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HomeMy WebLinkAboutARB201600082 Plan - Approved 2016-09-20rp% H ELTER ALBEMARLE COUNTY, MAJOR SITE PLAN AMENDMENT (SDP #) JULY 51 2016 I�INAL APPROVAL: PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. b. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY CHECKLIST. STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE: NOTED. IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING 0 THE SITE.. ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. SERVICE, 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. ORDER TO STABILIZE A, DRAINAGE CHANNEL. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH .ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -GLASS III. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A P`RMIT SHALL BE OBTAINED FROM THE VIRGINIA 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DEPARTMENT OF TRANSPORTATION (VDOT). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 14, CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED 1c,11:7-CONSTRUCTION CONFERENCE. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 15. ALL 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL AUTHORITY OR AGENT ISSUES EROSION CONTROL BOND. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL'VERTICAL). WHERE REASONABLY OBTAINABLE, 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. CHANNEL. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 11. THE SPEED LIMITS TO IBE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. ON THE ROAD PROFILES. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING A REAS ARE NOT TO EXCEED 2 % IN ANY DIRECTION. 13, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 30. DUMPSTER PADS TO BE MINIMUM I O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. RWSA CONSTRUCTION NOTTES: SEE SHEET 2 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. STANDARDS AND SPECIFICATIONS 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE l . VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P .ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING, 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD 35, ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM EDITION, 1992. 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 6. VIRGINIA MANUAL FOR' UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 37, SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIIRED SUBGRADE ELEVATIONS. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED FINISH ELEVATIONS. 8. INTERNATIONAL CODE (COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. SURVEYOR'S OR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. BH BORE HOLE GAS LINE G TBS TO BE SAVED BM BENCH MARK PHONE LINE UGT TBR TO BE REMOVED 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CO CLEAN OUT OVERHEAD ELECTRIC OHE EX. EXISTING CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A DIP DUCTFILE IRON PIPE SANITARY SEWER S SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. E SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC UGE SITE ELEMENT TO BE REMOVED 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HANDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION IF MF IRON FOUND WATER LINE W MONUMENT FOUND EX. STORM DRAIN LINE AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR PF PIPE FOUND PROP. STORM DRAIN LINE \ TREE TO BE REMOVED \ SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. PKNS P-K NAIL SET '� S SIGN ----- ---- - UTILITY LINE TO BE REMOVED 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. WM WWATER METER WV VNATER VALVE 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 240AK40 - 24" OAK W/ 40' CCANOPY DIA. DEVELOPER: REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: KATHY WILLIAMS PROPERTY OWNER: REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 CONTACT: KATHY WILLIAMS TAX MAP / PARCEL #: 76-46F PROPERTY ADDRESS: 502 OLD LYNCHBURG ROAD PROPERTY SIZE: 8.383 ACRES ZONING: COMMERCIAL OFFICE (CO) MAGISTERIAL: SCOTTESVILLE COMPREHENSIVE PLAN: NEIGHBORHOOD 5 - COMMUNITY MIXED -USE PROPOSED USE: SUBSTANCE ABUSE TREATMENT CENTER FOR WOMEN DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: YES AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: DISTURBANCE OF MANAGED SLOPES SPECIAL EXCEPTIONS: 1. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL PROJECT ENTRANCE - SECTION 21.7(C). 2. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL LANDSCAPE SCREENING OF PARKING AND BUILDING - SECTION 21.7(C). 3. ALLOW BUILDING TO ENCROACH INTO 50' MINIMUM SIDE YARD SETBACK ADJACENT TO RESIDENTIAL DISTRICT - SECTION 4.20(A). SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417 THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 24, 2016 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SEE SURVEY MISS UTILITY TICKET NUMBER: B608801898-OOB, A608500367-OOA LAND -USE SF .- AC Flo . . LAND -USE BREAKDOWN: BUILDINGS. 19,810 0,455 5% PAVED AREA: 160,126 3.676 44% ;PERVIOUS/OPEN AREA: 185,215 4.252 51°l0 OTAL SITE ACREAGE- 365,151 8,383 100% BUILDING SQUARE FOOTAGE: 11,820 SF EXISTING 7,990 SF PRO POSEP, 19,810 SF TOTAL SETBACKS: 10' MINIMUM FRONT BUILDING SETBACK 30' MAXIMUM FRONTSUILDING SETBACK 50' BUILDING SETBACK ADJACENT TO RESIDENTIAL 20' PARKING SETBACK ADJACENT TO RESIDENTIAL 20' BUFFER ZONE AD?ACENT TO RESIDENTIAL MAX, HEIGHT OF STRUCTURE: 65' BY CODE 40' EXISTING BUILDING 33' - 1 1" HEIGHT PROP�JSED BUILDING NUMBER OF EMPLOYEES: 8 RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: A MINIMUM OF 12 PACKING SPACES REQUIRED PER 08/08/16 APPROVED PARKING DETERMINATION LETTER PARKING PROVIDE: 14 PARKING SPACES PROVIDED TRIP GENERATION ESTIMATES: LAND USE CODE 610: HOSPITAL (8 BEDS) DAY WEEKDAY WE' KDAY WEEKDAY SATURDAY SUNDAY AM PEAK HOUR GEN. PM PEAK HOUR GEN. TRIP GENERATION RATE 12.94 VPD/BED 1.45 `?H/BED 1.60 VPH/EMP. 2.55 VPD/BED 7.19 VPD/BED TOTAL 104 VPD 1 V PH 13 VPH 65 VPD 58 VPD _'2. SITE NOTES: l . THE PROJECT PROPOSES A 7,990 SQUARE FOOT B!!IL DING AND SMALL PARKING LOT ON AN UNDEVELOPED PORTION OF THE REGION TEN FACILITY/PROPERTY ON OLD LYNCHBURG ROAD. 2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AKEA AND NOT WITHIN A DRINKING WATER WATERSHED. 3. NO PORTION OF THE PROPERTY IS WITHIN THE 100`s EAR FLOODPLAIN. 4. THE EXISTING VEGETATION OF THE SITE IS MIX OF FAVED PARKING LOTS AND OPEN TURFED/LANDSCAPED SPACE. 5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER. b. TRASH WILL BE CONTAINED IN 64 GALLON, WHEE_ED TOTES LOCATED IN A SMALL, ENCLOSED CORAL ADJACENT TO THE PARKING LOT. REVISIONS: APPROVALS: PLANNING/ZONING ARCHITECTURAL REVIEW BOARD ENGINEER BUILDING OFFICIAL FIRE OFFICIAL waterstreet-Ju lk,_p landscape architecture I civil engineering 4.18 E plain Street 434.2-95.8177 Charlottesville, VA 22902 LI&M0335386 _47 professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTER project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase J U LY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS COVER ER SHEET sheet title ACSA Ll 00 • sheet number w a t e r s t r e e t it, L-1 landscape architecture I civil engineering 418EMairiStreet 434.295-8177 Cliarlottesville,\/A212902 "N'TH op Alan G. Franklin Lie. No. 35326 LONAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS EXISTING CONDITIONS 1 sheet title N 0 10' 20' 40' L I w ate rstreeV--r! landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 �LTH OF It � Lic. No. 35326 0 IV A L professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team M101201 a ILI project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS EXISTING CONDITIONS 2 sheet title N 0 10' 20' 40' w a t e r s t r e e t st 0 landscape architecture I civil engineering 418 E Main Street 434-.295.8177 Charlottesville, VA 22q02 0\/ERHE,I,D UTIL.ITY (TY",) y y 2 57' AREA OF ENCROACHNAENT BY VDOT FOR STORMWAI ER ,KAA N A G E iNA E I b AS I }0.121 AC, BARWIRE FENCE x x x x x x — x — x — x — x x X X X X X xf— x — X — X — x z (y) V) (y) U 0 U z 0 LU WOODLANDS LAND PROJECT, LL C D.B. 45.95 P. 767 D. B. 3453 P. 276277 PLAT R- 75 RESIDENTIAL TMP A5-AM GAMBIT, L.L.C. AND SNO WP4 WS, L L C D. B. 4573 P. 270 D.B. 3038 P. 96-97 PLAT D.B. 2168 P. 705 PLAT R-2 RESIDENTIAL STATE ROUTE 780 OLD L YNCHBURG ROAD VARIABLE WIDTH RIW -------------- — ------ - ------ 4-1 .000 10, DECISION POINT B C'1�0> / / z ROPOSED VDOT STD. � C G-9A ENTRANCE -\�GUTTER 44'INGRESS AND EGRESS Z—EASEAIIENT D.B. 2768 P. 70, 87PLAT TA,1P 76-54A I ASH UNI V"ERSITY PLA CE, L. P. D.B. 4580 P. 53P D.B. 2768F. 705 PLAT R- 15 RESIDENTIAL DECISION POINT C 0 10' 20' 40' 7OHOF. Alan G. Franklin Lic. No. 35326 4p, ls'�OIVAT, professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS LAYOUT PLAN sheet title 0 landscape architecture I civil engineering 418 IE: Main Street 434-2.95.8177 Charlottesville, VA 22902 WOODLANDS LAND PROJECT, L L C F)P 4,!�9QqP IX7/7P q,4,-qP 77.4-977PIAT kw-- �LTH OF Alan G. Franklin I'd Lie. No. 35326 O 4P, lv�OIVAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team V- TMP 7.5-4,5F z ZONED: CO 8.383 A C. X \�`Y'= REGION TEN SSW, Z ly SSMH WOMEN'S SHELTER project name "1Z TOP 444.50 �A -00\< 6"PVCIN43, Z REGION 10 COMMUNITY Q \ 5 DROP 6"PVC N438 DROP 6"PVCIIN435.35 .00, SERVICES BD, INC. 8"PVC OUT434.2c5 client X 502 OLD LYNCHBURG ROAD GRATE TE R CHARLOTTESVILLE, VIRGINIA 22903 TOP 438.44 project address 6 " PVC IN 433, SSMH GRATE IS" HDPE OU433.29,�- ," TOP 421.27 TOP 477.85 8" DIP IN 4145.25 15" HDFE IN 410.95 NA CP 6.77 -54 8"PVCIN41 TMP 76 A I project number \:i� 8"PVCOUT415-98 ASHUNlIVERSITYPLACE L.P. '.4 D.B. 4580 P. 539 D.B. 27(58 P. 705 PLAT 71IN Ai, Iv R-75RESIDENTIAL MAJOR SITE PLAN AMENDMENT DECISION project phase POINT C' STORM STRUCTURE SCHEDULE \0 c, b STRUCT. STRCT. RIN INVERT PIPE JULY 52016 -_ _ W TYPE ELEV.. CUT DESCRIPTION issue date K� 'Col z 00 \ , \ -/ / / ,/ I z r-) 00 UJ UJ C� n SSMH U TOP 428.88 8" P VC IN 417.17 010 8"PVC OUT476.8.9 GAMBIT, L.L.C. AND SNO WFA WS, L L C D.B. 4573 P, 270P6-P7 PLAT D.8.27,�8P. 705PLAT revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS X/ RADING & UTILIT I (D 3: n PLANT SCH ED U LE 30 Year Canopy QTY. I SYMBOL Iscienfific Name ICommon Name 1Sipe Spacing Root OVERALL SITE TREES 6 BN :Betuic nigro'Cully' River Birch 2.5" Cal. AS SHOWN B&B i!397 2382 6 GB Gingko biloba 'Princeton Sentry Maidenhair Tree 2.5" Cal. AS SHOWN B&B 14 84 5 QB Quefcus bicolor Sw a mp White Oak Cal. AS SHOWN B&B 524 :2620 5086 OVERALL SITE SHRUBS 38 CA i0ethra ainif olia 'Hummingbird' Surnmersweet 24' Ht. 3' O.C. iCONT. 34 FM Totherglila major'Mount Airy Witch Alder :24" Ht, 4O.C. CONT. 44 IV /tea Wrginica'Henry's Gomel' Sweetspire 2,V Ht. 113'O.C. CONT. 37 MC Mydca cericif era 'Don's Dwarf' Dwarf Wax Myrtle 24" Ht. O,C, CONT. 16 P L Prunus laurocerasus'Sch"Pkaensis' Schlpka Laurel 341­lt, 4' O.C. B&B VC lViburnum x bu,,kwoodli'Conoy Conoy Viburnum '24' Ht. 5'O.C. CONT. 'GROUNDCOVER RA :Rhus cromatico'Gro-Low' Gro-Low Sun -cc '12" Ht. 151 O.C. CONT. I PLANTING MIX I (SHRUBS, PERENNIALS AND GROUNDCOVER) AH Amsonia hubrichtii Thread Leaf Blue Star 3 qt. 181, 0. C. CONT AM Amsonla tobernaemontana Blue Star �3 qt. I&, O.C. CONT, EC-M. Ech[nocea purf)urea'Magnus' Purple Coneflower 3 qt. 181, O.C. CONT. IG ,flex glabra'Shnmrock' Ink berry Holly 24' Ht. 13'0.C. CONT. IV2 Eris versicolor Blue Flog Iris 3 qt. 18" O.C. CONT. MC /vI yrica cerfcifero 'Don's Dwarf' Dwarf Wax Myrtle 241 Ht. 3 O.C. CONT NF Nepeta x [assenif'Walker's Low' Catmint 3 qt., 181, Q.C. CONT: PA 'Perovskic a Wplicif o tic 'Little Spire' Russian Sage :3 cit. 181, O.C. CONT, Pvs Panicum'Cape Breeze' Cape Breeze SwItchgrass .3 at. 18" O.C. CONT PvS -Panicurn virgaturn 'Shenandoah' Shenandoah SwItchgross 3 qt. 18" O.C. CONT. RF :Rudbeckia fulgida'Goldstrurn' Orange Coneflower 3 qt. 8" O.C. CONT, SH Sporobolus heterolepis Prairie Dropseed �3 qt. 18` O.C. CONT. VD Viburnum dentatum Arrowwood Viburnum 24" Ht. 5' O.C. CONT VB Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum Ht. 31 O.C. CONT PLANTING MIX 2 (SHRUBS, PERENNIALS AND GROU NDCOVER) AD Aster divaricatus White Wood Aster ;3 qt. 181, O.C. CONT DE 'Dryopterfs erythrosoro'Brillfance' Autumn Fern 13 qt. 181, O.C. 'CONT, GM Geranium maculaturn'Rozonne' Rozanne Geranium 3 qt. 181, O.C. CONT. I HV Heuchero villoso 'Autumn Bride' Hairy Alum Root 3 qt. 18" O.C. CONT. HA Hydrangea arborescens Smooth Hydrangea Ht, 31 O.C. CONT, HQ 'Hydrangea quercifolto Oak Leaf Hydrangea !24!'Ht. 30 . C . 'CONT. IC .. . .. ... ..... flex crenota 'Heller[' Heiler{ Holly 24" Ht. 3' (D.C. CONT. IV2 Iris versicolor Blue Flag Iris �3 qt, 181, O.C. P0 'Polystfchum achrostichoides Christmas Fern 3 at. 18" O.C. CONT TC Tfarello cord"folio Foarrflower 3 at. 12" O.C. CONT. VC Viburnum caries if 'Co mpa ctum' Korean Spice Viburnum 24" Ht. &O.C. CONT. PLANITNG MIX 3 (BIOFILTER PLANTING) CP 'Carex pensylvanfca Pennsylvania Sedge plugs 12" O.C. CONT, CL Chast-nonthiurn latifolium River Oats 2" plugs 18" O.C. CONT. CG Chelone glabra Turtlehead 2" plugs I&, O.C, CONT. CS Corpus sericea 'Arctic Home' Red Twig Dogwood 24" Ht. 3i O.C. CONT, CF -Corpus ser1cea Tlavirarneo' Yellow Twig Dogwood Ht, 3 O.C. CONT, IV 'Iris ver-sicolor Blue Flag Iris 2" plugs 181, O'C CONT JE Juncus effuses Soft Rush 2" plugs 18" O,C, CONT, LC Lobelia cordinalis Red Cardinal Flower .2" plugs 18 O.C. "COT. LS Lobelia stphilitica Blue Cardinal Flower 12"' plugs, 181, O,C. PVS L'anicurn, virgolum'Shenandoah' Shenandoah Switchgrass 2" plugs I&, O.C. CONT LANDSCAPE CALCULATIONS Road frontage Requirement. I Large Shade Tree (2 1/2" cal.) per 40 Linear Feet of Road Frontage Old Lynchburg Road z230LinearFeet Required: 6 Large Shade Trees Provided: 6 Large Shade Trees 177LinearFeet 101d Lynchburg Place Required: 5 Large Shade Trees Provided: 5 Large Shade Trees Interior Parking Lot Trees Requirement 1 Large Shade Tree per 10 Parking Spaces 74 [Parking Spaces Required: 2 Large Shade Trees .Provided: 2 Large Shade Trees .Parking Lot Requirement. 517o of paved parking and vehicular ciruclation, mustbelandscaped Area: 5942 Square feet Required: 297 Square Feet Provided: 320 Sqare Feet Tree Canopy Requirement 10% of Total Area ?365,152 Total Area Gross Site Area L-) Rec. Areas 0 Pond Area Wetland Area 0 Required: 36,515 Provided: 51,524 + Tree Save 37,150 Canopy Bonus 9,288 Proposed Trees 5,086 County of Albemarle Conservation Plan Checklist —To be placed on Landscape Plaits (Handbook, pp 111-284-111-297 for complete specifications) NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. L The Yt>llowina itemsshall be.shown Trees to be saved: 1121 Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. MaLWa2l • All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. • No grading shalt begin until the tree marking has been inspected and, approved by a County Inspector. 3, Pre -Construction Conference: U Tree presmation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipmetit, vehicular traffic and storage of construction materials including- soil shall not be permitted within the dirl plines of trees to be saved. 5. Soil Erosion and Storntwvater Detention Devices: Ll Such devices shall not adversely affect trees to be saved. 6. Fires- L1 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 too feet of the dripline of trees to be saved. 8. Protective FenLlng: 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 County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within, the dripline of a tree 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 construiction detail Submitted for approval. 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. t2. CleanuR: Protective fencing shall be the last items removed during the final cleanup, 13. DgpjagLd Trees. U Damaged trees shalt be treated immediately by pruning, fertilization or other, methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILL TY"TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION I REQUIREMENTS. 41- y,_ W SEED DISTURBED AREAS 0 X X -- X OH ONE (24POP2 410.38 9.83' ­4 11Q) _7 'J8F 15POP25 Q 414.40 A/// PLANTING MIX 1: SHRUBS,, ORNAMENTAL GRASSES PERENNIALS-.4 r 7-1/ _V X Iv, 41 TREE PROTECTION FENCE, TYP. 4- PLANTING MIX 3: BIOFILTER `16 0 PLANTING - MIX OF ORNAMENTAL GRASSES AND PERENNIALS,% �'' j EXISTING TREES TO REMAIN, TYP. A PORTIOIN OFF TMP 76­46F 8.383 A C. ZONED: CO WOODLAND,!)' LAND PROJECT, LLC D.B. *_595 P. 167 D.B. 3453 P, 276-277 PLAT R-15 RESIDENITIAL - - — - ------- — W W G- - ----- G-- - — G ---------- G G, .0 '110011 Z 11\,,�P 76-46A GA,MBIT, L.L.C. AND SNOW PAWS, LIC D.B. 4573 P. 270 D.B. 3038 P, 96-97 SIP LAT D.B. 2168 P105 PLAT R-2 RESIDENTIAL b Y, STATE 'ROUTE -78b OLD LYNCHBURG ROAD VARIABLE WIDTH RAv TMP 76-54 1 S r7 rn z X I W5 R 6 41 D4 J (ATE '4 r-� 0 PLANTING MIX 1: SHRUBS, ORNAMENTAL GRASSES AND PERENNIALS 411.2�/ PLANTING MIX 3: BIOFILTER PLANTING MIX OF ORNAMENTAL GRASSES AND PERENNIALS 6 <V. SEED DISTURBED AREAS \27- R136 - TREE PROTECTION 041 .12 FENCE, TYP. PROPERTY LINE N EXISTING TREES TO REMAIN, TYP. ASH UNIVERS11'Y PLACE, L.P. D,B. 45-80 P, 1539 D.B. 2168 P, 105 PLAT R-1 5 RESIDENTIAL LIMIT OF WORK ii 8,RO 8 019.13 A,\ N, W a I e r s t r e e landscape archite.ctuire I civil engineering 4A E Main Street 434.295-8177 Charlottesville, VA 22902 �,TH Op Alan G. Franklin Lie. No. 35326 P4 �d rZ4 4q, �J 10NAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team REGION TEN WOMEN'S SHELTE*z project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase JULY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS LANDSCAPE PLAN sheet title M kTE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of I 0 10' 20' 40' 6NW0MMN==ffA� sheet number 1 Z <t J n W ILL • LUO_- __.......__....... _ .......................... - ...._._..._.__..._ r-.._._. 11.111 . ....... . . . ................... ....... ... . - - -- 10+00 STORM DRAT N 'A' PROFILE, SCALE: H: 1 "=20', V: 1 "-10' WHERE -- PLAN APPLICABLE 1 nppp r.nnlrRA�Tlnlv/�r.n�zF 'X = X ->- X -- X°-�. X - �x 0 SECTION SCALE: NTS r"'-'" "'SION JOINT )OTH TROWELED EDGE; NAL A FINISH; TYP. EXPANSION JOINT W/1/z" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED e.X WWF 6" X 6" W1.4 X W1.4 W/ 2" ,- MIN. COVER -ONLY WHEN / WHERE VEHICULAR TRAFFIC IS r/ � 1 EXPECTED TO OCCUR \f -COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE 2 _ . _ _ _.__._. _ _ ._......._---__.__. _ _._ ____-- ____.....__.___ _ LOci '_ NO�O W O^_ '-N' 0 `❑ L.. I XC-4 W OI _ / 17.79 04 _. up�X "'��U_.- ---'-- ..._ . I(IiII - � ......_..__..__.. ___. .___........._..._...... Ii 01 LU +wIWCNQ LeoLLJ Q") >ofl z�`.nV)OwaC) �0 . ..._ .- �?� V....-..v_L). .r.Z wO 0 Q O Q> W > Z z Oz O BI FILTER / 1 _. I `_.__ _..S.- .98%60.78 LF OF . 54" IRCP @ F OF 54" 11 LF . 54ROp 70.98 35 OF EX. 54" RC @ 7.35% .................._ ..... _... __------- .... IIlCi G _ --- -- ._.___ ._...._.._.e ._ z� 18+00 14+00.Q DO O .__ -.___......._ .l1l 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. 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. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS aF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE 7 AT 12" C-C -C-1 CONSTRUCTION ro 5' MIN. JOINT SECTION B-B 2:1 Xyi Q z rco ` 12:1 MAX, ' B j 2'- B ��= L 12.1 M! p A TRUNCATED DOMES SHAPE TO MATCH FACE OF ROADWAY CURB- BACK OF CURB 20: 1--- 2' MIN. I SECTION A -A --� 28" C-C TRUNCATED DOME 0 0 , C7 0 0' 0 0 0 C3 0 O O 0 0 0 0 G O O O O G 0 O U C 0 0 C 0 C 0 0 0 0 0 0 0 0 0 0 0 0 C A" C-C 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 Q 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 N 0 0 0 0 G 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 C 0 0 0 0 0 C C O 0 Q O O G O O 0 0 0 0 O C 0 to 0 0 VARIABLE I 4' MINIMUM. PAY LIMITS DETECTABLE WARNING DETAIL NOTE: ALL DETECTABLE WARNING AEEAS SHALL BE PAINTED YELLOW UNLESS AN EXISTING CONDITION IS ALREADY PRESENT. 4 VDOT STD. CG-1 2B- VCTO-IJ SCALE : NTS O U� ♦ *SQUARE LANDING AREA O OUTSIDE OF TRAVELWAY CROSSWALK SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK n n WITHIN THE MARKED CROSSWALK CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK y{ �" DIA. DIA. TRUNCATED DOPVIE DETAIL CG-12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORVATION 01* 12 RESERVED PARKING 00 o FID HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7-813 SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS WSJ METAL SIGN POST- 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN, COMPACTED SUBGRADE • PENALTY $100-$500 FINE TOW -AWAY ZONE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/8" -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL (POST COLOR SHALL DIA, PRE BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR # 15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. SCALE: NTS t N V) 01 ov IN P - �+ MIN U i2 .d � PRC Q z� .......6U__ Z j Z 12" M11\ I Q w W w Q z 3 z W N Q W w �� o I> z oo - r' z i O> ON O0 ncZ CzQ IL a- ASPHALT PAVING SECTION SCALE: NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. /"'-2� VDOT STD. CG-2 C2.01 j SCALE: NTS NOT NO DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND Cot 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE '" COMPRESSION x 3/4' MALE PIPE COUPLING PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R I "OMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL =OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION AFTER IS NOT PROVIDED. CAST IRON UD C AETER AETER 3OX COPPERSETTER AETER ;K AS NLUESSARY TYPICAL. SERVICE LATERAL. INSTALLATION (5/8" 8c 1 " METERS) NTS FIG. W-6A TD-10 E: 2E-DEVEL PMENT CON ITION THERE IS LESS THAN STA DARD ACSA MUM C VER OVER EXISTING SANITARY SEWER PIPE. IN LL CASES THE POSED G ADES OVER EXISTING SEWER PIPE ARE GREA ER THAN EXISTING. EXISTING GRADE FRO GRADF".___. _ 3EPARATI N,� - i 203.61 LF OF EX. �" ACSA PVC S S.�@ 0.507o _ I� �o � O LOj LU 11+00 t" V. � � N "! Q , T - -4. Q zz- OZ >_._ I 12+00 t aterstreet... landscape architecture I civil engineering 418 E MainStreet 434.2.95.8177 Cllarlortesviile, VP, 22 goz "'OH 0p Alan G. Franklin >b Lie. No. 35326 W NAL professional seal ALAN FRANKLIN, PE manag er er p J g JESSE CALDER project team i� • project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase J U LY 5, 2016 issue date revisions 1 09/19/1 b ARB COMMENTS CO, COMMENTS SITE DETAILS sheet title Ll 006 sheet number W 0 r- w W LU V) V) w z w 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST JUALL : 1/2" = 1'-0- SEE PLANT SCHEDULE FOR SPACING SCALE: 1 /2" = 1'-0" DEPTH NOTES: -3'-0" FOR ALL TREES -2'-0" FOR ALL OTHER PLANTINGS 4" ORGANIC COMPOST TILLED INTO TOP 6" OF TOPSOIL PROFILE TO CREATE A 10" MODIFIED ROOT ZONE TOPSOIL SCARIFY FACE OF SUBGRADE PRIOR TO APPLICATION OF TOPSOIL DECOMPACTED SOIL -RIP WITH SINGLE -TOOTH RIPPER OR OTHER MECHANICAL MEANS PRIOR TO APPLICATION OF SOIL, SCARIFY FACE OF SUBGRADE SUBGRADE SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING (SHED GRADE )OUBLE-SHREDDED RDWOOD MULCH 2"x2"x6MI r -USE 2 STAK AND SET OI PACKAGE 3" DOUBLE HARDWOC TAPER AT TF TO WITHIN IN PLANTING REMOVE Al STRING FRC AND ALL Bl TOP 3/3 OF F ROUGHEN OF PLANTII` NATIVE BA( AMENDED' ORGANIC c COMPACT TO FORM P TO PREVEN' 1. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SOWN ON PLAN WITH TOTALS IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNITS PRICES BE SUBMITTED AS PART OF FINAL BID. 2. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AND SHALL BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION OF ALL PLANT MATERIAL UNTIL, a.) UPON FINAL ACCEPTANCE IS ISSUED BY LANDSCAPE ARCHITECT AND/OR OWNER, AND b.) THE CONTRACTOR PROVIDES OWNER WRITTEN NOTIFICATION OF ALL MAINTENANCE NEEDS OF ALL SCOPE ASSOCIATED WITH THE PLANTING PLAN(S) CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT THE COMPLETION OF THE PLANTING INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO THE BEGINNING OF CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 5. THE LANDSCAPE ARCHITECT IS THE OWNER'S REPRESENTATIVE AND SHALL BE THE APPROVING AUTHORITY FOR INFORMATION PROVIDED WITHIN THESE PLANS AND SPECIFICATIONS. 6. ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENDMENTS, PLANTING SUPPLIES, AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY AT NO EXPENSE TO THE OWNER. 7. CONTRACTOR SHRILL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, AND IMPROVEMENTS SHOWN AND SHALL REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT. 8. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS. WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV. -LOOPED TO TRUNK -(2) PER TREE -NAIL OR STAPLE TO STAKE SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH -MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 9. BEDS TO CONTAIN SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, OR PERENNIALS SHALL BE TILLED TO A DEPTH OF 12'' AND THE SOIL CONDITIONED BY ADDING 3'' OF A U.S. COMPOSTING COUNCIL APPROVED COMPOST. 10. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURED SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 11. ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 12. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN. 13. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY. 14. FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION. 15. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT AND PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO A.A.N. STANDARDS. 16. SOIL SHALL BE FREE OR ALL WEEDS AND ROCKS GREATER THAN 1" IN DIAMETER. 17. PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY MUNICIPALITY INSPECTION FOR COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE MUNICIPALITY. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY RESULTING FROM UNAUTHORIZED SUBSTITUTIONS OR DOWNSIZING. 18. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER. 19. CONTRACTOR SHALL REMOVE TREE STAKING AT THE END OF THE ONE YEAR WARRANTEE PERIOD. JM WIRE TIES OR 12 GAUGE 'POST CLIPS MINIMUM 3 PER TS JM SPACING DN SIGNAGE (TYP.) 30' MAXIMUM X2" WELDED WIRE FENCE FABRIC GRADE rviHn is -u oe NOTES: 1. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION. 2. WHERE REQUIRED, SUPER SILT FENCE MAY BE USED IN LIEU OF WELDED WIRE FOR TREE PROTECTION PROVIDED IT IS INSTALLED AND MAINTAINED AS A TREE PROTECTION MEASURE AND IS POSTED WITH TREE PROTECTION SIGNS. 3. TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVE FENCE ONLY WITH APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED. WELDED WIRE TREE PROTECTION FENCE ZY-ALL : IN w a t e r s t r e e t "s landscape architecture I civil engineering ,IA E Main Street .434.295.8177 Charlottesville, VA z_zgoz ivo'NLTH op .v N�l Alan G. Franklin Lie. No. 35326 4Q. NAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase J U LY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS PLANTING DETAIL sheet title Prepared by: LIGHTING VIRGINIA CENTRAL 4000-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = MOUNTING HEIGHT IN FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. L 1. CONTRACTOR SHALL CONFIRM CONSISTENCY OF MATERIAL QUANTITY BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECT FOR SUBSEQUENT REVIEW AND APPROVAL BY THE LOCALITY. 2. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE. 3. LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO SUPPORT SITE LIGHTING SYSTEM. ALL LINES RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN SCHEDULE 40 OR SDR 35 PVC CONDUIT. 4. LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL TRANSFORMERS, ELECTRICAL PANELS, ETC. TO SUPPORT SITE LIGHTING SYSTEM. 5. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 6. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF. 7. POLES TO BE LOCATED IN ANY VEHICULAR TRAVELWAY OR PARKING AREA SHALL BE MOUNTED ON A 2-FOOT-HIGH CONCRETE PIER. POLE HEIGHTS SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE APPLICABLE. 8. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE LOCATED ON FIXTURES SHALL BE GFI WITH WEATHERPROOF COVERS. 9. OUTDOOR LUMINAIRES SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 10. SPILLOVER OF LIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL NOT EXCEED ONE-HALF (�,') FOOT-CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY. 11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN-DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND CAPABLE OF MEETING THE ABOVE REQUIREMENTS. 12. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 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. z Q _ U ry w O O CL co 0 J 11 N F- u Lu 0 0 Q U i D m U z r J 0 O z w z O C� iY i U LU 2 N Luminaire Schedule r - Symbol 4iy Label Arrangement Lum. Lumens LLF [MANUFAC] Descrip#ion Lum. Watts Mounting Ht -® 3 VL4 SINGLE 15511 1.000 Beacon Products VP-L-64NI3-136-5K-T4 137 20 ft. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property line Illuminance Fe 0.07 0.5 0.0 N.A. N.A. WOODLANDS LAND PROJECT, LLC - ---- ------------- ----- --- - -- -- r D.B. 4595 P. 167D.B. 3453 P. 276 277FLAT Site to Zero Illuminance Fc 0.46 10.1 0.0 N.A. N.A. 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No. 35326 '0 rz� ,ONAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team ,'*EGION TEN project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase J U LY 5, 2016 issue date revisions 1 09/19/16 ARB COMMENTS CO. COMMENTS PHOTOMETRIC PLAN sheet title 0 10' 20' 40' sheet number mitted b Lighting Virginia -Central CatalogNumber: VPL-64NB-135-5K-T4-UNV-RA-XKX e: Type: V Ltd Submitted b Lighting Virginia -Central Catalog Number, J VPL-64 B- 35-5 -U V- - N 1 K T4 N RA XXX Type; Yp!� V�. Submitted b Lighting Virginia -Central Catalog Number: _ _ VPL-64NB-135-5K-T4-UNV RA XXX�/A e• Type: LsF Submitted b Lighting Virginia -Central Catalog Number: VPL 64NB-135-5K-T4-UNV-RA-XXXA�,� Type; VL Submitted by Lip `AMAJob Name: DAM s Job Name: o Center Region Ten Women's s Ce e S S f Ar( s LIGHTING Job Name; Region Ten Women's Center VVS-SP TAM 5, Job Name. LIGHTING Region Ten Women's Center WS-SP LIGHTING Y LIGHTING Region Ten Women's Center WS-SP LIGHTING VIRGINIA Notes: ,o VIRGINIA Notes: VIRGINIA ,� v (Votes: VIRGINIA Notes: VIRGINIA R� RNe LV - GENTRALI6-20814 LV - CENTRAL 16-20814 -'?RNE4 LV - CENTRALI6-20814 :xl�v -RN 1 v _ ePNITRat as-onAia RNe entral Catalog Number: Type: Job Name: SNS-20-40-1'1-AB-PC XXX -DM'19 Region Ten Women's Center WS-SP { } Notes: LV - CENTRAL16-20814 w a t te r s t rEN: e t,-.,) _1[ t", landscape architectLlre I civil engineering 419 E Main Street 4.34.29j.8177 Charlottesville, VA 22902 VIPER L cat.# Type 00FEACON Job SERIES Approvals LARGE VIPER LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: + Available with Energeni for orthina set The Beacon Viper baminaire is available in two d:mmmg, tinted diuhnlrg with s mpie delay, e` sizes with a wide choice of different LED Wattage T meu dim n!ng ad an hour of r-U n r configurations and optical distributions designed q9 1 rt v.a d.V or time of r i se ti 2 -- 9 (s d o to replace HID lighting up to 1000W MH or HIPS allow 5 different mounting options for application • Also availab e with Beaconnect Wireless in a wide variety of new and existing installations. Control System (see Beaconnect product Luminaires are suitable for wet locations. page for more details ptzrzin <. cf.<°, heelpeenn` 0 -. Construction: • One piece optical cartridge system consisting Installation: of an LED engine, LED !amps, optics, gasket • Mounting options for horizontal arm, vertical and stainless steel bezel. tenon or traditional arm mounting available. + Cartridge is held together with internal brass Mounting .tang hardware included, ' standoffs soldered to the board so that it can • Product is suitable for applications requiring be field replaced as a one piece optical system. 3G testing prescribed by ANSI C136.31 • Two-piece silicone and micro -cellular polyurethane foam gasket ensures a Finish: DIMENSIONS weather-proof seal around each individual LED. • Beacote V polyester powder -coo electro- statically applied and thorn oc, red.A — LED/Optics: • Berscote V finish consists or a five stage d pretreatment regimen vdhh a polymer primet + LED driver accepts I OOV through 277V, 50 Hz sealer and top coated vith a thermoset - — - D to 60 Hz (UNAO, or a driver that accepts 347V super TGIC polyester powder coat or 480V input. finish. - -- • Power factor is .92 at full load,The • finish meets "he AAMA 605.2 _ -� -`--- • All electrical components are rased at 50,000 pe or nonce sped loot on which includes — r - hours at full load and 25°C ambient conditions passing a 3000 hour salt spray test for __ _ _ _ Front per MIL- 2i 7F Notice 2. corrosion resistance and resists cracking or _ • Direming drivers are standard with lass of adhesion per ASTM D522 and resists connections for external dimming equipment surface impacts of up to 160 inch -pounds. A B G D Weight: EPA 29.12" 24.19" 14.25" 4.13" 25.0 ibs 1.0 ft2 available upon request. + Component -to -component wiring within the Listings: (578 mm) (425 mm) (105 mm) (105 mm) (11.3 kg) luminaire may carry no more than 8096 of rated load and is listed by UL for use at The luminaire shall be NRTL. certified to UL 1598 600VAC at 50°C or higher. and 8750 standards for use in wet locations. • Plug disconnects are listed by UL for use MOUNTING OPTIONS at 600 VAC; 13P, or higher. 13A rating Warranty: 31 1/4"—y applies to primary (AC) side only. Five year limited warranty (for more information Visit rr h?;-� -;� lt'r _i �= IT,S,.:::_iir e .ram 3n lnvvh Electrical: `r + Fixture electrical compartment shall contain all LED driver components and shall be provided Wa "al! Bracket with a push-button terminal block for AC pc:a'er connections. _ 0 5 1/2' --;r • Optional 7-pin ANSI Of 36.41-2013 twist -lock photo control receptacle available. Compatible _ with ANSI 0136.41 external wireless control devices. O • Surge protection - 20KA: Shuts off at end or life. r-- - - b. - Controls/Options: - 261i4" • Available will i an optional passive infrared -, (PIR) mot'r`n Sense capable o' detecting motion260 around the luminaire. When s no motion is detected for the specified time, the Motion Response onse system reduces 'he Wattage to factory preset level, reducing the light level accordingly. When motion is PK2 2-3/8Adustable Knuckle detected by the PIR sensor, the luminaire returns :o ft.l vVattage and full Ilgi : output. aiease contact Beacon Products 1f protect _—�`— Accepts 2 3/fl" OD ' requiremonts vary frorn sf,andarJ configuration. ---- - tenon, I'll, 4' ong. Side Ulef! Back Vex, SF2 2-3/8' OD Slip Filter CERTIFiCATIONS/LISTINGS i ce t _ Side ;-a Back 1. u, e C US ' R,P, Hectangilar Arrn Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 t' d efforts t improve our products, roducts specifications are Subject to change without notice. Due to our continue e o s o e o uc s P ,P P 1 9 P "r/" -> lf-�i/ ' HUB®ELL Lighting g 5 O 2016 BEACON PRODUCTS, All Rights Reserved For more information visit our website: www.beaconom products.c•Printed in USA SPEC t,'i 6 RDERiNG INFORMATION ORDERING EXAMPLE:VPU96NB-280/5K/T4/UNV/PCR-TUSF2/GENIXX/BLC/RA/BBT -------- r ------ --------- vPL li --------- - ------ HOUSE SIDE SHIELD VPL viper -large 64NB-135 135W, 3K 3000K UNV 120-277V 1 OPTIONS BBT basic black textured LEDarray] Y 4K 4000K 347U 347V PCR-TL photocell, HSS-90 house side shield BMT black matte textured BONB-180 180W, LED 5K 5000K twist lock 90° WHIT white textured array 480V 480V PCR-SC photocell, I HSS-180 house side shield i 8ONB-235 235W, shorting 180, MBT metallic bronze textured LED array i • NN cap BLC4 backlight control BZT bronze textured 96NB-220 22 W Ti type VERIFY 2P z dual power �, DBT dark bronze textured LED array 96NB-280 280W, T2 type I VOLTAGE feed BMDIA beaconnect with $yS gray smooth LED array T3 type III motion sensor DIPS dark platinum smooth FT-41 T4 type IV 1 MDDa motion dimming GNT green textured BCW1.1 beaconnect detector MST metallic silver textured T5R type V,rectangular GENT-XX''S energeni MTT metallic titanium textured T5QM type V, square medium Ti toll control module, DWI old World iron T5W type V, round wide t-net wireless control RAL FR front row auto r optic RA rectangular arm SELECT MDD OnDERtNG INEORMATIGN WhOn ordering a fixture w1 h the riiotlon detection option (MDD) please sp0clfy the SF2 2 3/8" OD slip -fitter FINISH aripropnate lnfgrmaton These 3eitngs are specified 1n tho ord0nng as shown to the example be)o4Y _ PK2 2 3/$" adjustable knuckle VPL / 8(IN8-235-.-y 5K f T5W 1_UNV l MOO -' • �' ^ ': �! �r �' '� -- /:'MT - WB Wall bracket RPA round pole adapter n DesignLights Consortium qualified. Consult DLC website for more details: http://www.designlights.org/QPL ' Not available wish 64NB-i 35 Not available Q 347V or 481 input ' Not available with other control or eenserpub re. ' T4 optic only s Wilda ordering Energeni, specify the routine setting code (example GENT-04), See Energeni brochure and instructions for setting table and options. Not available with sensor options. s To rotate optics Left or night 90 degrees, specify L or R after the optical distribution example T4L. ' Most specify group and zone information at time ofoods, See wwrv.heaconproducts.coMcontrals(heacanneci for further details a Specify time delay; dimming level and mounting height. PHOTOMETRICS Type I Type 11 Type IV Type V Round Wide VP-L-96NB-280-5K-T1 100, VP-L-96NB-280-5K-T2 too* VP-L96N6-280-5K-T4 ten, VPL-96N8-280-5K-T5W too' 25' 75 20 25 75 25' 76 25' 75' 25, 21' S1 �25' S0'- 50* 25 25 5a' 50 25 ram, 50' 7s I 5i) 7s' u \ 7s 7f J 1(t)' 75' \ j Yt 4 - 25 y 25` 700' 25 \ iC0' 50 50' at ; 50 _ ; _ SU' 2 J. too' 75 _ too• 75' 75• - /SIC/ as,tic ; 5tc Type Ill Type V Square Medium Type V Rectangular Front Row Auto Optic VP-L-96NB-28U-5K-T3 1w' VP-L-96NB-280-5K-T5QM to, VP-L100' -96NB-280-T5R-T5R VP-1_-96NB-280-5K-FR 100, 75' i 25' 75 25 25, 75 2T 25, 75' 25' 25 50, 50' 25,.5ic. 50 25' \ 50' 75' 5a' 25 7 25 5' 5 ,W' 1 ' 25 i W 2 i44' 25 25' 50' I 50 75, l:i 7' '2t 75• /.'� 75 -�' ,00' -% Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 " }11U®BELL Due to our continued efforts to improve our products, roducts specifications are subject t han e wi h n Huee�`L' Lighting N p p , p p eo c g tout notice. g g 7E ,-. w Q 2016 BEACON PRODUCTS All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 1il6 9 p Submitted b Li htin Vir irl entral Catalog Number: Type: Submitted by Li. q Airs Job Name: VPL-64NB-135-5K-T4-UNV-RA-XXX Ai{ _ s ` 0 LIGHTING Region Ten Women's Center WS SP VL4 LIGHTING VIRGINIA Notes: RVIRGiNIA A9RN1'ti� - - LV - CENTRALI6-20814 .QRN'rU b0LIt. FA IDA lattp:Civv 'w.clxirkslcy.or ci>rtrc>ncnt'1sal:?vicW' pr ciuct.dttsil citratlztr ... RNERM wwwdarkAkv.oil Product retail Click here to go an search result page Company Beacon Products Name: Website: htr _111Aravd.s ear an rrarJucts.e fir Model Name: Viper series Application Area, Parking, Security, Architectural, Pathway Type, Source Type: LED Product Image: Specification Sheets; beat viper_i_spec_03212013.pdf CCT Options: 3000K 4000K,5000K Available - Bug: ABOUTFSA entral Catalog Number: Type. - Job Name: VPL-64NB-135-5K-T4-UNV-RA-XXX' Region Ten Women's Center WS-SP VL4 Notes: LV - CENTRAL16-20814. ABOUT IC A'S FIXTURE SEAL OF APPROVAL APPROVED It gved t xtures «. I TIFF �'RI��ltfl Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution. IDA educates lighting designers, manufacturers, technical committees; and tN public about light pollution abatement. We recognize that the best Way to accomplish our goal of protecting and restoring our natural night environment :and our heritage of dark skies is through promotion of quality outdoor lighting It is in this spirit that We have developed the Fixture Seat of Approval (FSA) program for dark sky friendly fixtures. The Fixture Seal of Approval provides objective, third -patty certification for luminaires that minimize glare, reduce light trespass,. and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any luminaire submitted by its manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture. Seal of Approval. Manufacturers may use the FSA seat to promote and advertise their IDA-Approved TM dark sky friendly products, y For more information on the FSA program; its scope; and its criteria,_ and for our answers to your frequently asked questions, please refer to our FSA program package (Portable Document Format). or contact Its online. CERTIFICATION Submit your dark sky friendly product to IRA for evaluation and certification: Join the Fixture Seal of Approval program before your ompetitors doe To apply for the Fixture Seal of Approval, Simply fill out the online application form acid hit submit, IDA will then contact you after evaluating the photometric data and will give you instruction on the final steps, If you Would rather submit the application by hard copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the application. Ciri_ DRILL PATTERN I 4' Sag to distance from top of pole - !t .-2.50' C 78 I 2X 05/1 ! I,, ,. It Rectangular Arm 04 ,le -O Pole Ob' Pole PERFORMANCE DATA EPA r i 1 1 3@120' 2 ' i..:? � `�� 2 Ce190° 1.36 3 @ 90° 2.2 2 . 64 F 1• (500OK FWD 15922 T2 14274 T3 14137 136W T4 15511 T4-BLC 9040 T50M 15511 T5R 15785 T5W 15372 nominal,1 116 111' nominal,i 2 0 1 15762 115 2 0 1 104 3 0 3 14131 103 3 0 3 103 3 0 3 13996 102 3 0 3 625 mA 113 2 0 4 15356 112 2 0 3 66 1 2 1 8949 65 0 0 2 113 4 0 1 2 1 112 4 0 2 115 4 0 1 4 1 15627 114 4 0 4 112 4 0 2 15217 111 4 1 0 2 80 700 mA 180W FR/rl 21132 117 2 0 2 20322 113 2 0 2 T2 18888 105 3 0 4 18699 104 3 0 4 T3 18700 104 3 0 3 18513 103 3 0 3 T4 20571 114 3 0 4 1 20365 113 3 0 4 T4-BLC 12166 68 1 0 31 12044 67 1 0 3 T50M 20571 114 1 4 0 1 2 20365 113 4 0 2 T5R 20944 116 4 0 1 4 20733 115 4 0 4 T5W 20290 113 5 0 1 3 20088 112 5 0 3 80 875 mA 235 W FR/T1 24866 106 2 0 1 2 24615 105 2 0 2 T2 23070 98 3 0 4 22839 97 3 0 4 T3 21947 93 3 0 4 21725 92 3 0 4 T4 24360 103 3 0 4 24028 102 3 0 5 T4-BLC 14633 62 1 0 3 14487 62 1 0 3 T5W 23138 98 4 0 2 22905 97 4 0 2 T5R 24779 105 5 0 5 24541 104 5 0 5 1 T5W_ 24175 103 5 0 1 3 23931 102 5 0 3 96 700 mA 220 W _ FR/T1� 25358 113 2 0 2 25104 112 2 0 2 T2 22665 101 3 0 4 22438 100 3 0 4 T3 22440 100 3 0 4 22216 99 3 0 4 T4 24685 110 3 0 5 24438 109 3 0 5 T4-BLC 14984 67 1 0 3 14834 66 1 0 3 T5QM 24685 110 4 0 2 24438 109 4 0 2 T5R 25133 112 5 0 5 24882 111 5 0 5 T5W 24349 1 109 5 0 1 3 1 2;106 108 5 0 3 96 875 mA 280 W FR/r1 29839 106 3 0 2 29541 105 3 0 2 T2 27369 98 4 0 5 27096 1 97 1 4 0 5 T3 26336 93 3 0 4 26073 92 3 0 4 T4 29128 102 3 0 5 28837 103 3 0 5 T4-BLC 17564 65 1 0 4 17389 65 1 0 4 T50M 28889 103 5 0 3 28601 102 5 0 3 T5R 29184 1 105 5 0 5 28893 104 5 0 5 T5W 29010 1 102 5 1 0 1 4 28720 101 5 0 4 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment and application. Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 •Phone: 800-345-4928 w .��3�iUHHELL: HU�' BELL Due to our continued efforts to improve our products, roducts specifications are subject to change without notice. Lighting P P P J 9 : r> > -. •.- a D 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.c0111 • Printed in USA SPEC 1/16 SCALE : NTS ELECTRICAL DATA 1• 1 1 •1 .. 120 625 277 36 1.1 64 1 120 1.5 80 2 700 177 780 347 04 120 2 875 235 :2q.O80 347 480 120 96 2 700 277 220 0.8 347 0.6 480 0.5 120 2.3 96 2 875 280 1.8 347 480 1 0.6 AMBIENT rEMPERATURE r LUMEN MULTIPLIER � �® 11 PROJECTED LUMEN MAINTENANCE AMBIENT TM-21-I1 Calculated L7tI TEMP. 0 25 000 50,000 �.� 60,000 100,000 (HOURS) ® i t 1'' 'lateProt died per IESNA TM-21 -11 40QC 1--lins, based on 0 hours : r 1 Use these factors to determine relative lumen output for average ambient temperatures from Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 i1UHEELL' HU 'Q®ELL t r ntin e efforts t' v r I „L < Lighting Due to ow co u d fit is o improve e our products, roducts specifications are subject to change without notice. 1 h rn N P p ,P P J 9 � 9 9 v F .f '0 2016 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA SPEC 1/16 PARKING LOT LIGHT POLE CL OF LIGHT POLE AND BASE LIGHT POLE COVER MOUNT PER MANUFACTURERS INSTRUCTIONS SEAL EDGES WITH 50 YEAR SILICONE CAULK --!'t Rnl 1wniw—,' nN F11C,F-C 20 DM19 ❑ DM28 BCtT CIr.CLP ❑ DM29 ❑ DM39 EDL 6 !14:: 90° ,' ( .. 270` I — ElDM49 \\ / OTTCD \` BOLE �T'YP LJ ❑ T20R (2 3/8" OD) El T25R 2 7 8" OD 0_ " T30ft 3 i 2OD III Ij'�I'II ❑ txJ I I I I POLE TOP OPTIONS AB - ANCHOR BOLTS PC(xxx) - PAINTED TO MATCH BEACON FINISH SELECTED DM19 - DRILLED FOR SINGLE LUMINAIRE SQUA!af 5I PAIGNT 4'' X 4 ;C I 1 GR. I I I i 2.S"x5 P.E WOPCED hi,aNCnOL_ 1? G` PULL BASE 3/4,: wAl-L THI, J 1 + BASE PLATE DETAIL -- HEX NUT (a2) fLAT PROJECTION: 4" MIN 5" MAX 1 7" * ANCHOR BOLT TEMPLATE: ABT-850-4 * GALVANIZED PER: ASTM A-153 ANCHOR BOLT DETAIL WIND MPH 80 90 100 EPA 9.6 6.7 4.5 WEIGHT 240 167 150 LOADING CHART COMPONENT SPECIFICATION POLE SHAFT ASTM A-500 GRADE B BASE PIATE ASTM A-36 ANCHOR BOLTS ASTM F-1554 GRADE 55 MISC. STEEL M - AST A 36 SPECIFICATIONS 1. ALL HARWARE TO BE GALVANIZED TO ASTM A153. 2. POLE ASSEMBLY TO BE PAINTED OR GALVANIZED . 3. ALL WELDING TO CONFORM TO AWS D1,1 MOST RECENT EDITION. 4. POLE DESIGN IS BASED AGAINST COMMERCIAL GRADE STANDARDS. 5, DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR. 6. POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT FACTORY FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION, GENERAL NOTES P0LF_ 1\4 RK � FC)R APP1R_C3iV 3A1_ AMERICANLl'i L POLE F-V IF s F,'I-:ni :l-.TICN 'KAL- JDATE' ^t"G t4,. FROInc. :AVE: "SOO S. HULEN, SUJ1'E 200 Poxr WORTH, TX 76109 NONE 10511 O/07 BM 817-924-3682 To 817-924-7049 FAX CKR coNrml � u:�L- , , THE MFORM.10rl CO'v N7 N THISD—C, IS —PRIET(:RY AND CONnuFI'.TNL. Ware IVPI:fD SQUARE T STEEL STRAIGHT . Q S FEL r'I? , - t ., i,?FIr: ..1 Et .. REV: !PIIJ,TIVN VR DLSSEt-IIf:ATION OF TNL rANN:Eiii 15 RICr—kOHI6:rED vomQUT PR,ORWW xNNOTI`.E Fk0"1 nMnuo's rn, no 2(1tI [J' Att (j II G,( lJJ 1S ''T 11. L'i {�T a�71VS 20-40-1 I• -AB - Submitted by Lighting Virginia- entral Catalog' Number: Type: Airs Job Name: SNS-20-40-11-AB-PC{XXX}-DiM19 LIGHTING Region Ten Women's Center WS-SP VIRGINIA rA'Ne 4 Notes: --- - - - - LV CENTRAL16-20814 Pole Shaft The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793" ) steel. Each section shall be fabricated from high strength low alloy steel conforming to ASTM A500 Grade E, with minimum yield strength of 46,000 psi. Each pole will have a full-length longitudinal weld and will be square in cross-section. Base Plate The base plate is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds ASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bolt holes. Hand bole A reinforced hand hole, having a nominal 3" x 5" opening, will be installed 18" above the base plate on all poles. A hand hole cover and attaching hardware is included with each hand hole assembly. Aground lug will be welded either on the hand hole frame or on the Inside of the pole opposite the hand hole depending on the design. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot roiled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end in accordance with ASTM A-153. Anchor bolts will ship with the poles unless otherwise specified. Pole Top Each pole will be side -drilled with a removable pole cap or have a 2-3f8" O.D. x 4" tenon top (other sizes available). Welding All welds shall be of the highest quality and performed by American Welding Society certified welders conforming to the latest version of the American Welding Society specification AVVS D1.1 . Finish All poles, mounting brackets and platforms are furnished with a coating of either red oxide/zinc primer, factory painted, powder coated or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish coatings are avail- able by request. Note Anctrar butt portearms c:re rut ject to ch.3nge, Please consort tactory p for to construction. (J' j Bolt Circle Anchor Bolt--\. C Projection Width -- ___.. Slotted u< (�'� Holes =) Poles should be intenibered frequently 1 Y -_ _ ,:. for Signs of hannerlic ` ibral which __- may cause structural fatigue. Consult ,- e Pirate Base Detail factory for a darrr`ring device that can ' helre ndrnrritsZe the eff"acts of vibration. Phone: (866) 474-7200 • Fax: (817) 924-7049 - American, Lite Pole reserves the right to change any portion of this publication evithout notice in order 14 to promote product improvement and allow for material availability. H �,LT OF �,Nl 85 Alan G. Franklin Lic. No. 35326 W ,O W. rid •� NAL professional seal ALAN FRANKLIN, PE project manager JESSE CALDER project team project name REGION 10 COMMUNITY SERVICES BD, INC. client 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903 project address NA project number MAJOR SITE PLAN AMENDMENT project phase J U LY 5, 2016 issue date revisions 1 09/19/1 b ARB COMMENTS CO. COMMENTS LIGHTING DETAIL sheet title