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HomeMy WebLinkAboutSDP202000049 Plan - Submittal (First) Final Site Plan and Comps. 2020-06-08MILL CREEK INDUSTRIAL LOT 11 WaiT111191Mw,"MAI LAIC. OWNER 076M 1— 00— 00— 01100 MILL CREEK INDUSTRIAL DEVELOPMENT LLC 1155 FIFTH STREET SW, SUITE C CHARLOTTESVILLE, VA 22902 ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT: MR. SCOTT COLLINS, P.E. scott@collins—engineering.com TAX MAP NO. 076M1-00-00-01100 (D.B. 4715/ PG. 155) PLAT (DB.1342, PG.238-247) AREA 1.35 AC ZONING PUD — PLANNED UNIT DEVELOPMENT WITH PROFFERS (ZMA-1995-00019 & ZMA-1996-0021) & (AIA) AIRPORT IMPACT AREA. SETBACKS FRONT BUILDING & PARKING: 10' MINIMUM SETBACK SIDE BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE REAR BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT: 65' (FLOORS ABOVE 40' OR THE THIRD STORY SHALL BE STEPPED BACK A MINIMUM OF 15' FROM THE FRONT OF THE BUILDING). PROPOSED USE PHASE l: 2,000 SF COMMERCIAL OFFICE BUILDING. PHASE //. 8,000 SF WAREHOUSE ATTACHED TO THE PHASE I OFFICE BUILDING FLOOR AREA TO LOT COVERAGE RATIO= 10,000sf/1.35 ACRES = 0.17 WA TERSHED THIS DEVELOPMENT LIES Wl THIN THE MOORES CREEK WA TERSHED. THE SI TE IS NOT LOCH TED WITHIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, IT IS LOCH TED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WA TER SUPPL Y WA TERSHED. TOPO & SURVEY TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROGER W. RAY & ASSOCIATES, LLC, DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MARCH, 2020 BY COLLINS ENGINEERING. BENCHMARKS ARE SHOWN ON THE EXISTING CONDITIONS SHEET. DA TUM ELEVATIONS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXISTING VEGETATION THE SITE IS FORESTED, WITH SOME EXISTING AREAS THAT HAVE BEEN CLEARED. CRITICAL SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET. PHASING THIS PLAN WILL BE CONSTRUCTED IN TWO PHASES. PHASE l INCLUDES IN THE PARKING LOT AND CONSTRUCTION OF THE PROPOSED OFFICE. PHASE H INCLUDES THE CONSTRUCTION OF THE WAREHOUSE BUILDING ATTACHED TO THE OFFICE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100—YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA. BURIAL SI TES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. SITE ACCESS: THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA STONEY RIDGE ROAD, WHICH CONNECTS TO SOUTHERN PARKWAY. RETAINING WALLS. A RETAINING WALL RANGING FROM 0'-8' IS ANTICIPATED. MAXIMUM RETAINING WALL HEIGHTS SHALL NOT EXCEED 10' LIGHTING. THE PROPOSED LIGHTING PLAN IS SHOWN ON THE LIGHTING PLAN. 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 PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLE. LANDSCAPING. A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROAD WA YS. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. ADJACENT PROPERTY OWNERS. SEE EXISTING CONDITIONS, SHEET 2. UTILI TIES: EXISTING WATER AND SEWER UTILITIES ARE LOCATED ONSI TE AND WITHIN THE ADJACENT RIGHT—OF—WAY AND CONNECTIONS ARE PROPOSED. STORMWA TER MANAGEMENT FACILI TY. SEE STORMWA TER MANAGEMENT PLAN. THE EXISTING REGIONAL STORMWA TER MANAGEMENT BASIN WILL HANDLE THE WATER QUANTITY FOR THE SITE, AND NUTRIENT CREDITS SHALL BE PURCHASED FOR WATER QUALITY FOR THE INCREASE IN IMPERVIOUS AREA FOR THE DEVELOPMENT OF THE SITE. MAXIMUM EMPLOYEES: 20 EMPLOYEES AT LARGEST SHIFT BUILDING SEPARA TION: BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RATINGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS: BUILDING — PHASE I = 2,000 SF, PHASE ll = 8,000 SF EXISTING PA VEMENT — 3, 620 SF PAVEMENT — 14,985 SF (5,855 SF OF THIS VALUE IS FOR CIRCULATION) SIDEWALK — 1,650 SF PAVED PARKING & CIRCULATION AREA: 5,855 SF OPEN SPACE AREA: 0.65 ACRES PARKING REQUIREMENTS 1 SPACE PER 200sf FOR THE PROPOSED OFFICE = 1 SP / 200sf x 2, OOOsf = 10 SPACES 1 SPACE PER EMPLOYEE FOR THE PROPOSED 8, OOOs f WAREHOUSE= 1 SP/ EMPLOYEE x 7 EMPL 0 YEES = 7 SPACES TOTAL PARKING SPACES REQUIRED= 17 SPACES PARKING PROVIDED 20 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE & 11 LOADING SPACES) FINAL SITE PLAN (SDP 2020- SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. r I i I \ / 71 c / 1 f a .a ix SHEET LAYOUT SCALE: 1" = 30' ti J� O SITE O VICINITY MAP SCALE: 1" = 11000, Sheet List Table Sheet Number Sheet Title i COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING, DRAINAGE, & UTILITY PLAN 5 LANDSCAPING PLAN 6 NOTES & DETAILS 7 LIGHTING PLAN 8 DRAINAGE MAP, PROFILES, & CALCULATIONS 8 TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CUL VER T u DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6 » DEPTH OF EC— 3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH ....... EARTH DITCH DRI VEWA Y CUL VER T + BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT f SCOTT R. COLLINSZ Lie. No. 035791,E ZONAL E� J z m o � a U Z LL � w w o O z o g a w V/ � I U =J11111111111F z W w w � N 00 LU M z 00 M N i O w 00 w > LU J_ z U) LU L9 0 zQ _ U w ' LU UlU) w z w U) Jw J< rQ V C) 0 i wr44 rel LU H� Cn Q z_ LL T� T� O oC LU LL Vl ZD z H� LU LU 0L U J H� LU J LU w LU a U) JOB NO. 202179 SCALE AS SHOWN SHEET NO. 1 T.M.76M1-20 NOTES: / LOT 10 / 1. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT ROGER W. H 0� / I MCV LLC RAY & ASSOCIATES, INC. IN DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MAY 202o BY D.B. 3470-356 / COLLINS ENGINEERING. O �� =62°24'22" D.B.18 8-28o PLAT PAVED R=5o.o0' EXISTING WATER METERS 4 / 2. THERE ARE NO too -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER L=54.46' ZONING: PUD SCOTT R. COLLINS� / / 3 T=30.2a LOCATION OF WATER LINE FEMA MAP PANEL #51003Co288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO o c=51.a1' NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION Lic. No. 035791 I / cB�N75°o5'38"E EASEMENT (D.6.1342-246) EXISTIN FIRE A=22°o8'29" / EXISTING PROPERTY ' ZONES PER COUNTY GIS DATA. HYDRANT & VALVE R=io5.00' 3 / Al L=40-58' IRON; BOUNDARY SSIONAL O T -20. FOUN FOUND C=40.32' ��,�� / V CB=S62°37'56"E % QP� / / ae o NCRETE DITCH I O - ---M -- --M - INV OUT=462.49 \67 /FOUND RON M = 40031'07„R =47.43'/15'GAS LINE EASEMENT L=33-54'���� y�� f ° / ��- (D. B. 1120-214) / J I T =. ' / � I C=8989.21z1' "E / EXISTING ACSA io" DIP WATERLINE CB=531°29'45 / / FoOIVD 0 T.M. 76M1-21 / z — DRAINAGE EASEMENT PARCEL 11 (D. B. 1342-241 & D.B. I ��' PAVED APS WAREHOUSE, LLC / — — 1102-722) I I n CIO D.B.1999-352 / / — D.B.1102-724 THRU 729 PLAT / ° / \ ZONING: PUD 0 R24°3T00" � / � EXISTING CATCH BASIN EXISTING ACSA 8"DIP WATERLINE =435- s L=186.95' TOP= 475.o8 EXISTING GUARDRAIL 473 � 3 T=94-94' v 'I I PK NAIL INV OUT= 06 C =185.51' 1 / FOUND / CB=N17°03'59' E C� I I 11� IEXISTING TREELINE I / EXISTING CATCH BASIN PK NAIL— s I 2411RCP I TOP= 448.85 FOUND INV IN=445.59 / INV OUT=445.56 / s 3 / ' I /1 � 4 TEL -- I IP I J Q m o"L' 0 H a LL � w ZU w z 0 w O z 2 O 0 z w V1 Lu Q z J a w W � 1 EXISTING DIRT PILES / / / ku Qi I / 3 / w o 15' VIRGINIA ELECTRIC AND / v - _ T.M. 76M1-11 1 POWER COMPANY EASEMENT \ \ �o m Q REVISED PARCEL 1 I 1 (D.B.1633-700) / \ Lo MILL CREEK INDUSTRIAL DEVELOPMENT LLC I PAVED / \ I D.B.4715-155 / D.B.1342-238 THRU 247 PLAT ZONING: PUD Ln L9 rn / EXISTING WATER / Q� LATERAL TO BE / / \ 00 ABANDONED / / \ I / z 3 / w 3 — / PAVED 1 / EXISTING CATCH BASIN S EXISTING SANITARY / TOP453•o8 / 1 NFOUND / C)SEWER MANHOLE INV IN= 449.49 TOP= 477.54 / EXISTING � � INV IN=450.19 INV IN=469.84 / BLUE PAINTED DP INV OUT=449.45 EXISTING PROPERTY INV OUT=469.52 / / METAL ROD 5 N BOUNDARY \ EXISTING STORM �, LU MANHOLE 20' SEWER EASEMENT `s N S D.B.11-1 d� 7 / FOUND ( 9 33) o GAS T.M. 6M1-22 TOP=455 91 IRO INV IN=451.76 �� _ PARCEL 12 j INvouT-45o 43� v — `'a % THE BARTLETT REALTY COMPANY, INCORPORATED Z O EXISTING 18„ 2o' DRAINAGE EASEMENT , D.B. 11o5-590 W 0 / WATER RCA (D.B. 1102 22) . H / METER ( 7 EXISTING MANAGED EXISTING GUARDRAIL D.B.11o2-724 THRU 729 PLAT / � STEEP SLOPES �� ZONING: PUD / / T 1 / 3 \ R =�5000 �'� �� O o 0 0 0 \ L=66.85' EXISTING STORM MH T=33 30' �/ NAIL&CAP / � z C=66.30' �. FOUND TOP=473.45 CB=S24°17'49"E INV IN- 61. 0 / GRAVEL o \ j -4 4 \ P EXISTING DI / INV OUT=461.35 TOP= 502.20 INV IN=492.24 / INV OUT=492.20 18" RCP / - \ \x x� � �\ s / EXISTING ACSA 1o" DIP WATERLINE �' F EXISTING SANITARY i �� oPs � BENCHMARK: SEWER SERVICE LATERAL / / IRON &CAP SET / T.M. IL &CAP 7 6M1-12 ELEVATION=5o8.38 f�, \� \ 3 ALL THINGS PAWSSIBLE, INC. "' FOUND % D.B.4409-270 / — �� / D.B. 3344-393 & 394 PLAT �� \ t - s1s°2s'�5„ / / 3 ZONING: PUD X' ON N 4 - � � // � � �,n T=24.39' / WALL C =4 8 1 / EXISTING SANITARY �� CB S$7 43'39' / SEWMMANHOLE -__--IRON SET- / TOP-�,89.92 / INV IN= 8. 1(LATE � � (LATERt),� o % , --- 41NINV IN=478-39V OUT- 8. 6 ���i �z � � � � �� EXISTING WATER VALVE / -47 3 � - - 83 6 w85.69. / / (D GAS LINE EAS ENT / EXISTING CONCRETE � 9 � < s � (D.B.112o-214) BLOCK WALLS i �' GRAPHI N FOUND P / I EXISTING CONCRETE o 20 / 0 10 20 BLOCK WALL I11 I N FE1 o 0 0 o S\1 in h= / T.M.76M1-12A PAVED / LOT 1 0 0 0 0 o EXISTING SANITARY FSOB, LLC SEWER MANHOLE D.B.3618-642 0 0 0 ooU TOP=518.33� D.B. 3Z35NIN &622 DPLAT INVOUT=5o .98 z = O U J J z w� I-� Lu ul V) LU ZD Z Nw L0 .f_ F z J w Lu J� w Q 0 � U O O � N J ALE u O 80 ^ w Lu H H w w a Ln t. JOB NO. 132094 SCALE 1 "=20' SHEET NO. 2 ix //�/x / / / I / / a M M M / M M � M I3w a ' � �_ PROPOSED TRASH DUMPSTER ENCLOSURI ° I SEE DETAIL, SHEET 6 J _ R �l 7� VDOT STD. j a 1 / 3 �6, / / EXISTING CONCRETE ASPHALT PAVING 1 1 DITCH TO REMAIN 3R SEE DETAIL ,S �/ i �°° SHEET 6 VDOT STD. I I Q CG-2 (TYP.) / a a PROPOSED SEGMENTED RETAINING WALL, L ING SPACES I I I I _ SEE GRADING SHEET PROPOSED 2' GRASS STRIP 12 °1 FOR DETAILS STOP SIGN I I TOTAL: 9 SP S � 1 VDOT STD.ly m\ / 10 o \ 995' TO NEAREST /Q 0, R PROPOSED S' I I I O INTERSECTION / �� �<G/ 3 CONCRETE Q (SOUTHERN PKWY) �� J �w s = SIDEWALK PROPOSED VDOT 1 I / Q� STD. CG-12 R / PROPOSED 12 I MILL/OVERLAY AREA / PROPOSED 2,000 SF \ / ALONG STONEY RIDGE COMMERCIAL I ROAD, SEE DETAIL OFFICE BUILDING � S _, SHEET 6 ry So- I FUTURE 1 I �S/ WAREHOUSE/STORAGE 40BUILDING CONCRETE LOADING DOCK WITH 2 LOAD SPACES \ ryh -77 co 47 I 490 i GR HIC SCALE 20 0 10 20 40 \ 80 IN 1 inch = 2 ft / �, NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY��� CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION �J AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. O 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SCOTT R. COLLINS'� 3. @i REPRESENTS ONE PROPOSED PARKING SPACE. U Lic. No. 035791 ,� 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING o��SSIONAL 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 1o. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE Q RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. ii. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL 0 m BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. U) U cl' SITE PLAN NOTES: w 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY o ' INFORMATION. z z 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS Immi a SHEET. 3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. w 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. Q CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. z S. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM > i THE PROPOSED CONSTRUCTION. ui 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. w N 00 Lu(3' z ti M Q zcyi � J N � M ui N U) N J w N Q Q z W '—' w LL T� w T� � � z L9 o p Q Q J w U Q ~ W � oC w ~ Cn ul nf� v ! Q z Lu z� (n L u Lu JLu L U JQ C� J 0 o o N w u F_ J F'- Lu w w V) JOB NO. 202179 j SCALE 1 "=20' SHEET NO. 3 / ACSA GENERAL WATER & SEWER CONDITIONS / v T.M.76M1-20 x / ��H / I Z LOT 10 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. o�� / THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE MCV L / WORK. O� �� / \ D B 184 4280 6 \ 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SCOTT R. COLLINS / - PAVED EXIS G WATER METER / \ SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ,� / ER 0 NG: P \ ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. C) Lic. No. 035791,E 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER EAOSEMEN O(D.B.1T42-zl 6) / / / AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. EXISTIN FIRE HYDRANT ALVE EXISTINGPRO ERTY I 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. �SSIONAL `1 G BOUNDR S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). (D / D INAGE EASEMENT .1848 278) I / I 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND �ZONCRETED H°< WATER LINES, ETC. a INV OUT- 2.49 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. / 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A \ O M FUTURE EXTENSION OF THE LINE. 15' GAS LINE EASEMENT 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. (D.B. sszo 214) / so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS IEXISTING ACSA 10 DIP WATERLINE 457. 7TC FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 456 67EP / J 458.83 C 460T � � 455.25EP 458.3 EP 459BW op co z � o m 458.50Tc T.M.76M1-21 v �_ i EXIST( DRAINAGE EASEM NT 458.00EP 4 8.8 o PARCEL 11 � U) - - , (D. .1342-241 & D.B.11o2 22) v � '. 3�P� 1�, v � / 3 - /" APS WAREHOUSE, LLC vj - i Q 0 , f 464Tw ��,� D.B.DB1999-352 0 458.50TC PROPOSED DI ' z z - - - /460BW D.B.1102-724 THRU 729 PLAT / O o g - - 3 INV IN=450.42 ��w 458.00EP ��� ZONING: PUD Lu / INV OUT=447.42 p / w F_ / 454.58TC o 459.83TC �/ 1 ac cn EXISTING ACSA 8" DIP WATER EXISTING CATCH BASIN � 454.25EP ' ' 5�° 459.33EP J "� I PROPOSED 15 TOP= 475•o8 / H Q HDPE STORM 70T INV OUT=473.o6 z I SEWER PIPE / 60B LL. EXISTING CATCH ASI op Lu S � EX TOP= 48.85 li I EX INV IN= 45 59 PROPOSED WALL PROPOSED INV IN 454. 24 TC ` MAX. HEIGHT=1o' /1 445 7 i o 3 � - - - I EX INV OUT 445. 6 1 � / 454.09EP do \ - 24" RCP j � / TIE-IN TO EXISTING STORM SEWERPROPOSED 12" 456.00TC 458.50TC 458.00EP UTILITY NOTES: / / 454.33T HDPE YARD 455.50EP >< 452.00BW DRAIN LINES I I 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER &WATER AND / 4 v EX-1 ' EL SEWER LINES MUST BE PROVIDED. I/ C)) 455.00TC-- 456.58TC 63 W / 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. y 454.67EP 456.08EP 59 W I 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES w o I QU m PROPOSED WALL �I / / / MUST BE PROVIDED. Q Q Q- MAX. HEIGHT=200 .33' PROP E �� 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA o RD INLET 4 1 / EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. TOP=455.50 1 \ \ / S. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF 441 Or/ Z 454.80TC / j INVJT=451.50 1S' VIRGINIA ELECTRIC AND / ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE 3 POWER COMPANY EASEMENT/ STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. \ 4C) J 454.30EP / Nc�6 PROPOSED STONE LINE TRAPIZOIDA 1 (D.B.1633-700) / cn a PAVED / / / CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE CHANNEL OUTFACE (16 WIDE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 456.50TC BOTTOM, 6" DEEP, 2-1. SIDE SLOPES) I / / 456.00EP / 3 \ / / 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION / OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED 456.00 b SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. Ln X SHALL BE PROVIDED N ALL BUILDINGS Zsi �� 3 / / / / 7 CONTRAOCTOR SHALL CONTACT TO E FIRE MARSHALL'sOFFICE TO DETERMINE THE R EMERGENCY ACCESS. / I I/ / / LOCATION. ti PROPOSED WATER 456.83TC " M PROPOSED B2" COPPER W/L SERVICE LATERAL 456.2 456.33EP a'� 456.o0EP � LATERAL w/ CORP. STOP & i" METER / ° 455 OEP 456.08 457.00 00 �o 456.42E � 3 � 00 PROPOSED LOW IMPACT CURB CUT w/ / o CV 456.67TC STONE LINED TRAPIZOIDAL CHANNEL PROPOSED 6" PVC TRENCH 456.17EP f PROPOSED 2,000 SF OUTFALLS (16" WIDE AT BOTTOM 6" DRAIN LINE WITH CLEANOUTS / uj DEEP, 2:1 SIDE SLOPES) (TYP.) L=84.0' 1 ' COMMERCIAL OFFICE 3 � , SLOPE=z.75% w w � BUILDING i �S EXISTING WATER w C.O� FFE=457.00 / LATERAL TO BE 456 ABANDONED w PROPOSED 6" PVC SANITARY �J J 3 456.00TC SEWER SERVICE LATERAL O C) EXISTING SANITARY s _ 455.50EP WITH CLEANOUTS 1 �o / / SEWER MANHOLE 457.08TC TOP= 477.54 EXISTING BLUE 456.58EP 457TW INV IN=469.84 ! / P INTED METAL ROD-" 4536W INV OUT=469.52 TO BE REMOVED �" cry 45 452.83TOP T NCH w � PROPOSED � � a FUTUR �` �LL / 456.6oEP EX-2 `D i" METER .0. �; �� - ARE HO E/ � LJJ �� a j S TO E LDINIG •6, ,�,?� J � V � , �l / - / 457TW � ' / / �� �yli� / � � � / ISTING STORM 0 453BW p T.M. 76M1-22 Z MANHOLE �o \� / a J i , PARCEL 12 TOP= 1 - - _ C:O. '457TW / i a �� U) INV IN=451.76 \ \ 4g 453B ✓ I a �,� THE BARTLETT REALTY COMPANY, INCORPORATED / / w r� EXISTING---/\ 20 AIN GE E EM T� �� T.M. 76M1-11 -� D.B. 1105-590 / INV OUT=45o.4 / WATER �8 % B. 227. � METER \ \ RCA � ,� 7 REVISED PARCEL 1 D.B.1102-724 THRU 72g PLAT EXIS�TIdG CATCH BASIN \ �_ EXISTING MA�IAGE�S� ZONING: PUD 06 ST SLOPS MILL CREEK INDUSTRIAL DEVELOPMENT LLC O Q FE i TO EXISTING STORM SEWER EX TOP= 45�3 08 \ �. / i D B 1 -1 Z� W / / s 'TIE-IN EX INV IN=449.4� o o 4 \ �. 20' SEWER_EASEMENT . 47 5 55 \ / J PRO D INV IN 9 55 0 0 0 0 0 0� �� EXIPS- 473 450RM f�/1H PLAT ZONING: PUD ��'���� / Q / NV IN-45o.1g (D•B9 33) . D B 1342-238 THRU 247 EX INV OU - %� \ \ 3 / 45/�i INV IN=461.� EXISTING DI - / Z INV OU�461.40 TOP= 502.20 / < / / o 0 0 0 0 0 0 0 0 �•� INV IN 492.24 i Q 3 INV OUT=492.20 07 18'" RCP � 0 0 0 0 0 0 0 0 0 \ \ w / 3 EXISTING PROPERTY / BOUNDARY -, � \ U) o 0 0 0 0 0 0 \ EXISTING ACSA 10"DIP WATERLINE 0 / ul < PROPOSED 8" PVC oC / SANITARY SEWER MAIN � � � � � � � � � � '' �S �� - W o 0 0 0 4ao \ EXISTING SANITARY / � / IRON & (CAP SET SEWER SERVICE LATERAL � T.M. 76M1-12 / \ VELEVATION = 5o8.38 / 3 / ALL THINGS PAWSSIBLE, INC. \ / A s F LuD.B.4409-z7o / - �� \ y ,�/ Lu L.L / D.B. 3344-393 & 394 PLAT � \ ,' `, /' � A ' ' c� � �- � � � � / 3 ZONING: PUD _ o� \ W /� -490 U o -E�ISTM SANITARY o / / 3 / SEWER -MANHOLE O / TOP-E+ 9.92 / � INV IN=478.41(LATERAL), V J � � � / INN=478.39 \ o EXISTING WATER VALVE/ / H� INV OUT=478.36 V / C: 3 15' GAS LINE EAS ENT CN (D.B.112o-214> / � G APHIC SCA NOTES:- 20 0 10 20 40 80 L1J / u ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC /� o 0 0 0 0 ' III rn III F_ NUISANCE AND NOT OVER SIDEWALKS. o O S ( IN FEET ) _ 2. ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE / 0 0 0 \ I 1 inch = 20 ft. JOB NO. / / 3 MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. S ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE o 0 0 0 PAVED 202179 3• T.M. 76M1-12A ' SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE / LOT 1 0 0 0 0 o EXISTING SANy ARY \, SCALE PARKING SPACE THEY SERVE. / FSOB, LLC _ SEWER MANHOLE „_��, D.B.3618-642 0 0 0 o TOP=518.33 o D.B. 3535-621 INV IN= & 622 PLAT INV OUT=5o38 ZONING: PUD �5 3.99 SHEET No. / 4 Conservation Plan Notes: / / - / / / / / 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH / ( 3 / / // PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS / S� W BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY W— / THE COUNTY ENGINEERING DEPARTMENT. / / W 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED / SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. / 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE / DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I j 3 7, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE - MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE \ M-MGM REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL M M / SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND I ��- (8) IV I PROTECTED. + � `— - 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO I 3 + + / PROPOSED TRASH ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL SEE DE I �� + + (1) PA T ENCLOSURI BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN I D� HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A + I SEE DETAIL, SHEET 6 PROFESSIONAL FORESTER OR TREE SPECIALIST. I �66 I 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO I BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES / WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE tr DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL (1) PA # # IS LOOSENED. / (2) UPA (9) AB o 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. I # (7) IV (8) VB I 1 I I # # # I 1992 3.38 — —� LANDSCAPING PLANT SCHEDULE H 0��� SCOTT R. COLLINS Z O �- U Lic. No. 035791 � ��S l r3, � I0NAL E SYM BOTANICAL COMMON NAME SZE CANOPY l �QUANTITY COVERAGE (sf T REES U PA ULMUS PARVIFOLIA ALLEE ELM 21/2" cal. 366 4 1,464 PA PLATAN US ACERIFLORA LONDON PLANETREE 31/2"cal. 422 4 1,688 AS ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 21/2" cal. 238 2 476 U N D ERST O RY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-7' ht. 1 99 1 3 297 EVERGREEN T REES MG I MAGNOLIA GRAN DIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 54 2 108 IN JILEX X'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 3 132 SH RU BS AB ABELIAGRAN DIFLORA GLOSSYABELIA 24" ht. min 14 22 308 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 23 13 299 IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 26 1,664 J VB IVIBURNUM BURKWOODII jBURKWOOD VIBURNUM 30" ht. minj 22 j 15 j 330 TOTAL CANOPY 6,766 TREES UP TO 4" CAL. SHALL BE STAKED 0 CO WITH 2-2"x2" HARDWOOD STAKES. �j TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, 0- to 10� U cl� AND TURNBUCKLES. LOOP HOSE AROUND W LL TRUNK. FLAG WIRES WITH COURVEY TAPE. p Z Z REFER TO SPECIFICATIONS FOR FURTHER INFORMATION O U LU \ \ r/ LU \ I U) 1"1 a GUYWIRES WITH RUBBER HOSE AND z TURNBUCKLES 2/3 UP TREE ` �la LU/ _�O 2"x2" HARDWOOD STAKES, ALIGN % / — // TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX Evergreen Tree Planting Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #3.2 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE L(6) VB OFFICE BUILDING �l I Tree Planting and Staking Detail / 15r, N I I Not To Scale ° w\ / FUTURE I 1 ) IG a �3,WAREHOUSE/STORAGE LANDSCAPING CALCULA TIONS; BUILDING °_37 TOTAL PROJECT AREA 1.35 AC): 58 671 SF CANOPY REQUIRED 109' : 5,867 SF (3) IG ,�r / \'� \ PROPOSED TREE CANOPY. 6,766 SF (i) MG 3 STREET TREES: Source: Va. DSWC Plate 3.38-2 "i \♦ TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 220 LF IN If TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 6 TREES a � County ofAlbemarle TOTAL STREET TREES PROVIDED = 6 TREES � ° ��' � Conservation Plan Checklist — To be placed on Landscape Plans 0� \ A (Handbook, pp III-284-111-297 for complete specifications) / ♦ INTERIOR PARKING CALCULATIONS: TO TA NEW PARKING AREAS AND IRA VEL WA YS = 5,855 SF 1. The followine items shall be shown on the plan: \ \ 46 (1) M G / i I TOTAL INTERIOR LANDSCAPING REQUIRED (51) = 29J SF 0 Trees to be \ saved; I N � , TOTAL INTERIOR LANDSCAPING PROPOSED = 1,742 SF ® Limits of clearing (outside dripline of trees to be saved); / \ \ /\ �Y) (1) �, ® Location and type of protective fencing; Grade changes requiring tree wells or walls, NO TV / �, ® TES: fY� Proposed trenching or tunneling beyond the limits of clearing. \ \ �. / , 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 2. Markings: / \ o 0 0 0 466 ♦ AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ♦ , SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. / / o 0 0 0 0 0 I \ LANDSCAPE SPECIFICA TIONS JOIN TL Y ADOP TED B Y THE VIRGINIA 3. Pre -Construction Conference: o 0 0 o 0 0 0 \ \ �♦ NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE ZI Tree preservation and protection measures shall be reviewed with the contractor on site. / / �, , DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY 4. Equipment operation and Storage: 3 OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE U Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees / \ / SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPOR TA TION. to be saved. / / o� o 0 0 \ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO O REACH, AND BE MAINTAINED A T, MA TUBE HEIGHT,• THE TOPPING OF El Such devices shall not 5. Soil Erosion and ay nDetention Devices: �\ -- _ `� \ TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED not adversely affect trees to be saved. MINIMA LL Y AND ONL Y TO SUPPOR T THE 0 VERALL HEAL TH OF THE 0 0 0 0 0 0 0 0 0 6. Fires: \ PLAN T ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. / \ \ \ J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT 0 0 0 0 0 0 7. Toxic Materials: / / �\ — DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE S. Protective Fencing: SIGHT LINES AND ACCOMMODATE PEDESTRIANS. ZI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. G ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. o 0 0 0 480 - \ S \ 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: � \ i ZIvided; When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be proand a construction detail � / / / � � submitted for approval. \ c 11. Trenching and Tunneling: \ � — N ZI When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling / / \ 490 / \ under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ZI Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® 4ees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.NOTE: DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. / \ / / / / / / \ / / O \ \ 3 / 6/8/2020 / G R HIC SCALE/ 10 20 40 80 / OWNER SIGNATURE (DATE) 20 0 � CONTRACT PURCHASER SIGNATURE (DATE) S 5J1/06 Page 1 of 1 ( IN IE2T ft / / FF 1 inch = 0 0 0 r / 00 p � L9 r Z� J N � M LU N l W N Q Q z W LL W J � - z U) LU rl Q J L90 0 z = J Q U < U W U z w a Z) Ul '^� V)LU Q z ZW ~� � V JJ LU JLU 1 LU lcic U J Q J (D J N W J I— H LU W CL W to JOB NO. 202179 SCALE 1 "=20' SHEET NO. 5 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES.• 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES.• PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC-250 © 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED W/THIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA TISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT, OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. DUMPSTER AREA DETAILS 11' 10' 10' )UMPSTER GATE SEE DETAIL THIS SHEET) STELL BOLLARD - TYP. (EXTERIOR) (SEE DETAIL THIS SHEET) NOODEN FENCE ENCLORE 7'-0" HEIGHT) L BOLLARD - TYP. (INTERIOR) DETAIL THIS SHEET) 12' DUMPSTER LAYOUT 6"x6" W2.1xW2.1 WELDED NOTE: BROOM FINISH WIRE REINFORCEMENT 7" CLASS A3 CONCRETE 7" 21A STONE 6" COMPACTED 21A STONE SUBBASE DUMPSTER CONCRETE PAD NOTE.CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 1 x6x6 TREATED BOARDS BOLTED TO IRON FRAME STELL BOLLARD - TYP. (EXTERIOR) (SEE DETAIL THIS SHEET) x%6 ANGLE IN FRAME DUMPSTER GATE -12"- RESERVED PARKING VAN ACCESSIBLE U LJ p n. D a_ P REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED j\\/ 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION FACE OF CURB BUMPER BLOCK PAIN PAINTED PER VDOT SPEC. TRIPE YPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE S100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS TREES SHALL 8E PLANTED A MINIMUM OF 0.4 x H LD.STANCE FROM 2ACK OF 2LOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FIR DIM WALL °L L0Y+!-PERr4EABILIT`'' SOIL SITE 4 WALL FILTER FABRIC KA L RAIL F4 SILTING 1 E77-41L STRUCTURAL NOT TO SCALE BACKFILL H FINISHED GRADE f'yf-Opp TYPICAL 4" DIA. DRAIN TILE I I II � 6 "1�61111- 2F-Opy ��.3 TO .4 OF H (TYPICAL) 6 5/8"OD SPUN STAINLESS STEEL CAP WITH 1" RADIUSED EDGE CONTINUOUS WELD GROUND SMOOTH - TYPE 304 STAINLESS STEEL POLISHED TO SATIN ❑ 6" SCHEDULE 40 (.280" WALL) STAINLESS STEEL PIPE - ❑ 6" SCHEDULE 80 (.432" WALL) STAINLESS STEEL PIPE - 11 "OD X .250 THICK STAINLESS STEEL PLATE WITH 4EA 9/16"DIA HOLES BOLLARD DETAIL 11"DIA. -► LAG BOLT E77D=CONCRETE WP-2 6" TOP OF 4 '� 2" R CURB 6. a 13" °° a 7" a as ~ 1' -Jf6.. I 2' DOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB &GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PROPOSED 1" ^ OVERLAY EXIS1 PAVEP EX. S SUBE COMPA SUBGf ASPHALT PAVING - MILL/OVERLAY NO SCALE +-- ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 X EDGE OF EXISING PAVEMENT (AS 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 1 I/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHAM HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AVID 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 EXISI"ING 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 EXISTI PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. V E E 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1V INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY TTHE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE WILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT 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 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS, PA VEMEN T LEGEND: 1. HEAVY DUTY PAVEMENT / w 2. LIGHT DUTY PAVEMENT I / 3 ( � M I � 3 - I 2" SM-- SURFAC J�'i--^-►� L I �j I \ 2" SM-9.5,' SURFACE C 3" BM-25 BASE COUF 60, 1� SCOTT R. COLLINSI� U Lie. No. 035791,'z-_, ��S"�IONAL E�OZ J r_ z 2: m a U) Ln ZU LL (n - W LL j:) ' O Z OLU � oC U) H a z W ce BASE COURSE5" 21-A / SUB -BASE COURSE/\�////j\�%�/���j�/��///j�%�//� COMPACTED SUBGRADE COMPACTED SUBGRADE (y) ASPHALT PAVING - LIGHT DUTY ASPHALT PAVING - HEAVY DUTY rn PARKING SPACES N DRIVE AISLES NO SCALE CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUAD YARD CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABRB EE WARNING URFACEN REQUIRED lCG-2 R(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12=1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48-1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMSSNLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST IE PROVIDED FOR DOWEL BARS 50 B THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO DE NO.5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A BOTH SIOES OF THE RAMP FLOOR, MMO-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER IVY% ����„ 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS • �, ��i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. + 'lid, y 5' MIN 7. Cl1RB RAMPS ARE TO DE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r 12f T BY THE ENGINEER- THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX S 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 TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAR DE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121MAX- THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS V d PERPENDICULAR TO THE CURB. 5. X:'.K *7: 9- TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT ]� ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT * , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT:K AC .SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL IE THE WIDTH OF THE SHARED USE PATH. It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' NG LANDING AREA MAY INCLUDE THE GUTTER PAN. - TRUNCATED DOME m 1 H R INTERSECT AR I TI F m 2. ALL CASES WHERE CURB MPSRADIAL SECTION 0 6"-2 4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O 0 O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO HATCH l THE BACK OF CURB. - (b O O O O O O O O O O O O SSS U - O O O O O 0 0 0 0 0 0 0 LANDING RAMP + u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n O O O 0 0 0 0 0 0 0 0 0 0 0 0 ro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5OX-65X OF BASE DIAMETER TOP DIMETER OOOOOOOOOOOOOOO DETECTABLE WARNING o AT BACK OF CURB 1_ 0.9"-1.4" SEE NOTE 12I_ VARIABLE FULL WIDTH OF RAP FLOOR _I . r BASE DIAMETER I- ® M uj NO SCALE CG•9D WIDTH OF I �� A ENTRANCE N LIMITS OF PEDESTRIAN ® - - _Wa ® LIMITS OF PEDESTRIAN AG ESS ROUTE - ACCES5 ROUTE UNPAVED SPACE NON -TRAVERSABLE UNPAVED SPACE I SLOPE CD /T WIDTH OF ENTRANCE t �I ® -- - 4� Q z LIMITS OF PEDESTRI CESS ROUTE NON -TRAVERSABLE LIMITS OF P ESTR AN CESS ROUTEw > I� - PEDESTRIAN ACCESS ROUTE DETAILS WITH & w WITHOUT UPAVED SPACE J ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE ® EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. J ■ n. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS �. ' C. UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A p, • • p w HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND . • o. • o. H� USED BY PEDESTRIANS. Q BI( IF PEDESTRIAN ACCESS ROUTES IN ARE BEING e •'- " H PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS O REQUIRED WITH A MAX. 2% CROSS SLOPE. SECTION B-B O WHEN USED IN CONJUNCTION WITH STANDARD Lu OR CC-7. THE CURB FACE ON THIS 2' 0" J STANDARD IS TO BE ADJUSTED TO MATCH STAIN T UNPAVED Q SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. SPACE CURVE • C. NORMAL GUTTER ® _ ® x ® x ------------ -X X .•p. • D. . ti. e. .p• .o. •e. .�. t; e • � T 1 H NI(0 0 OX C ANGE X a .e .e.o. vo a;oao Qoeba o4o I SECTION C C U I� v' e 6'• AGGREGATE• BASE CLASS A3 CH.E.SJ CONIC. I1 w TYPE 1512E A 2•-O•• I 5'-0.. 5'-0.. ® POINT OF GRADE CHANGE 12'/MAX. SLOPE O FOR CURB AND GUTTER TER ONLY BIE I• e. . p, , ti, X X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS , p• • p• , t:• FOR SIDEWPLK CURB AND GUTTER X X X 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND BUILT CONCURRENTLY 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS W z DETECTABLE WARNING TRUNCATED DOME PAY LIMITS SECTION A -A Oe' e e • e - U) INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL SECTION D-D ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE lVDOT ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE \VDOT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE 'A v, ul Q :EV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1 OF 1 REVISION DATE 502 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION ' r OG-2 1 CC-12 lXN-tl NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD 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 R TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5• CO-2 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN !4 APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, Di IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS 'A. D.� • & n A�' D.� • D. SURFN BASE SUBBU 12' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R m SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 REV. 7/ 201.01 1 20307 A PERMISSIBLE CONST. I. MIN JOINT I I A EJ TRUNCATED DOMES SEE SHEET 10F 4 FOR DETAILS TANGENT PLAN SrO. CG 2 5'-0° BACK OF CURB 12 '1 48.1M 20=1 - v48:1M 2' MIN. SECTION A -A NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRAD= IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 7 1 6 4 4 5 5 5 0 5 a 7 13 15 B 5 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP 15 LIMITED TO 15 FEET. REGAiULE55 OF THE SLUPE wLjj I I A-1 z XX STREET APPROACH SALE SURFACING GENERAL NOTES (RADIUS TO BE AS AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) I C C 1. WHEN CG-111S USED FOR STREET CONNECTIONS THE -+- I CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH I I (RS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIREMENTS w RADIAL COMBINATION SHOWADIUN ON PLANS) OF TIE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT Y CURB AND GUTTER DISTANCE REQUIREMENTS. CG-6 (SE NOTE 7) w I 2. WHEN THE ENTRANCE RADII CANMTNICPO ACCOMMODATE THE TURNING REQ UIREMENTS OF ATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS ¢ SIDEWALK I I rcl WITHIN THE LIMITS OF THE RADISHOULD BE c�= (SEE NOTE 2) 6„ I y OPTIONAL INCREASED TO 7". W ___ ---- FLOW LINE 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 r l OR CC-7 THE CURB FACE ON THIS STANDARD Fs TO v EXPANSION I EXPANSION CONFIGURATION. INTO MATCH THE MOUNTABLE CURB A' �CROSSWALK� _ O JOINT ' r 4. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE L•� TYPICAL PLACEMENT NOTE: WIDTH "B" 2'-0" OR AS O MAINLINE ROADWAY USED WITH THIS STANDARD. AT INTERSECTION SHOWN ON TYPICAL SECTION, A-J Q WITH BUFFER STRIP 5, POORRTION If GUTTTEERMTO PRECLUDE �IDNC Of WATER. r PLAN VIEW V ENTRANCE NOTES O �� THE SELECTION OF CORR TYPE AND THE CONFIGURATION OF THE MAINLINE ROADWAY SLOPE 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW O UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS 10' PARABOLIC CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND THE ENTRANCE. SLOPES ARE AS NOTED EDGE OF SHOULDER OR SLOPE MAX. _ _D N OPTIONAL FLOW LINE SLOPE ORANGE ® - - - - 7. MAINLINE (EXCEPT PAVEMENT SHALL BE CONSTRUCTED TO THE D R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 0 MAINLINE ROADWAY ` - - - - - - - - - - - - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE BX MAX. D OMITTED INTHE ENTRANCE.) SLOPE CHANGE ® 8. RADIAL CURB OR COMBINATION CURB AND GUTTER D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINEW EXCEPT FOR REPLACDMENT PURPOSES. J 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES I~ -I 5' MIN. CO2M MFRCIAAl MENTRANCE D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE u F_ TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5 MIN )XK X ® CONSTRUCT GRADE CHARGES WITH A PARABOLIC CURVE. 24HAT . r RICHER THAN SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES EDGE OF PAVEMENT AT)K)K, SAME AS TOP OF CURB THIS COMBINED (PARALLEL 4 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJDININC BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS, THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION SPECIFICATION REFERENCE REFERENCE 105 502 502 B ENTRANCE VOLUME GRADE "D" CHANGE DESIRABLE I MAXIMUM HIGH MORE THAN 1500 VPD O X 3 X MEDIUM 500-1500 VPD 5 3 X B X LOW AN LESS THAN 500 VPD S B X 8 X CLASS A3 •►, ,1:, '!• '�' '�' - 1 NOTE' ALLOWABLE ENTRANCE GRADE TABLE IS NOT .) •, .►, •► CONICRETE • '�• - '-I APPLICABLE TO STREET CONNECTIONS oNC SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS MID COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION Lu ­1 W W a � JOB NO. 202179 SCALE AS SHOWN SHEET NO. :V B/07 6 2Q3.04 LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM) US & hel patents pending SMARTTECr" - LSI drivers feature integral sensor which reduces drive current, when ambient temperatures exceed rated temperature, providing typical operation for 100,000 hours (contact factory forTM-21 life estimate for specific configuration). ENERGY SAVING CONTROL OPTION - DIM - 0-10 Vol dimming enabled with controls by others.. LEDS - Select high -brightness LEDs in 5000K, or 40001K color temperature, 70 CRI. DISTRIBUTIONJ?ERFORMANCE • Types 3, FT, FT-L, FT-R, 5, and enhanced 5E and FfE. FT-L and Fr-R allow for D180 mounting configurations with factory set optics for applications such as automotive front row. Exceptional uniformity creates bright environment at lower light levels. Internal Louver (IL) option available for improved backlight control without sacrificing street side performance for Fr distribution. Consult factory for internal lower for FT-L and Fr-R applications. HOUSING - One-piece, die -formed aluminum housing contains factory prewired driver. Wiring DOE LIGHTING FACTS access door (with safety lanyard) located underneath. Department of Energy has verifled representative product test OPTICAL UNIT - Clear tempered flat glass lens permanently sealed to weather -tight aluminum data and results In accordance with its Lighting Pacts Program. optic frame creates an IP65 rated optical unit (includes pressure -stabilizing breather). Visit www.lightingfect.com for specific catalog strings: MOUNTING - Tapered rear design allows fixtures to be mounted in 90" and 120° LIGHT OUTPUT -XLCM Lumens T e a o FT e 7 e5Typill watts Nominnl '9 88 109M 22800 1 22900 15500 166M 193 " NO 27500 30900 1 31100 121200 1 21100 278 Be 19300 20000 1 20600 ISM 18000 193 No 26700 27800 1 29500 20100 204D0 278 configurations without the need for extension arms. Use with 3" reduced drilling pattern. A round pole plate is required for mounting to round poles. Wall mount available by ordering wall mounting bracket (BKS-)W-WM- -CLR). Proprietary pole quick mount accessories available with horizontal mounting or fixed IV angled mounting (POMH-KIT-CLR and POM15-KIT-CLR) for mounting to square poles. Top mounted reinforcement bracket for hig h wind or vibration (up to 36) applications available as installed option or field -mount accessory. LEO chips are frequently updated therefore values may iooeem. ELECTRICAL - Two -stage surge protection(including separate surge protection built into electronic driver) meets IEEE C62.412-2002, Location Category C. Available with universal voltage power supply 120.277 VAC (50160Hz input), and 347-480 VAC. Optional button - type photocells (PCI) are available in 120, 208, 240, 277 or 347 voh (supply voltage must be specified). DRIVER - Available in SS (Super Saver) and HID (High Output) drive currents. Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. OPERATING TEMPERATURE - -40°C to +50.0 (-40°F to +122•F) FINISH - Fixtures are finished with LSI's DuraGri polyester powder coat finishing process. The Dural finish w thstands extreme weather changes without crackng or peeling. Available in black, bronze and white. other standard LSI finishes available. Consult factory. WARRANTY - LSI LED fixtures carry a limited 5-year warranty. PHOTOMETRICS - Please visit our web site at www.lsl-industries.com for detailed photometric data. SHIPPING WEIGHT (In carton) - One fixture: 25.25 lbs. (11.5 kg). Packed two per carton: 43.5 lbs. (19.7 kg). LISTING - UL listed to U.S. and international safety standards. Suitable for wet locations. For a list of the specific products In this series that are DLC listed, please consult the LED Lighting section of our wabske or the Design Lights website at www.designllghts.org. This product, or selected versions of this product, meet the standards listed below. Please cggwhfaclary for your specific requirements. ARtRA C U®us SR&` / ( ®Gib IP65 RN torsos i 1 I�p� Wmlrte comply with ANSI 0138.31.2M0 American record Sandam for Rowel Upheng Equipment -Lumireire Vibration 1.60 mquiremem. Project Name i Fixture Type 1 04AWI7 02017 Catalog # I LSI INDUSTRIES INC. STEEL SQUARE POLES DIMENSIONS POLE SHAFT - Pole shaft is alectro-welded ASTM-A500 Grade C steel tubing with a minimum yield SON - SOBS Shea- strength of 50,OW psi. On Tenon Mount steel pales, tenon is 2.3l8" O.D. high -strength pipe. N.2-are' (00mm) O.D. x 4-3/4' (121 mm) Tenon Balt-dn ount 2-Bolt Pattern Tenon is 4.3/4" in length. Straight poles are 4', 6", and 6" square. a HAND-HOLE - Standard hand -hole location is 12" above pole base. Poles 22'and above have a 3" x 6" reinforced hand -hole. Shorter poles have a Tx 4" non -reinforced hand -hole. A,, BASE - Pole base is ASTM-A36 hot -rolled steel plate with a minimum yield strength of 36,000 psi. ' Two-piece square base Older Is optional. ANCHOR BOLTS - Poles are furnished with anchor bolts featuring zinc -plated double nuts and 14'-39' o No Metal Halle washers, Galvanized anchor bolts are optional. Anchor bolts conform to ASTM F 1554-07a (43m-11.9m) Grade 55 with a minimum yield strength of 55,0DO psi. GROUND LUG - Ground lug is standard. Henri -hole DUPLEX RECEPTACLE - Weatherproof duplex receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER - Self -testing ground fault circuit interrupter Is optional. SF- FINISHES - Each pole is finished with DuraGrip®, LSI's baked -on polyester -powder z° {8o5mmf Sur Fload Pole �reparallim finishing process which electrostatically applies and fuses a polyester powderto the OpCover Bass cover enaard pole. Provides an extremely, smooth and uniform finish to withstand extreme weather ® changes without cracking or peeling, and features a five-year limited warranty. Optional _J DuraGrip® Plus features the added protection of a 3.0 to 5.0 mil thickness of polyester - powder finish plus an inner coating, as well as a seven-year limited warranty. Projection A) DETERMINING THE LUMINAIRE/POLE COMBINATION FOR YOUR APPLICATION: fter Bolts • Select luminalre from luminaire ordering information Foundation • Salad bracket configuration if required By Other Determine EPA value from luminaire+brackat EPA chart • Salad pole height DRILLING LOCATIONS Slate Side '0" -- I--- -Side"B" I Side "A" (Hand -hole Side) Sides A B C D `Olhel Note: Standard 8F and OF pole preparations are located 3/4 of the height of the pole from the base, unless otherwise specified. SHIPPING WEIGHTS - Steel Square Palos 4"(102mm) sq, 11 Oa Is approximrrely 7M bAL 4' 5' 5 rf Anchor a, ore Sl4'2& (iemmxlearnml i51ba )lam Anchor Bolta 0' x 2amm x 914mm 30 6e71 14ke)laet tYrr4 ARRA Funding compliant �L (ii)9nm)egA7 Gseepproxlnatey 10a0 bAl n27mm)sg. 11 le approxirndey 9.OD 6eAl ji27mm)ep.07 Gale anproxllndeN 12.50r>am (ia2mm) 07Ga�la proxlmme 15A0lue.m. MProject Name Calaleg If • Select MPH to match wind speed in the application area (See windspeed maps). • Confirm pole EPA equal to or exceeding value from note above + Consult factory for special wind load requirements and banner brackets LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM LUMINAIRE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: XLCM 5 LED SS CW UE BLK PCI120 Prefix Distribution Mpht Drive Color Inputvorlage Finish Options R.!-P,.-. TmxnarMnr XLCM 4- 5-Type V LED SS•Super Saver CW -Cool White UE-Universal Voltage (120.277V) BRZ-Bronze �- n DIM •D•10V DImminp (iromexto slslgnal) Buaon Typo Photoce0e - Ig utput Nw- Neutral White FT-Forwsm Throw (4DWK) PCI120-120V $47480 FTd- Forward Optic Related for 0180 PCrt08.277V - 208.277V Moira (Lah SMe) Universal PCIS47 - 347V FT-R - Forward Carlo Rotated for 0180 voltage IL - intermit Louver (avallable 047480V) wide FToistri lion only) HV-VlbraeonReinforcementBracket Se-A 44r, -hanced ACCESSORY ORDERING INFORMATION (Accessories are field included) i Bin le 0.5 Description creatural Deacriptlan Order Number D790° 1.0 BKSASO-wTyt-'-CLR Wall MountBracket 38213ELA FK120 SInale Mind 02M FK72Ot ti XLCM3ffTHi5S RM Extamd House Side Shield FK277 all Fuslna 12TM FK2771 % D90° 0.8 (BhckanN•rearmountedl 6031501 OFK208240 Double Fuei May, 2401A DFRII24D Im�m Tap• 1.7 XLCM4T-IIFFR-HSS SM Extemet House Side Shield OFK480 Double Wsln A60V DFX48 emou I TM201 1.7 X3(RPP Round Pole Puts fora' RTP PoIae 408273CLR POMH•KIIT-C Au Square Pole Quick Mount Horizontal Bracket 58232SCLR + ODD° 19 X4RPPRound Polo Plate for 4"Poles 379967CLR PWIS•KfT-CLRSquare PouQuick Mount Brackew/diIS'Anals5029CLR ... _. ._ _... ... XSRPP Round PolsPlslafor5"Poles 379NBCLR BKS•XLCWHV-CLR Ralrrfomsmem Bracket 625744U FOOTNOTES: 1 - House Side Shields add to fixture EPA, Consult factory 2 - Fusing must be located in the hand hole of pole. DIMENSIONS (871mm) 11.3116. 18" `f284mm) 1m) A-ijill 16° (128} m 718" 1.1W18" (23mm) (49mm) HOUSE SIDE SHIELD (rear mount) 7.112" (191 mm) 4.7/8" (124mm) 16-12116, ,. (395mm) LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS (TOP VIEW) Area to be Llt Nate: OptlCS are not held -rotatable. For D180 Forward Throw Installations specify left (FT-L) and/or right Use Type Use lope (FT-R) aide mounting. Orientation Is based on standing FT-L pole FT- at the pole and looking out at the area to be lit. (left) (right) Project Name 1 Fixture Type 0410V7 02017 Catalog # LSI INDUSTRIES INC. STEEL SQUARE POLES PO LE ORDERING INFORMATION TYPICAL ORDEPEXAMPLE. 5SOB5 S07G 24 S PLP SF DGP Pole Series Material Heights Mounting Configuration Palo p Clone p BON -on An Mount •See pole selectlongulde S11G-11 Ga. Steel 14' S-Single/Parallel BRZ- Bronze GA- Galvanized Anchor Bell 18 Oi SO'- Double - SF - Single Floods 4SO� 63 3" Reduced drilling pattern - PLP-Pie moat Plus OF -Double Floods 20' DN90°-Double WHT-Whhe OOP-DumGdpm Plus 48OR 5" Tradhldnaldrlllingpattem T97-Triple SVG - Satin Verde Green LAB -Less Anchor Bolts 5SOBS-5" Traditional drilling pattern 24' TN120°-Triple OPT -Graphite Cal- Pole preparation for 6SOI-5" Traditional drilling pattern 26' Ol Quad May -Metallic Sliver PMOS Occupancy Sensors 28' GN90'- Quad so 35' Tenon Mount - See pole selection guide N-Tenon Mount Standard BF end OF pole preperaflons are located for tenon and lixture/bmcket matches. 39' {Standard tenon stra M 2-3/8" 0.0.) 3/4 of the height of the pale horn the base, Unless 4SON otherwise specified. fiSON 68DN Consult Pole Selection Cheri an opposhe page No Mounting Holes • Use with: • BKA 41SF & BNA BISF ` • BKA X416F & BRA X51SF Internal Slip-fiderl 4SO1 6801 ACCESSORY ORDERING INFORMATION Accessories are field indwied) Order Number Order Number 48C- 4"Suare Base Cover 122559CLR Vibration Damper -4'Sguare Pole(bad-an mount only) 172539 122581CLR ylbredon Damoar-5"Sauere Polo (bah-0n mount anN) 172638 BBC-e'S sore Base Cover 122589CLR VlbreOan Damper-8'Seueris Polo{bad-0n mountV 176361 ER2-weamemrool0uolex RacentaCle 122566CIR PMOS120. 12DV Occupancy Sensor 518G3GCIRa SH-Ground Fault Circuit interrupter 122567CLR PMOS20St224G- 208,240d Occupancy Sensor 53423a w MHP- Moulmnt Hole Plugs (3 dugs)aorusewh7liedNmuldrli radon 132336 PMOS277- 277V Occupancy Sonser 57 MHO- Mourning Hdewemherproof DecaHorusawth 340120 PMOS480- 48OV Occupancy Sanscr 534240CLR5 3' reduced ddll pattern FOOTNOTES: 1 - Bea Area Lighting Brawft 3" Reduced Drill Pattern and Area Ughting Bmckem- Boll 5" Tradltlonal DNII 4. Order PMOS Soperar&1y Changpe "XX" to indicate height and side of pole location Patient spec sheets for Internal Sllp-ttter brackets. Poe pole prapsradon. EX:0813A Indicates prepandlon Is to be loft up from pole 2 - Pole heights will have +/- 1/2'tolerance. base on side A 0 p11ma1 distance from ground t3 sonsor is 20ft 3 - See Rood Liahered Brackets section for choice of Fa0 broekets. 5 - OSXX noon required. Not for use with Metal Heide fixtures BOLT CIRCLE 4'y102mm)square 7027mm)sgiare 91127mm)square e'(162mm)square 10.1/8'(257mm)sq. 10-1/8"1257ma aq. 104,11"(257mmtsq. 12'(305mm)in. 11-d70mn) h.Botnrdr 11"(221CII 11'(27Bmml eBolt Circle 1Ttiount)Ole. efoicirls B C D J Slotted slatted Sloted Slottad BOIL Circle 8'-11'(203mm-279mm) 9`-11'(229mm-279mm) V-11"(229mar279mm) 12'(335mm) S�or box 3(4'x30' 3/4"x30 Pxae 1'x32' (19mmx762mm) (19mm x 762mm) (2$mmx914mm) (25mmxel4rin) Anchor Batt Jret 3-1/4' (samm) 3-1AP (83mm) 4' f1O2mm) 4' (102mm) Base Phis Ooenirg 3.S& 43/4' 438' 5-5/8' far4'amaAy rnry (92mm) (121mm) f117mm) (143mm) Beta 1D-1/8'sq.x9/4'thk. i�i/8'aq.x3/4'Ihk. 10-1/6'sq.xi'thk 12'sq. x1.1/8"ihk. Dimmslons (?b7mmx 19mm) (267mmx19mm) (257mmx25mmj (305mmx29r Note: Base plate illustrations may change without nodes. Do not use for sling anchor bolts. Consult call for the base plate torngles. Fixture Type 7,20/18 Project Name 02017 hill I LSI INDUSTRIES INC. Catalog # Catalog # : WPSLS-40W-45K-BZ Project: VOLVO CHARLOTTESVILLE Prepared By : Date : Performance 4500K (Delivered Lumens Efficacy Wattage 4,047 105.7 38.28 Optical System • High-performance Chip On Board (COB) LEDs behind clear tempered glass for maximum light output. • 4500K color temperature. • Minimum CRI of 75. • Zero uplight. Electrical • High-performance driver features over -voltage, under voltage, short- circuit and over temperature protection. • 0-10 volt dimming (10%-100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz • L70 Calculated Lito: A00k Hours • Total harmonic distortion: <20% • Power factor: >.85 • Input power stays constant over life. • Driver Off -State Power is 0 watts. • Chip On Board (COB) LEDs with integrated circuit board mounted directly to the housing to maximize heat dissipation and promote long life. • Components are fully encased In potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. • Minimum 2.5kVsurge rating Controls •' Optional 120V electronic button Protocontol. • Apertures for field or factory instal led if hotocontrol. W PSLS40WVR,. 40 Watt LED Slim Wall Pack Features & Specifications (Cont.) Construction • Rigid Precision Die cast -aluminum housing for durability and consistency. • • - - • • Vertical fins serve as a heat sink and resist accumulation of dust and debris. +The Patent Pending thermal stacking heat removal technology extracts • • - • - • • heat from within the housing moving it away from LEDs and integral Is GO 1 _ . as _ components. • Luminaire hinges open from the bottom to prevent leakage. • • • • - • • • _ - • Luminaire is proudly manufactured and tested in the U.S. • • • _ _ _ • • Fixtures are finished with LSrs DuraGrlp® polyester powder coat finishing process. That DuraGrip finish withstands extreme weather • • • • • - • changes without cracking or peeling. Other standard LSI finishes • • - - - • - • available. Consult factory • Shipping weight: 8.2IN in carton. Installation • Surface mounts direct to J-box or wall. • Features a bubble level and removable hinged face frame for ease of installation. cL us 1 RoHS ARRA Dimmable LNTM COMPLIANT FumroO ds Warranty • LSI LED Fixtures carry a 5-year warranty, D i mt7ns in ns • 1 Year warranty on optional Button Photocell. _ - Listings THOMAS HARRIS & CO., INC. 8505 BELL CREEK RD, STE B MECHANICSVILLE, VA 23116 • Listed to UL 1598 and UL $750. PHONE: 804-730-3003 • CSA Listed • Poll Compliant. • DeslgnLlghts Consortlum(ID (DLC) qualified product. Not all versions of this product may be DLC qualified. Please checkthe DLC Qualified Products List at www.designlights.org/QPL to confirm which versions Qare qualified. • American Recovery and Reinvestment Act Funding Compliant. • Lighting Facts Approved. • Suitable For Wet Locations. 4.00 Z.SQ Fixture Type 7f2Cl18 02017 I LSI INDUSTRIES INC. WPSLS40W 40 Watt LED Slim Wall Pack Photometrics FOOTCANDLES sD 10' MTG. HEIGHT Footcandles on the Ground Mounting 90 45 Av FCs Height 5' 10' 15, 450 St. I.et 10, 20,0 9.0 3.7 1 16.1 7.1 1 3.0 9.8 12' 1C8 8.3 4.3 1 12.8 6.8 1 3.3 8.3 figIrDIS USI tingfacts- NOU6TRIE6 Light Output (Lumens) 4047 Watts 38.28 Lumens per Watt (Efficacy) 105.72 Color Accuracy 75 Color Rendering Index (CRI) I-VItaii-M 2700K 3000K SSOOK a BSOOK� ' 792008: A Rnomce *scrim. oa s,are 1�n ,T,a us. P emmE reremoe, E Visit ww IHghungfactS. for the Label Reference N-1., v2 e¢ananr e um er: WP6L61uW45K.Bi YVe. Lumineve, Ar R®dw y c �e lne. Guide. f5 TYPICALORDEREXAMPLE: WPSLS 40W 45K BZ PC120 NOTE: 1. 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. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. gl M M -m � I \ v \ 3 a I a 3 53H \ d 3 I / �� Q� / /41 Q O Q� \ l l <v U Femrolllyix I / 2� PWattage Color Tamp Finishes Options/Controls WPSLS 40W 45K 450DK BZ-Bronze P0120-120U Button Photacantrol PC208-277.208.277V Photocontrol L61 Indu atres Inc, 10000 Allldnce, Rd. Onclnnatl, OH A5242 • www191-Industries.adm • (513) 372.3200 • CL81 Industries Inc All Rights Reserved, f)6711V17 LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • ww ISTindustries.dom • (513) 372-3200 • 01.81 Industrlee Inc All Rights Reserved, 0"8/117 \w� � O J- I/ � 0 \ PROPOSED 2,000 SF COMMERCIAL OFFICE BUILDING Luminaire Legend & Schedule C44 _ M Symbol Qty Label Arrangement LLF Description o-C-] 6 S3H SINGLE 1.000 LSI # XLCM-3-LED-HO-CW-HSS-BRZ �0 1 WP SINGLE 1.000 LSI # WPSLS-40W-45K-BZ 1.0 footcandles -0.5 footcandles r 1 1 1 � 3 zi \zi�_� ?i \ \ of If \ O O oo \ \ •. e .. e GRAPHIC SCALE 10 20 / 40 / ( IN FEET ) 1 inch = 20 ft. FUTURE WAREHOUSE/STORAGE BUILDING SCOTT R. COLLINSI� O U Lic. No. 035791,E J Z O � CO � d U) Z tY O M Z O Z g w t/] - - - - Q W W O N 00 I I � � � e e \ ?7 O O O O O O O o o � \ ., ♦ � \ 0 0 0 0 0 o O o o\ \ \ O O O O O O O O O \ 0 0 0 0 0 0 0 0 0 \ \ \ \ 0 0 0 0 > 0 0 0 \ O O O O o O \ /\ 0 0 0 0 \ C \ O / 9�, s 80 / ZONAL E L9 III M Q Zcyi M N M UJ N W N Q Q z W > IH U_ W V J � 11I � z J J Z U Q ~ W c)c J LU VJ Ul C) UJ W Z� HE-11 V JJ LJJ 1 J LU LU J:c U J Q J C� J C) H� N Z N w J F- H rw-s W a w U) JOB NO. 202179 SCALE 1 "=20' SHEET NO. 7 �M �M M M � M ' d aR I Structure Area CW to (Acres) (Min.) 2 0.36 0.90 5.0 4 0.88 0.55 6.0 TRENCH 0.08 0.60 5.0 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe a d � v CU y CU N C ic3 N M coi O a��i C 3 m N m U Q E U C C E a) y6 j c O (6 C m N 'T' U E a) Y OJ m O m S m w c E -�° Cu o LL - O j 3 MC E ('n W Q (5 U L) O O C C J C to LL > LL d' Pipe run: STR-4 - IX-STR-1 4 2 0.88 1 1 0.55 1 0.484 0.484 6.00 6.35 3.07 107 451.50 450A2 94.4 0.013 0.0114 12 4.12 5.74 0.27 2 IX-1 0.36 1 0.90 1 0.324 0.808 6.27 6.27 2.03 5.07 447.42 445.67 34.9 0.013 0.0837 15 20.25 13.70 0.04 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet x in n x a N -UOl a) O) Q C p- _ a N _ c E a y a) v O - Q fa d w y (6 a N n N o 3 U O O N 6 3 O d 0) Y c O > 3 u o 0 0) o NO V 3 U v fl r m m p J O c c `' m 2 't6 U O aoi @ d j >) � `O- v 'iu d E E a o d ci V cJ a 0 to in i cn cn o -a -o 1-- left 1 0.19 10.90 0.171 1 0.68 1 0.00 0.68 0.0200 1 0.0200 1 2.0 1 0.0200 1.0000 5.08 right 1 0.17 10.90 10.153 1 0.61 1 0.00 0.61 1 0.0200 1 0.0200 1 2.0 1 0.0200 1 1.0000 1 4.87 2 3C 10.0 combined flow 1.3 0.12 1 0.261 5.99 PROPOSED DRAINAGE DIVIDE ' gutter longitudinal slope of 0.001 should be used in a sump condition / grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth I - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities / NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. / � 3 I 8, L EX-2 < a TR CH: / \ T.M.76M1-11 / REVISED PARCEL i , PROPOSED DRAINAGE DIVIDE \ MILL CREEK INDUSTRIAL DEVELOPMENT L . LC D.B.4715-155 \ 46 i D.B.1342-238 THRU 247 PLAT ZONING: PUD 0 0 0 0 0 0 o C \ o o 0 o C • o / \ I 0 0 0 0 0 0 0 c_ T.M.76M1-12 ALL THINGS PAWSSIBLE, INC. D.B. 4409-270 D.B. 3344-393 &'394 PLAT c+ ZONING: PUD i \ 490 X\ \ / \ % T.M.76M1-12A o o LOT i , / FSOB, LLC / D.B.3618-642 / D.B. 3535-621 & 622 PLAT o / ZONING: PUD , \ G AP IC SCALE 20 0 10 2 40 80 / ( IN FEET ) 1 inch - 20 ft. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet x n x � iri E w c m d o 0 0 rn u 0 2 3 U v Q r m O c � m a) d as a .� m r o C O i m m o 0 3 O) a N 3 0 r L a m y E f d > - Q U U 6 d 0 to u) i u) c0 H v -o H � left 1 0.19 10.90 10.171 1 1.11 0.00 1.11 0.0200 0.0200 2.0 0.0833 4.1650 6.09 right 0.17 0.90 0.153 0.99 0.00 0.99 0.0200 1 0.0200 1 2.0 1 0.0833 4.1650 1 5.84 2 3C 10.0 1 0.17 1 0.361 8. 77 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLET TYPE AREA (FT2)(FT) PERIMETER A (ACRES) C I (INMR) Q (CFS) D (IN) FLOW TYPE 4 24" Nyloplast Yard Inlet 1.40 21.73 0.88 0.55 4.00 1.936 1.15 WEIR FLOW 4 24" Nyloplast Yard Inlet 1.40 21.73 0.88 0.55 6.50 3.146 2.10 WEIR FLOW 4 24" Nyloplast Yard Inlet - 50% clogged 0.70 1 10.87 1 0.88 1 0.55 1 4.00 1 1.936 3.18 1 WEIR FLOW 4 24" Nyloplast Yard Inlet - 50% clogged 0.70 1 10.87 1 0.88 1 0.55 1 6.50 1 3.146 8.38 1 ORIFICE FLOW Design Storm Year = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME fNCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 4 0.88 0.55 0.48 0.48 6.00 6.35 3.1 2 1 451.50 450.42 94.40 0.0114 12 4.1 5.7 16.4 2 0.36 1 0.90 0.32 0.81 6.27 6.27 5.1 EX-1 1 447.42 445.67 34.87 0.0837 15 20.2 13.7 2.5 Design Year: 10 Proiect: Berkmar Overlook Job #: 182152 Prepared by: AML. PE INLET STATION OUTLET WATER SURFACEELEV L. Da Q" ZW Sr" Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V7 Ho QIN VIN Qi*VI Vi /2g HI ANGLE Ho Fit 1.3Ht .51-It 446.67 34.87 15 5.07 0.005 0.18 4.1 0.1 2 1 3.1 3.9 12.02 0.2 0.08 68 0.13074 0.28 NA N/A 0.46 447.13 454.42 451.22 1 94.40 1 12 1 3.07 1 0.0061 0.60 3.9 0.1 4 0.00 0 0 0.06 NA N/A 0.66 451.88 455.50 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 4 YARD INLET N/A 24" 455.50 3 12 94.40 1.14% 451.50 450.42 HDPE 2 DI-3C CG-6 10, 454.42 1 1 15 1 34.87 1 8.37% 1447.42 1445.67 1 HDPE VERTICAL PROFILE SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch - 5 ft. HORIZONTAL PROFILE SCALE 50 ( IN FEET ) 1 inch - 50 ft. 465 465 EXISTING GRADE ; 46o STR:2 46o VDOT STD. DI-3C (L=io') STR:4 PROPOSED GRADE TP=454 42 24" YARD DRAIN INV IN: 450.42 TO 4 TP=455.50 FILL INV OUT: 447.42 TO EX-1 INV OUT: 451.5o TO 2 455 455 S 'R:EX-1 EXISTING DRAIN BASIN EX TP=448•85 ' INV IN: 445.67 TO 2 EX INV IN: 445.59 TO EX-2 EX INV OUT=445.56 450 1z, HDPE 450 94.4o LF @a 1.14' 445 L 445 L15" HDPE 34.87 LF @ 5.02% 20 TIE-IN TO EXISTING STRUCTURE 440 440 o Ln t10 O O . O1 W Ln � U) � � � 200 0+00 0+50 1+00 STR-4 - EX-STR-1 �TH 0�p SCOTT R. COLLINS Lic. No. 035791 ZONAL E rJ m Q U) a LL � LL Z LU U) w z LL, O z 0 O 70 z (� w LU z J a w W W O w N H � Q ro 0 � z L9W ti M Q Z M N z LU 1 N z O W00QU) N z N J O H W LU Q W Z J D J '~^ U (> V ) J W U OL9 T� W J QJ Z LL ~� O O U J clC W W Q Q Ul U)� W v / Q w Z) z Z W ~ C) oC z o H� JF W LU J � w U O O � N J I -I w LU H- I- w w CL W JOB NO. 132094 SCALE AS SHOWN SHEET NO. 8