2 2.5 '0.0 _ r A1-,3:�.n `0.7 `5.4 `0.7 \ `0.0 SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND `3.6 `1.8 '2.7 `1.5 '<�.: `:b.0, BUILDING 1B , e ' .' 1.7 a '1.5 '7. '0.2 ,\ /n . AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES '3.3 '2.4 -1 '1.2 `2.5 `4.9 1 vl/ '1.8 `1.8 1.6 - '; `0.0 FFE = 487.50 '2.5 '0.9 '4.2 '0.5 0.0 / ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING '3.2 '1.9 "mom O.Q '1.6 `2.1 3 `0.1 \, , DISTRICTS SAHLL NOT EXCEED ON HALF FOOTCANDLE. `1.8 .5 `1.5 - .5 '0. '0.6 '3.2 '3.4 0 2.9 .1.8 " " 0. ` '3.7 '1.2 '0.3 '0.0 `1.8 `1.4 '1.4•: <. '1.2 '2.3 '0.1 / 3. BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE 1.9 .0 4.3 BUILDING2 0.7 3. 1.2 .1 `1.6 1.4 / `1.6 ''' - 3. '1.5 '0.1 LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER :n FFE = 487.50 \ y. ;1 . 0.8 2.3 5.1 0.7` r AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING 1.3 `1.4 / 2.1 _ :,� • . 0.0 `5.1 0.8 '5.5 '0.3 "0.0� A r OR FUTURE FIELD CONDITIONS. '3.4 - '2.2 '1.6 '4. '0.1 r- 1.3r/, `3.8 '.a �. --�,� •. ��'U.A: `0.1 �.'0.5 '3.3 '2.3 .1 3.7 . ' '0.0 '4.6 ' .9 '3.3 '0.2 `0.0 4. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM `1.0z `5.2 300'. 1.4 '1.9 9 '0.1 + 2.8 :::•` ;'•OQ, 4.9 , 5 '1. , '0.6 '3.2 1.3 / LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT 0.8� `5.1 BUILDING 1A •' 0.0 : 'r, : ?, 0. 2.5 _ • '1.2 '2.7 '0.2 \ '0.0 S�� i INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING 1.8 FFE = 487.50 Q� . '1.5 • e: '2.7 '3.7 '0.1 '0.� 4.3 - 0,0 -', ' ', y .0 '2.6 ' 7:, '0.7 '2.7 '0.6 0.1 ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY '1.2r' :: .,. �Q.Q:i '. ' '1. - '1.6 '4.5 '0.2 MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL '2.5 :♦: ' r: . '':, : 9.0' -, % , .� 0' ,'\ '2.1 t. I ••e. '3.4 '4.5 0. / VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 0.8 - ,0.0.-�, ..A. .�: i. < 0 'Q.0':_' ..' '0.0 '1.6 1.8 3. '0.9 .1.9 'S.3 ,4 '0.5 '0.2 0.1 r �4.a ' 0.0 •0. j ` ! .d,0 `0.0 '1.1 4.1 \ ' .6 ,1.2 '3.6 '6.3 3.6 0.5 `. 0.0 0.8 r N a 0.0�. 0 0.0 • 3.0 2.2 .2 0.2 / 0.0` :. y : 0.0 i ' y..4. 0.6 `4 '0.8 `3.6 '3.2 1 y0:6.. .Q ^ '1.2 '1.7 5.9 '0.3 \ 0.0 • `0.0 . J1. `5.2 - `2.6 `5.2 '0.1 .0 '�.D'�t •':,. '0.0 .0 '0.5 \ k . '1.2 '4.2 '0.8 0.1 -0�4 1 6 `2.4 `72 "0.2 r r 1 'U:U `0.0 • `U.0 '0.5 `3. `... '5.8 `0.4 \ '0. 0.2 `0.0 � •� � � 0.0 -0,0 �� '3.6 � .4 `3.4 3.0 1 ). .; .. :. , .0 00 `•i _ 0. 0.6 ,1.9 2.1 •3.0 .0 0.2 ,0.1 p 0.1 0 '- D.4' f. '0. 0 \' 'S 7 w .0 0 - ' °' `0.7 :; `2.6 `3.2 `0.2 `0.0 .•-0.,Q . 0 ... _,'Q. '1. '4.3 '1.8 0.1I 0. 4.3 4.6 01 `0. �.',;0.6,. O J"DO% , Q '0. '. iA.4 i•s` '0.0 •4. •'B.5• «1.2 .a. '2.0 .3 '3.7 «4.7 2.6 4 0.4 «0.2 I r -0.1 _ OA < ' r- !'O:b _ '.' .O:Q . • « '1.7 '4.2 0.7 .1 L 0.2 t 0.0; 'b'0 :,' ,OA 0.0 0.8 0.8 3.8 4.6 '2.3 0.3 0.1 1 tA.O' L-„' 0. ,• :10:0: \ '1.7 '1.3 '4.0 ® '4.6 '1.2 '0. '1.2 `3.3 `5.4 '3.7 `0.6 `0.1 I. .2 !, `0:0�•. .i `4.d '. ;` 0.0 -. -0.0' '1.3 .4 '1.1 '4.2 'S.6 '1. '0.3 W .5 p0. i :OA'` 2.3 '4.1 0. 0.•9.0'' '' �Q3(i ';D.O•� :a0:f) '0.0 •'3.6!' '1.3 '4.1 '5.3 '3.3 '0.4 0.1 "�. ... �.�,.': } - �00 : �'..r � D.8'`•� � ' V.D�` :,.:� .0 .. .1 E� '2.3 '1.6 `5.4 `6.0 .5 `0.2 I `0.4 ,' .,:, ,: ,,. 0.: .a. 0: ✓ ..•1 \ 9 '1.6 '3.5 '3.4 '0.8 .1 '02 :'•, ,, -+" :'OD•. '01 .2 R\ '1.4 '4.4 '.6 `2.9 '0.3 `0.1 .'.: 2.5 - '2.5 '2.2 'S. 'S.5 '1.2 0. 2 0.4 - _ 0.1 %`, :8'. A 1.4 3.5 3.4 0.5 o., 0.2 1 - `0 "0.2 • 1.8 .; 2.8 '1.6 5.5 5.0 '2 '0.2 r i1 0.6 '0.2V' , - 0.2 0.3 'S '2.7 '1.6 '2.9 .5 '4.5 0.9 `0. �,/ ✓ '0.4 0.2 '0.8 '0.2 '3.II '3.5 'S.7 '0.4 0.1 '0.7ttt'�F, '0.3 'g".j.. i « :2 `1 1.7 '1.4 .1.1 0.5 '0.4 '2. =a '2.1 1.8 '6.0 '5.4 .3 `0.2 I LANDS N/F e '8'6. .3 '3.4 '5.2 '4. '0.5 0.1 1 ,' .« tiz a < •:' 4 '0.4 1.3 .0 -,2 n2 FR4OdES BREEDEN BR/CKHEAO AND t �2. • '.4 9' s ' 0 3 3b.' 1.1.8 1.5 2. 5.5 4.38 _�. �-0.• �''b:.•g. ?�.<0. . : �.: �'. 0 � .�,: .- •'VII '-. .. trF t;�.�"1� 7l, .a LLARD HOWARD BR/CKHEA W e;.. :1.6 -. 1:, : ♦ .- �1!7" 4.5 + 2.0 5.1) 1.7 `1.9 1.5 '1. '4.5 '4.0 '1.2 0.2 4.6 « 4.1 '2.0 « 1.7 '4.2 , .0 ,3.8 .<.:.. ' 1S . ,.,-. ... '2.8 '3.6 3.6 '2.8 •.4.1 : .. '1.4 '1.0 '2.4 '4.6 '3.8 '0.5 I'0 5.1 1.4 4.8 - •"' `1.9 '5.6 , `1.9 ` 2.2 I '3.4 '1.7 '0.2 '0.1 4 FAM/LY TRUST, ET AL Z 3.4 2.1 3.5 2.3 4.5 a F '0.7 0.1 I 0- - 719 �.9- .7 �.,)- `3.2 �.>� 34 �.0 �9- `3. 1.1 0.9 2.6 3.6 '0.3 0.1 T,y�• 04600-00-00-028✓0 4.4 , '1.4 '4.7 2.6 , '17 3.3 '1.6 5.5 '1.8 '1.0 , '1.2 '4.0 `3.3 0.9 '0.2 'a.1 2.0 `1.8 1.3 1.a `z.o `1s `z.z `a.z `1.a os '1s '3s '21 "o.a o. ZONING' Rl (RES/DENT/AL) J 3.7 1.9 • • , 1.2 b.9 2.2 1.2 1.2 2.0 1.2 1.2 3.e' • • �.3 2.2 . •1.9 1.� . 1.1 2.6 3.1 3.1 2.0 1p .0.5 0.2 D1 + I oUSE.' SINGLE FAM/LY RES/DENT/AL 2.5 1 • • 0.9 '0.6 • • '0.9 '1.8 '1.0 '1.4 , '2.0 '2.5 • •'1.2 '2.2 '2.6 '1.2 '0.3 mr '1.8 '0.7 1.6'0.8 `0.5 '1.4 1.6`1.6 `0.8 1.5 `2.1 "2.6 1.7`1.5 `2.7 '1.9 0.6 '0.2 0.0 - G l �.3 =4-6- '1. �ti,>- ' .3 '0.4 0.1 I 2.1 2.5 `0.7 '1.7 `5.4 `3.0 '0.2 0.1 U 2.5 Y1 1 8 2.9 0.5 01 0.0 ;.. '07 '33 '32 1.9 .. .. -- '24 '35 '02� ® `0 9 '0 3 '0.0 2.5 e. ... `1. a' F 3all 4 / 7 b. 2.3 3.8 2.1 2.4 . - .; FFE = 480.33 `1. FFE = 481.42 v , _�•. GFE = 80.33 '2.2 '1.7 GFE = 480.75 2.2 1.5 '1.7 1.1 - 1.5 0. 0.5 FFE = 480.75 r. _. FFE = 479.67 0.9 0.8 GFE = 479.00 '0.7 `0.5 GFE =480.08 s. :: «04 0.4 0. 0.3 0.2 '0.2 0.2 FFE = 480.08 FFE = 479.00 '0.1 GFE = 479.42 GFE = 478.33 "0.1 '0. 0.1 0.1 0.1 0.1 0.1 �',: 0.1 0.1 0.1 `0. FFE = 479.42 FFE = 478.33 `0.1 `0.1 GFE = 478.75 GFE = 477.67 6 ` 0.1 0.1 0.1 0.1 0.2 0. 0.3 0.2 FFE = 478.75 FFE = 477.67 0.2 '0.4 GFE = 478.08 GFE = 477.00 `0.3 0.4 '0. -:t: '0.7 1.2 '1.6 .1,4 FFE = 478.08 <<� FFE = 477.00 `1.7 GFE = 477.42 GFE = 476.33 •1 2.8 ' 3.2 3.9 3.7 3.6 F '? ; F `4.0 '4.5 "` FFE = 476.33 '2. FFE = 477.42 '.�.. `4.7 5.3 GFE = 476.75 GFE = 475.67 5.2 4.2 3 40 `2.8 Ee _ °I ,0.9 �.4=,0.2 U. ,1.2 `0.6 '0.3 0.1 I 0.0 3.3 2.0 0. `0.2 , 1 `0.1 0.0 `3. '2.3 `0.2 `0.1 3.2 '3.3 '0.9 '0.2 I 0.0 'a. `4.0 .4 `0.1 `3.8 5.6 .5.7 1.7 ,0.7 0.2 ,0.1I I 0.0 2.8 `3.1 ,4.4 .8 `5.2PROFI'4$ITE LIGHT (TYP.) , 0.4 «0.2 '0.1 '0.1 `0.1 2.1 `0.3 `0 1 4.3 6.4 •3.1 '1.1 «0.5 '0.2 «0.1 '0.0 4.4 7.1 «4.7 '2.0 ,0 '0.3 2 `0.0 '6. '2.2 '0.4 '0.1 I 3.1 '7.4 `1.4 `0.2 '0.1 4. 5.4 '3.5 ,1.9 .6 «0.3 '0.1 « 1 2.6 3 '6.8 `2.9 '1.0 «0.4 '0.2I •0.1 0.0 1.1 '5.2 '1.3 '0.2 1 2.7 4.7 I VA I 0.0 1.0 3.1 3.2 3.1 `2.0 '2.4 ,1.1 '0.3 •0.2 '0.1 «0.0 '''0.5 «0.2 '0.1 , 1.3 '2.7 '0. 't{.1 1 '0.0 . '3. 3.2 0.3 `01 0.8 '3.7 '1.4 '0.2 1 '2. '4.5 .6 I `0.1 I `0.0 5.6 '2.1 '0.3 0.1 2.0 '5.9 '1.0 0.2 '0.0 '1.5 .7 «5.1 2.9 «1.6 0.5 ,0.3 0.1 .9 '3.2 "5.1 -2.1 '0.4 I0.1 ,0.1 I.1 0.0 '3.2 6.7 '1.3 '0.2 3.4 0.7 0.1 0 ' ' I ' "7.1 '2.0 0.3 , I 0.1 I 3.9 '4.8 '1. 2 '0.0 '0.0 '5. '2.4 '0.5 '0.1 2.5 7.4 '1.6 '0.2 ' `3. 3.9 .7 I -0.1 � 5.2 '2.1 '0.3 '0.1 1 `2.3 '6.7 0.2 0 '0.0 '''' `0.9 `3.6 5.5 `0.5 1.7 '0.2 I' '0.1I '2.5 .2 '4.7 ,3.3 `0.3 0.1 0.1 "0.1 0.0 0.0 1.0 3.9 1.2 0.2 I '4.6 '0.5 `0.1 0.0 4.5 2.2 0.2 FtCDP.20'�( 40' z.1 a.a o. 0.1 MAINTENANCE' 'S. '3.0 'D d J 0.1 0.0 '1.4 '5.5 `1.4 0.2 SHED.O '4. '4.2 .6 '0.1 0.0 5.2 '2.0 `0.3 `0.1 2.8 '6.6 '1.1 '0.2 �p .2 `2.5 `0.5 0.1 I `0.0 2.4 2.9 '2.3 «4 '8.1 ,4.3 '1.8 0 2 ,0.1 '0.1 .0 `3.8 ' . ' . '0B C '2.0 .4 '0.1 '0.0 0.3 U. '0.4 `0.4 `0.3 `0.4 `0.4 '3.7 `6.0 `1.2 '0.2 `O.OI '2.7 '13-�4.4 0.� , '0.5 'S.3 '3.0 '0.5 '0.1 0.0 '0.7 '1.1 '0.4 0.6 0.9 `1.6 '6.9 `1.8 `0.2 '0.1 `1.01 , ? 0.0 0.0 1.8 '1.1 '1.1 '0.5 '1.4 '0.9 .2 '6.0 '0. '0.1 - 0 0 0 0.0 0.0 1;& '0.9 2.4 0.8 `0.8 2.3 I 0.9 '4. 2.1 0.3 0.1 I 0.0 18 -0.9- `0� -'0.� -0"� :'�, 00 `0 ` d '0.0 0 '0.0 '1.4 '1.4 '3.1 '0.6 '1.8 ® '2.1 'S.0 '1.0 0.2 '0.0 0.2 0.0 '0.0 '0.0 .0 '0.0 '0.0 '0... , '3.2 '1.9 '0.8 , '4.6 '1.3 '3.5 `4.4 '0.1 .0 0.9 '0.1 `0.07 `0.0 �.' 0.0 0.0 ': '0.9 '5.2 "1.0 1.7 'qI�5 5.2 '1.7 0.2 '0.0 1 0.0 0.8 '0.4 '0.0 '0.0 "'®._• '0.0 0.0 , '0.0 _DO- noS 6 -0.6- , `.17 J `1.5 `3.6 '0.6 `0.1 '0.0 `0.7 `0.1 `0.0A n '0.0 .: `0.0 �0.0� 0.0 `` 0.3 0.4 1.6 1.1 4.7 '1r0� '2. '3.0 '0.2 '0.1 I '0.0 0.5 '0.0 , 0.0 0. �.0 0.0 '0.0 '0.0 '0.5 '1.5 0.7 '1 `0.1 '0.0 0.1 ... _. .. .. - _ .. .....,`-$6 ....r-.r....: 0....- <. d!:: 5�':. rc-0 <:0.' i:01(i•,•.:,. -«?.'.`C . '0.3 '0.9 1.3 1.5 2.9 0.7 1.5 0.2 0.0 0.0 ,. ... ... .: .. •,_:_ .7 ..., ...::,..:. ... .. ,.., .. _ - „�t.. •* - - - 03 _ 05 10 OS 01 00 =` ;': 0.3 0.1 0.0 0.0 0.0 0.0 •0.0 0.0 0.1 '0.4 1.5 '1.3 0.7 0.9 '0.9 0.6 I 0.6 `0.2 `0.0 .0 `0.2 `0.0 '0.0 `0.0 `0.0 0 0 `0.0 0.0 `0.2 `0.5 '0.2 "0.5 '0.7 `0.6 '0.3 "0.7 '0.5 '0.1 '0.0 '0.0 0.2 ,0.1 '0.1 .0 '0.0 ,0.0 '0.0 ,0.0 '0.0 0. p0��000� '0.0 ,0.0 '0.0 '0.0 '0.2 '0.1 '0.2 '0.2 '0.3 '0.3 '0.3 03 « '0.4 "0.3 `0.3 '0.1 '0.1 '0.0 `0.� 1 '0.0 H '0.1 '0.0 '0.0 0.0 �� 0.0 �) '0.0 "I '0.1 0.3 '0.2 `0.1 '0.0 '0.1 `0.1 '0.0 `0.0 toll '0.0 `0.0 '0.0 0.1 0.0 '0.1 '0.2 '0.2 '0.0 '01 '00 '00 '00 / '00 '00 '00 00 `00 '02 ® '01 '01 00 j 00 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN PT SP CUR PT SPC TB BLDG 1 PARKING 3.6 8.2 0.6 6.0 13.7 10 10 BLDG 2 PARKING 3.0 7.2 0.5 6.0 14.4 10 10 BLDG 3 PARKING 3.3 7.3 0.7 4.7 10.4 10 10 BLDG4 PARKING 3.7 6.9 0.8 4.6 8.6 10 10 OVERFLOW PARKING 3.0 8.1 0.4 7.6 20.3 10 10 PRIVATE ROAD C 1.9 5.9 0.2 9.5 29.5 10 10 TRAVELWAY A-B 2.2 5.9 0.2 11.0 29.5 10 10 TRAVELWAY C-D 1.9 6.1 0.1 19.2 61.0 10 10 LUMINAIRE SCHEDULE WLS18018 RST ALBEMARLE CO ALBEMARLE CO, VA PM: ROBBY PLEASE EMAIL ROBBY AT RRUDASILL@WLSLIGHTING.COM FOR PRICING SYMBOL QTY LABEL LUMENS LLF DESCRIPTION LUM. WATTS ❑® 7 A N.A. 0.980 WLS-A-L-B-22L-4OK7-5N-SLW 20' MOUNTING HEIGHT 132 OL> 1 B N.A. 0.980 WLS-A-L-B-22L-4OK7-5N-SLW 20' MOUNTING HEIGHT 132 4 3 C N.A. 0.980 WLS-A-L-B-22L-4OK7-4M-SLW 20' MOUNTING HEIGHT 132 4 14 D N.A. 0.980 WLS-A-L-B-22L-4OK7-0M-BLSLF-SLW 20' MOUNTING HEIGHT 132 17 E N.A. 0.980 WLS-EDR-5M-06-E-700-00K-SLW 16'MOUNTING HEIGHT 134 ■ 21 F N.A. 0.980 WLS-EDR-3MB-06-E-525-40K-SLW 16MOUNTING HEIGHT 103 FFE = 480.17 GFE = 479.50 FFE = 481.67 GFE = 481.00 1 r� 9 FFE = 479.50 GFE = 478.83 FFE = 481.00 GFE = 480.33 FFE = 478.83 GFE = 478.17 FFE = 478.17 a GFE = 477.50 is FFE = 478.33 GFE = 479.67 FFE = 479.67 GFE = 479.00 1 2 n, FFE = 477.50 GFE = 476.83 FFE =476.83' GFE =476.17 a FFE = 479.00 GFE = 478.33 FFE =478.33 GFE =477.67 6 FFE = 476.17 . r GFE = 475.50 FFE = 477.67 GFE = 477.00 e -`0.'C-�.0-, 0.0 '0.0 `0.0 0.0 �IIB� , '0.0 ` -' -`O..0 r - - '0.0 0.0 0.0 `0.0 `0.0 0..t - - =0.0 , '0 40- _ �.� To '0.0 '0.0 0.0 '0.0 '0i0 0.0 `0.0 `0.0 '0.0 `0.0 '0.0 -0.1- « '0.0 0.1 0.1 '0.0 0.1 '0.1 0 >"IRON PIPE F0UN0 '0.0 .0 '0.0 '0.0 pp3 -OQl 0.0 �•�� '0.0 '0.0 '0.0 �C '�" I,0.0 ®0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.10.1 0.5`ABOI�E GRADE 'o.o '0.00 0.0 �00-v. I 'na�Q(} 0.0 OOI-e��«0.0 0.0 «0.0 '0.0 '0.0 '0.0 ,0.0 •0.0 0.0 op7 0. `0.0 '0.0 '0.0 '0.0 •0.0 ,0.0 ,0.0 ,0.0 0.0 '0.0 0.0 '0.0 '0.0 0.0 '0.0 '0.0 0.0 �9.0 -. ---���,OOO &0 i � 'D1 « 0.0 OS,_`O�Q,QQ, 0.0 "o.o ,0.0 '0.0 �.0 `0.0 `0.0 `0.0 `0.0 `0.0 '0.0 0>1' `n n pOQ Ol `n®OL `n n��-I1�001 n n OOl '0.0 0.0 Op>'0.0 �. o-- '0.0 '0.0 _ _ _ _Op `0.0 _ _ - -�4�,0� 9M `0.0 `0.0 '0.0 ` `0.0 `0. -- -0� �� -- - 0.0 0.0 0.0 2 ).0 0.0 0.0 0.0 0.0 o.D 0.0 0.0 0.0 0.0 0.0 0.0 , 0.0 0.0 , 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 `0.0 , '0.0 `0.0 , '0.0 `0.0 0.0 0.0 '0.0 COMIG(JN AREA 0.0 0.0 %.o - `0.0 "o� "0.0 '0.0 0-.- , �. - - 0.0 L6br 17, 1 0.0 0.0 on 0.0 0.0 0.0 0.0 0.0 0.0 'no nn nn on 0.0 0.0 0.0 0.o o.o nn nn nn n 1 ..no......, r .,..., nn ,, 0.o o.o o.o nn on __"no_ nn o.o ,, 30 15 7.5 0 30 - - 1 "= 30' J 0 m (7 Z EE W W W U) Z W U ZjZUJU Z W F- W j Ur Z W W j W ZoOfm F W Q 2 W Z >ZUwU)0 m Q Q Z Q Z U)2 W ZFH 0QQof Za~O Q J W0 U) W Z Z d Q > o J U W H REVISIONS ' REV DATE I COMMENT cxECxE er 1 01/10/22 1 COUNTY COMMENTS I 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.: LGP-0 PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA22911 ALBEMARLE COUNTY, VA IBOHLERP 9100 ARBORETUM PKWY, SUITE 360 RICHMOND, VIRGINIA23236 Phone: (804)893-8200 VA@BohlerEng.com r4-WH [ice F;M%N YAUZ•iER Lic. No. 0402056625 01/10/2022 -19 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: C-713 REVISION 1 - 01/10/22 r• - A-Ik 25D' (a35mmi A-1:27�"1fi91mm) I�Irlll•;� ® I� (791rIm1 NEMA7-Intl fiftatocM N"capt jv kocatian fardaed a m option) Luminalre Weight I.' 28.9 lbs. (13.11ty) l 32A Ibs. (14.7kg) Made in the U.S.A. of the U.S. and imported parts - Meets Buy American requirements for ARRA. I G H 11 N G Fort Worth, Tx 6126 y WISL S Y S I I M S 800.633.8711 www.wislighting.coni Type: A SERIES LED AREA SPECIFICATIONS CONSTRUCTION & MATERIALS • Slim, low profile design minimizes wind bad requirements • Luminaire housing is rugged die cast aluminum with an integral, weathertight LED driver compartment and high- performance heat sink • Convenient Interlocking mounting method on direct arm mount and UC mounts. Mounting adaptor Is rugged die cast aluminum and mounts to 3" (76mm) or larger square or round pole, secured by two 5/16-18 UNC bolts spaced on 2" (Slmm) centers • Mounting for the adjustable arm mount adaptor Is rugged die cast aluminum and mounts to 2" (51 mm) IP, 2375' (60mm) O.D. tenon. UA and UB mounts are preset to 49 • Adjustable arm mount can be adjusted 180' in 25' increments. UA and U8 mounts be Reid adjusted in 2S' Increments to a maximum tilt of 45' • Transportation mount Is constructed of 316 stainless steel and mounts to surface with (4) 3/8' fasteners by others • Trunnion mount is constructed of A500 and Al011 steel and Is adjustable from 0.180' in I S' degree increments. LID mount Is adjustable from 0-45' In 15' degree Increments, and is factory preset to 45'. Trunnion mount secures to surface with 11) 3/4' bolt or (2) 1 /2" or 3/8" bolts • luminaires ordered with NM mount Include 18' (340mm)18/5 or 16/5 cord exiting the luminalre; when combined with N or R option, 18" (340mm) 18/7 or 1617 cord is provided UA and US mounts Include 8' (2Am) 14/3 AWG SEOW black cord exiting the side of the mounting arm through watertight fitting ILIA) or the end of the mounting arm (US). UC mount includes 12" (305mm)18/5 or 16/5 leads exiting the luminaire. LID mount Includes 8' (2Am)14/3 cord exiting the luminalre • utility mounts (UA, US, UC, UD) include Utility Label per ANSI C 136.15 and 7-pin NEMA' Photocell Receptacle per ANSI C136.41 • Designed for uptight and downlight applications • Exclusive Colorfast DeltaGuard' finish features an E-Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion, Sliver, bronze black and white are available. Custom colors are available. Please contact your sales professional for details. ELECTRICAL SYSTEM • Input Voltage:120.277V or 347-48OV, 50/601-14 Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20%at full bad • Integral 1 OkV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address Inrush current • Designed with 0-110V dimming capabilities. Controls by others • Maximum IOV Source Current: l.OmA • Operating Temperature Range. -WC - +40'C (-40'F - +104'F) REGULATORY &VOLUNTARY QUALIFICATIONS • cULus Listed (UL1598) • Suitable for wet locations Meets NEMA C82.77 standards • Drivers and LEDs are UL Recognized in accordance with UL8750 • Enclosure rated IP66 per IEC 60529 when ordered without N or R options • Consult factory for CE Certified products • Certified to ANSI C136.31-2018, 3G bridge and overpass vibration standards • ANSI C136-2 10kV surge protection, tested In accordance with IEEE/ANSI C62A1.2 • Meets FCC Part 15, Subpart B, Class A limits for conducted and radiated emissions • luminafre and finish endurance tested to withstand 5.000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • Dark Sky Friendly, IDA Approved when ordered with 30K CCT and direct or transportation mounts only. Please refer to httpsJlwww.darksky.org/our-work/lightirwg/lighting-Wndustry/ fsalfsa-producW for most current Information eCA RESIDENTS WARNING: Cancer and Reproductive Harm wYi%Yo65warninm.ca.Dovcurren[ WARRANTY • The A series offers a limited 10 year warranty on the luminaire and the Colorfast DeltaGuard^ finish Project Name: Date: Location: Notes: 29 REV.04121 "r>eclficat,ans subject to change without notice CREE= AUTHORIZED DISTRIBUTOR 21.4' 17.4' (544mm) (442mm) r ♦ 4.6" 0 l6mm) 4 U' r 1102mrtil 7' ♦ 34' • (86mm) < 023.0" (584mm ) S4S1 EIMS WLS 3.9" (98mm) Type: EDR SERIES LED ROUND AREA SPECIFICATIONS CONSTRUCTION & MATERIALS • Slim, low profile design minimizes wind bad_ • Luminalre sides are rugged die cast aluminum with an Integral, weathertight LED driver compartment, spun vented cover and high performance aluminum heat sinks. - R3 spider mount hub slip -fits over a 2.375" (60mm) to 3' (76mm) O.D. steel or aluminum tenon or pole and secures with eight screws. • R4 spider mount fits directly inside of a 4' 002mm) square pole and secures to pole with four screws. • RS spider mount fits directly inside of a 5' (127mm) round pole to provide a clean hardware -less outer appearance. • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard• finish features an E-Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, bronze black and white are available. Custom colors are available. Please contact your sales professional for details. • Weight: See weight charts on page I and 6. ELECTRICAL SYSTEM • Input Voltage; 120.277V of 347-48OV, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20%at full bad • 1 OV Source Current: 40.80 LEDs: 0.15mA;100-120 LEDs: 0.30mA. • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/o breaker should be used to address Inrush current REGULATORY &VOLUNTARY QUALIFICATIONS • cUlLus Listed. • Suitable for wet locations. • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 6D529 when ordered without P option_ • Certified to ANSI C1 36.31- 2001, 1 SG normal vibration standards when ordered with R3, R4 and R5 mounts. • 1 OkV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2. • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. • Meets Buy American requirements within ARRA • DLC qualified versions available Some exceptions apply. •7CA RESIDENTS WARNING: Cancer and Reproductive Harm - www.p6Swamings.ca.9ov Project Name: Date: Location: 1919 Windsor Place Fort worth, TX 6110 Notes: 800.633.8711 LED font l00) Weight 04 33.8 8is. (I S.3kg) 06 35.21bs. I15.9kg) 08 37,0 tbs (16Ekg) 10 40.71bs (1&5kg) 12 42.4 lbs. 1193kg) 114/115 Mount seepage 14 for weight & dimensions www.wislighting.com 29REV.01/21 5peclficatMMt, subject to change without notice CREE AUTHORIZED DISTRIBUTOR z z it W W W rn Z W O ZjZrAU 0ZW tarn jW j.gc9t=oEtn < 2 W Z > Z 0 W 0 tni»<aQZQ Zen<LL of Oz<Q<~O < J W U) of W Z Z a- < > a. < of U W H REVISIONS REV DATE I COMMENT 1 101/10/22 1 COUNTY COMMENTS .. ...� • I 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@BohlerEng.com TH R1'AN YALI ER Lic. No. 0402056625 01 /10/2022 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: C-714 REVISION 1 - 01/10/22 490 480 470 460 500 490 480 470 STM STM STM \ STM0 / PROP.GRADE \ STM STM STM i PROR GRADE / STM / e c� STM A-20 STM — — _ / / 138. 2'-15'RCP@ Rcp / EX GRADE 1 3a -18 / 30.61' - / 15" RCP / 113.76' -18" RCP @ 050% @ 0.52% , U GM *70.78' 188T- 24' RCP 24" RCP @ 0.54% 0.RCP 57.61' - r 24' RCP @ 0.64% v No zb v rZmdU' `O� r Qt°Vr0J =OVr- J.�tWvr0:.=ltVr7- Q.ftWvr0. = a._�fNQp--Q..rlCtQ7p--j.- rZQ2U"1 rWZmUa-�U v•NNVr_-• UQr_S_�tap' ^ ^w VN`1Nr_� UU .�NtV0-..�Nt0-. .fr-. Z�U ZQ�a-1 W.rNNQNK-..rOVaNK-. `NtQr0p- ZQ2UU"] J rN OD7 Q�fa VN1r� tOo0 l�7 N'[] m N tp Vr- m O� C6 N0 Vr WW t0 ipz {Qp N,n r qZIL' N Q NOf `1� tr0 OO N �ZanfNt?p NawZwr�Um' t0 -U OdQ z QO z UU f0 04ZZ QQ Z UO 0_ Z Z a- W Z Z U O D4Z tOt00 of � QW Z Z a EEZ Z Z Z N a EE Z aZZ Z ZZ Zh.[O{VQ0po-. 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 PROFILE - 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@O.519 \\ 6503-15RCP@2—��'�� r PROP. COMPACTED FI N O N O r O (V N r N � r N N >_ r aQe In m U O r Q g U V r f00 U VZ (O r o pr z K (i W 0 2l7 pr O�T �N p �z » > T ZZ ' >> ZZ m>o'_ZZZ d RZd 10+00 10+50 11AO 11+50 12+00 12+50 13AO 13+50 14+00 PROPOSED STROMPROFILE -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 @ 0'.R4C1 %P � 135.37'1 e ;]z 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' PR P. COMPACTED FILL / / n � O N (!I (!I r l? r Z O O v W LU {p ,NnNNV �ZVV t0 V r t0 T�V f0 a r �,Nn U Of Y O�z z0 �00 00 Nc <zUN�a F aEZZ>z m E Z z E a;z aE 1OAO 10+50 11+00 11+50 12+00 PROPOSED STORN 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 WTR 480.76' CLEAR: 1.65 PROP. COMPACTED EX FILL GRADE r � r 2 r In p p + a g a Ndp ¢ �> > > , O ¢ m> 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 Z LU F � W Wz�WU)� Z�CWJ~pof ~ Of LLI Q �OfZ)Q <m67 rn7mQQZ 0"<a Z JOfrnU) 0_ 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@BohlerEng.com .Jmpik.WHAHA- F;M%N YAUZ•iER Lic. No. 0402056625 1 01/10/2022 -J 50 25 12.5 0 50 SHEET TITLE: 1 "= 50' PROFILE LEGEND BUSTING GRADE ----------""""'---------- PROPOSED GRADE HYDRAULIC GRADE LINE COMPACTED FILL STORMWATER PROFILES SHEET NUMBER: 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 482.91' f-- BTM TOP R 481.26 CLEAR: 1.66 � O In H aam X F �n O_'r J Z f0 W fC m Vim°; 3 m fq� U rv�� Uro� o .-I a a e p Y c-, ps»> It mmm o� a�> �a ao:z 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 �^�--_ - - - - - - - SPROP.GRADE - - -92.66'-15 U RCP@0.50% 153.00'-15"RCP@0.0% 79.03'-1 RCP@0.51°b 0.50% BTM STM 481.21' BTM STM 479.96 f TOP SAN 477.61' TOP WTI 478.60' f- CLEAR: 3.60' �-- CLEAR: 1.36' � O fro 001 � Q Q� r w X is m pG� f9 Q m O) In 6m Q O(p In N ( gy(pp Z < m {{pp U N NU R� mU(Ov UrQQ� p"j UfOR� t0 (p Ufn� o 6Z Z a z z a o a z p v a z p a z z p fo a Z m a 2zzz 0 o zz oz ��zzz �p am �z pa m1?0 gpzm_ ¢_ 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 $ U BTM STM 481.35' TOP SAN 479.21' CLEAR: 2.9 I� � (V O V J `O jn v z Z v In pOj N Of z F yV o a z z p w o a p Y Um»> o+� a e N 0m> EE K K � a a o_ ? 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 PROP. GRAD m m� 58.00' - 15" RCP BTM STM 481.85 @1.95% TOPSAN 478.81' CLEAR: 3.03' W O_ ~ )-? h In x x Z;;Q{pp {gi o a�zzp ma w arp Y pm> > o0 a o Om> Ezzz �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 TOPWT2 483.36' CLEAR: 1.59' zb C v x r ¢ 4 o - X x lz n z .-. "' m fV V N r 3 z frc m h o a�zzp�aoi o Om G- Z Z� 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 WTd 483.31' CLEAR: 1.58' C W m N g N O C9 ~ lz J ? o ! 3 ? m m vi o a z z p a a p �aazz z ¢z 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' op CLEAR: 1.53' 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 ¢ X z rn x m r m"I Inm 2 "� 3 m o �o.-iv ¢ U m �oQ mac` oaazp a o a czz p a cave o a¢ a zz z a �z 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 Ozof< Z J Of OfOf U) z a Q J O U W H REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS Know what's belowA Call before yo ALWAYS CALL It's fast. It's free. It's. NOT APPROVR CONSTRUC THIS DRAWING IS INTENDED FOR MUNICAGENCY REVIEW AND APPROVAL. IT IS NOT INTENDSTRUCTION DOCUMENT UNLESS INDICATED.PROJECT NO.: V192076DRAWN BY: EG / PMCHECKED BY: RTYDATE: /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@BohlerEng.com _.a WH e.. RYAN YAUZ•iER Lic. No. 0402056625 1 01/10/2022 50 25 12.5 0 50 SHEET TITLE: 1"= 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 �p10 18 �11 BTM STM 470.6T TOP SAN 469.6T 1.00' CLEAR: o o U io �? r O x J x Z .-..-..-. � X Z r m d' m ui V .d W O aZ Z Z p um>> O O 0 Y » o 480 480 470 470 460 460 450 450 10a00 10a50 11+00 PROPOSED STORMPROFILE - C-f0 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 L86.9i'- @ 0.50% @ .51% BTM STM 466.00' TOPW/R 464.AT CLEAR: 1.59' o o m � U O acZZZ0 fc a Zp Na vi a`$ Y U ��»» � Of »g 0 0 z z z z cg a ?> 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 / / / STM / -10 / r_ STM --- G- BTM SAN 467.03 TOP STM 465.07' 187R P CLEAR: 1.961 92!-1 1tCP@2'�°k 4 @ 0.3 % r v C o a`$z aaZp r ap Y o O M> `g o 23; > �> d�z a�ZZ G:Z 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' - 18" RCP @ 0.00% 18" RCP ji 20.4 ' - 18' 1 ICP @381% C w J Z � v O U O UJ F N rn x m a d ? a w3 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' RC P @ 0.40 / / / EX GRADE PROP. COMPAC FED FILL O N x $ x 10a00 10-50 11+00 11+50 PROPOSED STORNPROF/LE- 11G40 TO UG-G SCALE: V= 50'HORIZONTAL 1 "= V VERTICAL 480 ~ Z EE W W Z LLI W F 0 Wz�WU� Z � CW'J ~ 0 of Fw¢x w �ofQIXm(D 470 rn 72QQZ OZQQQF Z JM,r�U) Of J d Z o- J O U W 1-- 460 REVISIONS REV DATE COMMENT 1 01/10/22 COUNTY COMMENTS 450 440 ia 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@BohlerEng.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 STORMWA I &K 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 F ROP. GRADE 7777 / i � � U SAN BTM STM 482.04'TOP STOP SAN 478.82' STM AN 480.06 CLEAR: 3.22'SAN SAN DIP 0.50% CLEAR: 2.11' BTM STM 481.24' TOP SAN 477.60' *50% - 8" SANA-40 175.79' - 8" SAN DIP — — CLEAR: 3.63' 175.W - 8" SAN DIP 0.50% f / / f \ / \ EX. GRADE PR .GRADE SAN 1 \ A-30 -AS 112.30' BTMSTM 473.81' SAN \ 8'SAN DI TOP SAN 472.2T BTM STM 470.88' @ 3.45 CLEAR: 1.54' T-1 SAN /\TOP SAN 469.76' BTM SAN 471.34' A- /CLEAR: 1.12' / TOP WTR 469.96' CLEAR: 1.37' 8" SA u 1.09 h I� 8" SAN DIP @ 0.50% BTM SAN 466.11' SAN DIP @ 0.50% 145.18' TOP STM 469. 69.84' - 8" CLEAR: 1.79' I I I 22.66' — . 8" SAN DIP @ 0.50% r CD o cJ 0 N O z z N U' .... x Z O Qg ^fA Z 'L Qg fA Qg fA Z 4 Qg (A 1\ \ r x x (A 2 X N x x 55 1(n (A LD x X x r ao r m ado rn ado ao r ao m X _ ao me m o rif � �o �m� U� U o � � U o r o or f 7 \F 0-�N�� O (O t0 V V (O N V ¢ io �`?� 0 0 0 Q (O Q 0] V cN l7 f0 N (A r V K h r W N N C Q (O o K W» m vdWZO yr H r "o v WWI— c ao v r m,o H 3 io v o vov� `o v� vrvW 2 n .rr rv� vmv� W� ?i `c yr W� a�Zz mp O �� zZO�a vmi r�O Oezp ndp NO oiO�zp `Y O ^O�zz U r�zp �� nap NO�zz Zp O �Q� zp Y. O R�z� ��zz zz>T0 e¢ v a' �zz �+� Via' am» �o om» - �>> �}'O ma ¢ o ¢g»» �g >> WRY—� a�-- a a D.EE--�It �a aEEzz aEEzz �zz ,p o: N aWzzzz + �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 0.50 \ 332.42' 8" SAN DIP @ 0.50% ————— j PROP. COMPACTED FILL o o CR o �/ �aaazzp vZ0rp `WR) Nr oo a a ma D-e p C �zzz+a of `�'a 027 air >a W g>>,, of r' ? � 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 TU z EE W W LI Z I— W W Wz�WU)� z}1<EoWW ~ W Q 2 W U)Z)2<<Z' miz U) m U-1 z p: rn7mQQz 0 " < a ZJ W0 x U) Z) 0U)LU O_ az�EL J O U W H REVISIONS EEDA771777 COMMENT 1 01/10/22 1 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. 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@BohlerEng.com _.a W Z 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. G DE \ r \ / PROP. 12"W/L BTMSTM 485A4 BTMSTM 483.10' . TOP W02 483.3T TOP WTR 481.35 ` BTM STM 482.59' BTM STM 485MEN.08' CLEAR: 1.78' 12" WIL \ CLEAR: 1.75' TOPR: ''` / . CLEAR: 1.75')ROP 1.75' M 478.83'TR 477.37: 1.53'MOOO PRO . COMPACTED FILL BTM STM 473.7 w TOP WTR 471.58' CLEAR: 2.18' w 3 U' J � W Z U' Z C7 LU or r z w z r z wm z m z V O(CN7 00 O O O O0 O O T "4�� YO�ONa�a +ONa�a -aa �N �nO�d�a 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 \ 12 W PROP. 127 IL ' P 12" w/L BTM WTR 476.20' TOP STM 474.43' CLEAR: 17 BTMSTM 473.91' / BTM SM 472.20' TOP WTR 471.50' / TOP WTR 470.44' PR P. COMPACTED FILL CLEAR: 241' / CLEAR: 1.76' V4 / BTM STM 468.50' TOP W'TR 466.76' r CLEAR: 1.74' r BTMSTM 47211, TOP WR 4 644 CLEAR: 1 i X X X ILL!W p p i U LU U U i LU f U `� f> W Z UU N y L. N N N y N IddX KrD_ p % p 'D %i7> %c> O O >N4 - AX i 'v O a' ¢ 7. � 4 �" O O �O o O�+0 �� � ON' r>cNv VOd�S ORIX _`� � mW 4 mW m+[] 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 "= 5' 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 W W W Z F of W W Z LU W U) U _Z } (D H WO Of ~ W Q 2 W U)Z)2<<Z' rn7�QQZ 00<a Z JOfr�U) 0_ J CL Zed 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.: 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 EX. PROP. 1.5" FINISH ASPHALT 1.5" ASPHALT SURFACE COURSE (SM 9.5A) BIT. CONC. (SM 9.5A) $ PAVEMENT PAVEMENT ` S TRUNCATED DOME PATTERN \ 9 F" p 2' MIN. CLEAR ZONE (TYP. LT. & RT.) W .ASPHALT 2BASE COURSE (25.0) 2" ASPHALT BINDER COURSE (25.0) a TO REMAIN j EDGE OF CURB (D a 6 "STONE BASE W LU S "i a. Q)) SLOPE (21-A) W U Z F D_ W d .d ° e . ° _ n 3. MEET EX. PAVEMENT FLUSH VARIES C7 Z = Z U LU ow "COMPACTED STONE BASE (21-A) a ,. d °a ° a W H U W 5 W w III -II III �'� °` Oe. U O?it WW`�>W N " 1-ICI III -ICI: a. ,SLOPE. . ' ... SLOPJ= , : e.. a°. LU )•- �J ~ Q_ U g § 12:1 MAX:. d a. � a 12[1 MAX., J> Z U W U U III -III -I -I I -III -III -III -III -III -III III--I-I-I I- 00000000 00000000 000000000 000000000 .de .. as D Q_ Q Ix J _ CD U cn 7 Q Q z Q o w _ <o =1 =I I= =III=III=III=III=III=III=III III -III -III -III -III: =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= PROP. 1 112" MILL TACK COAT 00000000 000000000 Z U) 2 z F 00 Q a Q Of U Z It a - o w p sz o = - - - - - -III III III III III III -III -III -III -III -III -III -III -III -III- - - ;' -2"COMPACTED OMPACTED SUBGRADE SM-2A ASPHALT AND OVERLAY (APPLIED AT ARATE OF 0.2 GALLONS/S.Y.) - III=, =III- III III =III=1 =1 1= i' - Z J U U Of U) Q 0 U (PER GEOTECHNICAL REPORT) 4" COMPACTED COMPACTED SUBGRADE Of 0- Q 0Z - 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. ADAACCESSIBLE 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 DRAwx� NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE er 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 _ _ _ ' " a � CONCRETE BASE AVEMENT SURFACE . d (SEE PAVEMENT DETAIL) Q . .A. r _�op� ;>`I-II�II�II�II�II�II TOP OF ASPHALT OR III�IIIII�II�II�I� _ICI-_ a. a .. CONCRETE SLAB -I-I-� -_ _ I' m III- _ _ _ _ _ _ _-III= -III-I1I-I1I-III=III=III-III=III=III=III-I III -III -III- -' a s�o1 =III -III -III '= /: ::'' I I-1- IF 3000 P.S.I. CONCRETE =III -III-= •;: III -III= =1-III-III-III-III-III-III-III-III-III III-III=III- =III=1 1-1 -1 _ III III III=1 " CLASS A CONCRETE III -III-: d a TRUNCATE MAX _- =III :'.;� :;'••: -III- COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS) -III DOME PATTERN 1:12 SLOPE • III-III-III-;� ,'. III- in GEOTECHNICAL REPORT) 4" THICK, COMPACTED =IIIIIIA= _ FLUSH CURB SEE SITE PLAN , -111-111-III STONE BASE (TYPE 2a) -III-III-III-III-III-III-III-III-III-III-III-III-III-III FOR DIMENSION -III=III=III-I:'= III -I =III -III -III -III -III -III -III -III -III -III -III -III -III Know whars below. I -III -III -III "-'. r' II -III -III-III-III-III-III-III=III=III=III-III-III-III- 11_III,_„III-III=j11- :I11-III-j1'- NOTE: Call before you dig. -III-III-III=I::,III- -III -III - - NOTE. =III ;:..4,t: `::'. -ICI=ICI=I:�::>.;=;= III--= 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=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(S). MIN. 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST. FOR TRUCTION BOLLARD DETAIL FNOTROVED CONCRETE SIDEWALK DETAIL HEADER CURB DETAIL ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE OEO FOR MUNICIPAL AND/OR AGENCY NOT TO SCALE NOT TO SCALE NOT TO SCALE T IS NOT INTENDED ASA CONSTRUCTION LESS 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 ACCESSIBLE" PARKING SPACES - - . s. ",��'.i• _�e '.l _' <;> � VAN 0. 05 %MIN 0.50%MIN RS T RESIDENCES ACCESSI BILE 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 CHARLOTI-ESVILLE, VA 22911 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0' O.C. TOOLED 1/4" (i:1/16") WIDE, 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. LL y 4" DIA. SCH. 40 GALVANIZED STEEL PIPE O M ❑ BOLLARD PAINTED OSHA YELLOW FILLED k j WITH CONCRETE �l B O H L E R �� CONCRETE CURB & GUTTER DETAIL m LU l 9100 ARBORETUM PKWY, SUITE 360 NOT TO SCALE O ~ NAINT CONCRETE BLACK AFTER EXAMPLE ONE EXAMPLE TWO NOT TO SCALE NOT TO SCALE 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 Z C� N YA R y 60" MINIMUM BOTTOM RAIL c; 2 08% MAX ..�•;L.' ° b DIFFERENTLY. .0 LIC. N0. 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-III= ' o P =III=III=III=III=III=III=III=III-III III -III -III -III -III : III -III -III -III -III -III -III -III -III ° IIIIIIIIIIIIIIIIIIIIIIIIII II 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� 01 /10/2022 t1� TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS. N ,III II III II ° . 11II1II1II1II1II1II1II1II1II1II1II1II1II1IIIII •. (SEE NO E s) MAL HANDRAIL SEE NOTE 4 -' N=LN- I I I -III -III -I I I -III -I -III-III-III-III-III-III-III-III III=III=III=III=III ° , o III=III=III=III=III=III=III=III- 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 so- 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: �� o-° CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS. ELEVATION -0 III -III -III III -III -III -III -III III -III -III -III -III -III -III- 4. CONSTRUCTION W I" �'•':' �+ ''.• :; j =III- -III-III-III-III- -III-III-III-III-III=III IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE NOTES: I I =III III -III -III -III -III III-III-III-III=III= EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE =III=III=III- ISLAND PROVIDES 1%PAVEMENT SLOPE, PER PLAN INTENT. DETAILS 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES.- 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 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•:�•:�•+.. 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 EL 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 HAVING 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•TFE 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 CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A350 A4 12'-O' 12'-0' 111 111 r---------, r---------1 NOTES 1 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 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 1 1 1 1 L---------- MOTE 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(TYP.) B. DOUBLE WYTHE SR" WALL (TYP.) 4. PAINTED CORRUGATED STEEL PEDESTRIAN SWING GATE. 5. (2) PAINTED CORRUGATED STEEL DOUBLE SWING GATES, 6. APPROXIMATE LOCATION OF DUMPSTERS. T. PEDESTRIAN PATH SEE CIVIL DRAWINGS. PPOJECI NOR1X A PERMISSIBLE CONSTRUCTION JOINT, - DOWEL, 8" LONG Q 12" C-C B LL T MAX I B r \ J `TRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH TRANSITION GUTTER PAN SLOPE A GUTTER PAN MAXIMUM SLOPE 20:1 TO 20:1 THROUGH RAMP LENGTH 8'-0" Min. 4'-0" Min. BACK OF CURB 12:1 MAX- 48:1 MAX. 20: 1 z•MI". SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDEN REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION. 3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING. 4. DIAGONAL PLACEMENT IS NOT PERMTTED. 01111 - JL IL ll_ F�m �_�__ & TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT CC-12 TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. `V ROAD AND BRIDGE STANDARDS DOT REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 2016 ROAD & BRIDGE STANDARDS Y Z U LU inLU(D Ix O Q Q J U) 4e0nUdm S"y t oeceaa Saq wm Ine.:x �wn�yIDmOg,EB] n MfumMliE e caleo:ooEm ortwa All' 6 Nem ar 11.1 .W T elms ., I.W.1 nmem e m neamw am may may ^aee usetl no, Oivulpel xillgN INewpa,m' lnrtl =Aak Sa,gentnl a3 W o z Im < 8 O f ¢ UJIIi 3- W U a J G> Wy rr k2 �> 0 O ¢Z w OD lll ^ vJ t- ¢3 0a z R¢ U� §W6 O U 1/10/2022 11463-00 O H owc No A350 0 Z CG-12 A •5 DOWELS, 8" LONG PERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN 5• MIN. MAX �2 124 MAX z B'� 12:1 MU i m 4• MIN p ry' LRAMP 12:1 MAX Tn WITH BUFFER STRIP RAMP / (SEE TABLE) (SEE TABLE) ANSITION GUTTER PAN SLOPE A TRANSITION GUTTER PAN SLOPE TO 20:1 THROUGH RAMP LENGTH ' 5' MIN TO 20:1 THROUGH RAMP LENGTH CUTTER PAN MAXIMUM SLOPE 20:1 t 12:1 NRX.� �m 7 5'-0" MIN SHAPE TO MATCH FACE WITHOUT BUFFER STRIP OF ROADWAY CURB BACK OF CURB 4 :11 20:1 48 ; EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT r(M'DiNG 40:1 MAX. 2 MIN. SECTION A -A LANDING " MAX. ROPE DETECTABLE WARNING SURFACE PERMISSIBLE CURB CONSTRUCTION OINT n CROSSWALK Tu'I "gar 4 SECTION B B OR CURB CONCRETE NOTES ONE DIRECTION 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, WITHOUT BUFFER STRIP SEE SHEET 1 OF 5. 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 20:1 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 6" CURB 0 d 1 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 \VDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 204.03 04/19 ILK CROSSI I CROSSWALK TWO DIRECTIONS SMALLER RADII WITHOUT BUFFER STRIP A COPY OF THE ORIGINAL 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•MW ONE DIRECTION WITH BUFFER STRIP 6' TO CURB SPECIFICATION REFERENCE 105 502 504 LU 10 MVm CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 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 MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X B" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. B. 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 CONJUNCTION 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. 10. 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 MANUFACTURER TO MATCH THE BACK OF CURB. SEE CG-12-INS PAGES 204.D6 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 12:1 MAX 48:1 MAX 41 e 10:1 MAX TYPE A PERPENDICULAR V vn)SIN 12� T T YPE B PARALLEL AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. q•MN AT G: .2" HIGHER THAN EDGE OF PAVEMENT AT W.W. , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME .6"-2.4" C-C e 0 0 0 0 0 z L O O O O O 0 O O O O O O O O O O O O O O O O O O O LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b + a 0 0 0 0 0 00 0 0 00 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65%OF BASE DIAMETER 0 0 000000 00000 00 TOP DIAMETER DETECTABLE WARNING d AT BACK OF CURB VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 11. E- BASE DIAMETER f PpY LIMITS DETECTABLE WARNING TRUNCATED DOME 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 AN BRIDGEE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS WP-2 EDGE EXPAVEMENT I I EDGE DETERMINED IN 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 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) K MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED 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 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE 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 REQUIREMENTS 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 REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. -- ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS �6" CURB LINE R=15" ° ° �2 a18 °a 1:12 4' 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 m H \ i 3a Z W a8 W W W _H WZ L_ W W�; �Z Wj WU U- U 0_ U Z W U - W W�Z _:W< a8wg dwy;' 2 W Z o J>ZULU U)Q �o (n 7 Q Q Zmij Q <W Z W UJI Z F H how QU Z Q F ~ p gym DJQ(n�Q'z WW® Q Of U) s a a Q =J J ro O LLI U zx wg H & Tn q �a oK oa REVISIONS REV DATE COMMENT Om"BY CHECKED BY 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 _00!kLTLTH A F;M%N YAIJ ER Lic. No. 0402056625 01/10/2022 -•1 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-902 REVISION 1 - 01/10/22 0 a 6' MIN 6" MIN 17.5-� 4 (22.5' FOR COMPOUND METER) 4 d . , . . . 4 _ I 60. (22 5* FOR COMPOUND METER) 8 MIN. �- 17 5'� 12' MIN. ;aT LOCKING 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 (211METER) NTS FIG. W-7C TD-13 °4 ti' MIN 6' MIN �175�� 4 4 b0, 44' V T 36" 4 o a 4 IS MIN. I IN 17.5' ft si' 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" METER) NTS FIG. W-7B TD - 12 8"MIN EMBEDMEM 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 IKIC'T A I I ATI/lNI INI Trl rNI/' I I 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 IO' (270 ° ) 7 CU. FT. 18° VALVE BO #168 STON 36"MIN e'er 6" GATE 1 e P VALVE / 8" X 6" TEE 2500 P.S.I. CONCRETE :. .1. s'. "e'1"• o!r a .. a. 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-7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24"MIN INITIAL B A C KFIL za'MIN MIN MIN, MIN MIN O \ O 6" BEDDING #68 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" R^ SOIL\ MIN MIN MIN MIN #68 STONE 0 , ===GRANULAR FILL AS O':,': _-APPROVED BY ACSA R0 Z STABLE SOIL 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 WATER 2500 P.S.I. CONCRETE THRUST BLOC TD-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE D 8 a e a e ✓ a a ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE 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 45' max 2l� 45° max PLUG r 2 I � 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO p ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED p , SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2 .6 6 2,77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN( SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W - 3 TD-3 IN COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 5W FS is Z W `s W W U) Z H Of W NI W UJ z 20-0of ZW LLU U)�LU 8 Z r C7 H WO g§ ~Wax Wz cn�2aQZQ < Oo2UJI D-Z�� how J Of z W Z w Q Z a- Q s a Q =J J ro O U) zW wm LU � o o< REVISIONS REV DATE COMMENT Dw'w"� CKECKED 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 OTHERVASE. PROJECT No.: V192076 DRAWN BY: MEG/PM CHECKED BY: PITY DATE: 09/30/2021 CAD I.D.: - 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, 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 UNST/ SOIL 11►111G\�:1��:��I1 MINI #68 STONE ONE& 10 .� 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. 5. 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 , A i 3.0' MIN =III —II II —III =11 �111� 1 UNDISTURB ED MATERIAL A ELEVATION 1 MAX. i 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 , 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 ,(IF i:. 2' _ 0" RUBBER COATED STEEL STEPS V-0" MAX > CAST IN PLACE 11 PRECAST REINFORCED CONCRETE .0. ° SECTIONS WITH "0" RING SEALS o OR APPROVED EQUAL 3'-0" MIN o THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 6. 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN— BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5"� e MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN . ACROSS M.H. FROM INLET TO VARIESOUTLET SHALL BE 0.20 FEET Dd D D" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN .° INLET & OULET PIPE SHALL BE • D.,p, e PROVIDED. 12' 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 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-I-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 FOIREE 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 Ew EN In �w w N � J o� E 1 a o E Em E In V- U J " u \ Llf vNU L zo mom TO-21 E E M u N E N �E N u O O w In In of Of < Om o Y o teE %a E \ w 0 0 Q E <10 0 E0¢ —0a mlE ,r.I O Y�/7 rNo LO In wN /c/ 4-0 d \Z o E N m n E NE �,OE \ E L m 0 u I Z a < < O 0— 0E 0^ H E < E < E U `vE �Imof roE of W 03 °- o u N too n u on u SSW N N N LL 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 F- 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 r VARIES _2" COPPER WATER MAIN M.J. FITTING 2" CORP. STOP 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: . GATEVALVE WILL BEVUNLESS OTHERWISE SPECIFIED BYTHEACSA. ° SERVICE LIN E TO CO NNECT AT MAIN 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 W a Z W Wd m-0oLU f(D?0 (D U) of Z5'(7~o_U) J>ZLL0UWp �g � zo mi cn UIa Q Oo<(L F Of � how J Of Of z W w Q Z d Q s a Q Of =J J ro O U z2 w9 � 4 �a oa REVISIONS REV DATE COMMENT DRAWN BY CHECKED 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 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 R"II YAU1 ER Lie. No. 0402056625 01/10/2022 4 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-904 C m i REVISION 1 - 01/10/22 6" 48" NOTE: DRAWING NOT TO SCALE. EFF-20 6' l/2"+/- W/ 2" POST 3 11/16" PICKET SPAC: Brookhill Apartments - Northern SWM Fencing Iv B A FENCE PRODUCTS INC. ORNAMENTAL ALUMINUM FENCE 1 "X1 1/811 HORIZONTAL RAIL ALLOY wos.Ts 5/8"X3/4" PICKETS .050 WALL ALLOY oces.Ts TIM" POST .060 WALL ALLOY mos.TS CONC. FOOTINGS PER LOCAL CODE A Q"X B 56" nWNm CWXAROR DATE DIAMOND PRO STONE CUT" RETAINING WALLS A SHOW OF STRENGTH Just because you're working with a large expanse doesn't mean you have to sacrifice looks. Diamond Pro Stone Cut- blocks feature strength, flexibility, and colors to make every project look this good. SPECIFICATIONS Diamond Pro Stone Cut' 01101ENSIQNS S" A 18' A 12" SQ. FTMECE 1.00 WEIGHI/PIECE 74lbs. QTYJPAII-FT 45 WFIGHT/PARFT 3,380lbs. SO FT /PALLET 45 See pages 62.63 for custom colors, finishes, and sizes No DIAMOND PRO STONECUT" i nl:! s'.1 Top Left Diamond Pro" Straight. Color Blue Ridge R II r.I Middle Right Diamond Pi Straight. Color: lames River Range PAGE 51 Top Left Diamond Pro Stono Cut' Color: Pamhco Range Top Right Diamond Pm Stone Cut -Colo: James River Range Middle Right Diamond Pro Slone Cut" Cda, James River Range COLORS James River Range Blue Ridge Range Pamlico Ridge Chesapeake Range LM ANCHOR at 1 6" 48'1+/- 42" FENCE PRODUCTS BINC. ORNAMENTAL ALUMINUM FENCE 1"XI 1/811 HORIZONTAL RAIL ALloy Almsrs 5/8"X3/4" PICKETS .050 WALL ALLOY 6001 1 1/2"X 1 1/21, GATE POST 2"X2" POST .125 WALL ALLOY aasn III _J I I j CONC. FOOTINGS PEN. LOCAL CODE I B ArXBU' 1 NOTE: NO. OF PICKETS MAY VARY WITH NOTE: DRAWING NOT TO SCALE. —►� A OPENING SIZE rookhi EFF-2 0 TN w ra flee DwNmx r " aAt ma Bl Apartments - DATE ESIDENTIAL YORKTO J�Iwk Northern SWM Fencing �i ^TY rY �� y��!-pa •� � s '�, �'�" •, i ,fir �•. 1 w � r. Li, 1 I a gov.w' rasta plisessjr<i. �aai L� BUILD SOMETHING BEAUTIFUL T ® Anchor Wall Enyneaing, ®aandnd ^" Anchor Well Systems, Incm CAP BLOCK DIAMOND PRO° BLOCK CAP BLOCK DIAMOND PRO' — BLOCK 7eflt I H FINISHED GRADE 4"0 MIN DRAIN PIPE (ELEVATION VARIES) 6" 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD T-0" " I r� � Csj'C 1rA a i 1.Cs+ Th'sdiavIingisfralustrafive j Diamond Pro® Beveled Face Retaining Wall System 3m" T-O' sB purposes only and should not be I Usedforr sVuctionwitlwutma Die Drawing numd signaWre.l.non.. Typical Reinforced Cross Section 1/1912016 DPBV06 professional engineer. FENCE OR RAILING (DESIGNED BY HARIRNNYEEEMROONRRE, DOMINION 3 FEET ESLE � EVE AND)NON-SHRINK GROUT MINIMUM AROUND POST Alba - SLEEVE INSTALLED DURING WALL CONSTRUCTION DEPTH I 70 I r� 1211(MIN) OF FREE - DRAINING AGGREGATE I I I I GEOSYNTHETIC REINFORCEMENT I DIAMOND PRO RETAINING WALL TYPICAL DETAIL Z Z LU W W W U) Z Z H� W H W W W1W1Fn5;w Z5--(D=WWOOfU) F W Q 2 W Z >zUWrnO �WQiYmC7P: zvZ)2<<KF 0zaQQ~O 22 J 0 0 Z) W Z Z CL Q > aJ Of U W H rn REVISIONS ' REV DATE I COMMENT CNECICED Iw 1 01/10/22 COUNTY COMMENTS MG/PM Know what's helow. 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/ORAGTNCY 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 - O PROJECT FINAL SITE PLAN FOR RST RESIDENCES PROPOSED LOCATION SEMINOLE TRAIL AND ASHWOOD BLVD. CHARLOTTESVILLE, VA 22911 ALBEMARLE COUNTY, VA BOHLER// I 9100 ARBORETUM PKWY, SUITE III RICHMOND, VIRi NIA23236 Phone: (804)893-8200 VA@BohlerEng.com Rall YAU ER Lie. No. 0402056625 01/10/2022 SHEET TITLE: CONSTRUCTION DETAILS SHEET SHEET NUMBER C-905 REVISION 1 - 01/10/22