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HomeMy WebLinkAboutSDP202000049 Plan - Submittal (First) Final Site Plan and Comps. 2020-11-10MILL CREEK INDUSTRIAL LOT 11 GENERAL NOTES OWNER 076M 1-00-00-01100 1205 STONEY RIDGE LLC 107 SANDRA AVE GREENOLLE, SC 29611 ENGINEER COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESOLLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scot t0collins-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), (Ali AIRPORT IMPACT AREA, AND MANAGED SLOPES OVERLAY DISTRICT. 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 BUILDING HEIGHT. • ONE STORY BUILDING - 25' HEIGHT PROPOSED USE 2,000 SF BUILDING. PROPOSED USE OF BUILDING IS FOR STORAGE/WAREHOUSING/DISTRIBUTION/TRANSPORTAT70N AND OR INDUSTRIAL OFFICES. FLOOR AREA TO LOT COVERAGE RAT70= 2,000sf/1.35 ACRES = 0.03 WATERSHED THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WATER SUPPLY WATERSHED. 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 DATUM ELEVA77ONS ARE BASED ON STATE PLAIN GRID- NAD 83 DATUM. EXIS77NG VEGETATION THE SITE IS FORESTED, WITH SOME EXIS77NG AREAS THAT HAVE BEEN CLEARED. STEEP SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING, MANAGED' STEEP SLOPES EXIST ON THE PARCEL. 774E MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET PHASING THIS PLAN WILL BE CONSTRUCTED IN ONE PHASE. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL 1151003CO288D 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 SITES NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. SITE ACCESS THE SITE ACCESS FOR THE PARCEL IS PROVIDED VA STONEY RIDGE ROAD, WHICH CONNECTS TO SOUTHERN PARKWAY. RETAINING WALLS. • RETAINING WALLS PROVIDED ON THE GRADING SHEET. MAXIMUM RETAINING WALL HEIGHTS SHALL NOT EXCEED 10'. LIGH77NG. 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 PROPER7ES 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 ROADWAYS. TRASH COLLECTION. AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. ADJACENT PROPERTY OWNERS SEE EXISTING CONDITIONS, SHEET 2. UTILI77ES EXIS77NG WATER AND SEWER UTIL177ES ARE LOCATED ONSITE AND WITHIN THE ADJACENT RIGHT -OF -WA Y AND CONNECTIONS ARE PROPOSED. STORMWATER MANAGEMENT FACILITY.- SEE STORMWATER MANAGEMENT PLAN. THE EXIS77NG REGIONAL STORMWA TER MANAGEMENT BASIN WILL HANDLE THE WATER QUAN77TY 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 17 EMPLOYEES AT LARGEST SHIFT BUILDING SEPARATION: BUILDING SEPARA7ION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RA77NGS 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 PROPOSED BUILDING 2,000 SF PROPOSED CONCRETE 1,675 SF PROPOSED PARKING LOT 14,225 SF STONEY RIDGE IMPROVEMENTS 4,075 SF EXIS77NG GRAVEL 476 SF EXIS77NG PAVEMENT & CONCRETE 3.712 SF TOTAL IMPERVIOUS AREA 26,163 SF (0.60 AC.) PAVED PARKING & CIRCULAT70N AREA: 14,225 SF OPEN SPACE AREA: 0.75 ACRES PARKING REQUIREMENTS PARKING REQUIRED. 1 SPACE PER 500sf OPEN TO PUBLIC FOR CUSTOMER PARKING (MINIMUM OF 2 SPACES REQUIRED) + (1) SPACE PER EMPLOYEE 1 SP/500sf x 200sf = 2 SPACES + 1 SP/EMPLOYEE x 17 EMPLOYEES = 17 SPACES TOTAL REQUIRED = 19 SPACES PARKING PROVIDED: 19 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) + 11 LOADING SPACES FINAL SITE PLAN (SDP 2020-00049) SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA / � I I 1 I / / I / / I I I J I / I / / O co 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 SHEET LAYOUT SCALE: 1" = 30' / I � / i r i i F Bb Ship Center aloe Ridge nv P Blue fliEg Juvenile � 4O�,,C p�F Cetrn40n,.. as SITE �9 0 s d almi,y: vaw::iae +' SOUTHERN Fezbady Sd,aalV pa Of Sooth.nPk„y ,.am vrwr PARKWAY a c.oty:i ' h`� uael�v� E a oc P c, M/r Bing R xor �n n 214`ORnTn C]OE.04m5MW rp VICINITY MAP SCALE: 1" = 500' 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 L-� EXISTING CULVERT CULVERT 0 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 DRIVE WA Y CUL VERT + BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN - - - -200- - - - EXIS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVAT70N TBC DENOTES TOP/BACK OF CURB TIB 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 I-1 Lic. No. 035791,a 11/9/20 ,Qj zz W a 2: UF z z m w can < o U 02 H z Z w >0 z U O 0 3 m d Z a > ~. UU w z d w � o wLn ti CM M CA N ® M i N C:) WCY) N N W> LJJ J J U) LU O U w ' LU Ul LU ZLU � U) J~ W J !< V C:) C] N I f LU H� Q z H� LL. Ti 0 ce, J Q O ZD M H� LU LU U .J H� w J U w w ac = a U) JOB NO. 202179 SCALE AS SHOWN SHEET NO. 1 � II T.M. 76MI-20 / NOTES: 0 / LOT 10 1. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT ROGER W. RAY & j,TH 3 MCV L / OFT ASSOCIATES, INC. IN DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MAY 202o BY J / e °1 22 D•B• 34 3 6 / / COLLINS ENGINEERING. 4 D.B. -28o / PAVED a= .°°' Exls G WATER METER / 2. THERE ARE NO ioo-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA L=544 O NG: P \SCOTT R. LINS'Z. / I 3 T=3o 28 MAP PANEL #51oo3Co288D DATED FEBRUARY 4, 2005 &COUNTY GIS, RESPECTIVELY. ALSO O �-, c-�1.at LOCATI OFWATE LI U : MO R 'S i L) Lic. No. 035791,'n CBgN75°o538"E \ EASEME D.B.�2- ) ELECT C L & / NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION EXISTIN FIRE n=zz°oa'19" MEC AN L / I / / ZONES PER COUNTY GIS DATA. °po 11/9/20 �4 / EXISTING PRO ERTY HYDRANT ALVE R=aoS.00' / \ s Cs1 / 3 IRON L=4O.58. �BOUNDAIR \ SIGNAL E� T zo.54 IRO FOUND C 4o.3z' FOUN CB=S6a°3756"E CONCRETED He RON Q� FOUND , � 3 R 47.43 °3 � / " � 15' GAS LINE EASEMENT 7=i7;5i, ��" v�� o �' Sas� (D.B. nzo-z14) - C=3a.85' a°°j- IRON CB=N250oo'So"E '/ 3 / DRAINAGE E7�SEMENT � �'' I I 4=40°0754" / F (D.B.1848-z78) \ R-130.00' / / z I\ C=89.21' Q V) CB=S3P2945 E O EXIS NGACSA�"Z IRON DIPWAT RLINE n / Q FOUND- T.M.6M1-21 z w COU � - — EASEMENT i / o a o — DR�INAGEEASEM�T I / / E, p PARCEL II � / a — _ iqo -722j -241 & D.B. I I I ` c ��a24 PAVED / APS WAREHOUSE, 99 352LLC / — — — — — / Ln . o j _ I I 1� D.B. 1102-724 THRU 729 PLAT/ / / / O o > o Lu ZONING: PUD / / 0 3 � ° I USE: CHARLOTTESVILL5 / �..� v, a z w / A R=4°3700' hO / / I I I ' I EXISTING CATCH BASIN AUTOMOTIVE w EXISTING ACSA 8" DIP WATER 435. / / 0 / T =94 94' TOP= 475.08 / > w j 3 T=y4.y4' V EISTING �UAR AIL PKNAIL NV OUT=473.06 / / / z w / C=i85.5�' Q 3 FOUND / / / ' Z ; [t / CB=Nil°o3'59"E l� W w w Lu //� ce / / I EXISTINGITREELI;NE(MI�OF I c — �- — — /— — — — — — — EXISTING CFTC i BASIN / I EyERGR�EN & DECIDUOUS TREES) / / G Fou o / S 24" RCP TOP= 448.8 I � I � I 1' c / " INVOUT 445g I / INVOUT 445�56 I I I 50' ROW \ 1 S a O n �� EL THE CONTRACTOR SHALL I / Q ry 1 E LOCATE THE UNDERGROUND 04 \ ELECOMMUNICATIONS \ I / n I / / / EX� ING DIRT PILES 1 / r I S VIC\ F o N_ N_ <u ¢f 1 3 � rn / / / / I I I/ 15'VIRGINIAELECTRICAND / Z T.M.76M1-11 3 POWER COMPANY EASEMENT O 0.// REVISED PARCEL i , / PAVED (D.B.1633-700) / I cn a �/ 120S STONEY RIDGE LLC D.B. 5344/416/ 3 PLAT ZONING: OUDLu Ln EXISTINGNJATER M J LATERALAND / �Q i\ �6° 3 Cy METE BOX TO BEABANDONED s / / 1 / / I \ N 1' 3 I I l / / 4 W PAVED / /} M S EXISTING CATCH8A51N \ /� c / EXISTING SANITARY S / 3 \ P-453-08 / \ 1 •u NFO�\No I / O V / SEWER MANHOLE j / / 'INV IN=y49999. _ / 1 vm J TOP=477-54 - EXISTING INV IN=456.1g / ` �� ,a3 ` • 1 \ / / / / / N NV IN=469.84 / / BLUE META ROD HOP INV OU7( 449 45 / EXISTING PROPERTY / a L INV OUT=469.52 / 5 BOUNDARY F / / � / > H� w T LATERALST STUB / / \ / �D.��l � \ / / / / / w ISTING STORM MANHOLE \ 2o'SEWEREASEMENT / / / / J TOP=455.92 IRON o (D.B.2229-33) / \ '0 G� T.M.76Mi-22 J INVIN 1. 6 FOUND a� \ �` _ / / \ t ai`r \ / PARCEL 1z / / (!) THE ON ACTOR SHALL / WATER /\ Ro rwEN / �� THE BARTLETT REALTY COMPANY, INCORPORATED �� / INV OUT=450-43 \ \ / / WATER zg„ 20' DRAINAGE EASE T� \ \\ v D.B. i3.o5-590 ® LLI 0 /LO AT TH UNDERGROUND METER \ P (D.B.11oz-7zy IN SLOPES / AIL rF D.B.3.02-724THRU7zgPLAT / / F— / / T LE MMUNICATIONS \ \ \_ _\ / EXISTING GUARDRAIL �� 3 ZONING: PUD / ' n �--� _ i EXISTING MA GED RDR ,�.' / S S ALONG THE SITE / \ \ 2 / / / O O EXISTING 8" D.1.. o= s°3°3 USE: BARTLETTTREE EXPERTS, COMMERCIAL / 3 FRONTAL SAN Y SEWER MAIN / R 50 00 / / J Z 6.85 NAIL CAP / J EXIP- G STORM IG1H T 3 .99 Fo D Q 473 45 C 66 °o 3 _ Q 1 3 0 GRAVEL \ \ \ / INV OUT=4� c6-sza°�'a9 E EXISTING DI J U / < INV OUT=4 135 \ INV IN= 92. / U < o v A INV OUT=4.24 - �l Z INV OUT=49z.2o � � � � H4 i--i Lu W / /1 x / / 4 s \Lu EXISTING ACSA 1d" DIP WATERLINE �' �' / / 3 z0' SEWER EASEMENT \ / GRAVEL / \ EXISTING SANITARY �P BENCHMARK: / LLI • \ '� SEWER SERVICE LATERAL ° // \/\� / IRON SET /LLI T.M.76M712 \r \ \ ELEVATION=5o8.38 / z / 3 ALL THINGS PAWSSIRLE, INC. / / \ fio& D / / \ s / / cn W D.B. D.B. 93 &- 94 PLAT / / \ \ / _ $1a°0a /Lu / 3ZO IN 394 _ F ,' / / 3 ZONING: PUD — _ 4.39'490 / USE: DOG DAY CARE CENTER / / / \_€bOST� SAN1TARY wn�� �� / CB= ��5� � / / / � U SEW�MANHOLE IRON SET \ - ° 3'3\9`'�,/ / INV IN=478.41(LAT BR t-t o / / / Q / TOP- z INV IN 478.39 �' EXISTING WATER VALVE/ / (� INV OUT 478.36 A / / '�� 4 w8s 6 1 GAS LINE EAS ENT / E TINGTOETE V — �� y / v� (D.B.11zo-21y) BLOCK WALLS �� V,> CV NAII &CAP GRAPHI SCALE FOUND / EXISTING CONCR TE zo 0 10 20 40 so Lu BLOCK WALL N FEET / / ) S 1 in h = 20 ft. PAVED 3oe No. T.M.76M1-12A A � 202179 LOT 1 / \ o EXISTING SAN J ARY FSOB, LLC _ +,,� SEWER MANHOLE SCALE D.B.3618-642 TOP �28.33 / D.B. 3535-621 & 622 P�T Nvou1= 3.gs 1 —20 ZONING: PUG / USE: MILL CREEK PROFESSIONAL BUILDING SHEET NO. NOTE: TH 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION / 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. O SCOTT R. LLINS Z 3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. zi Lic. No. 035791 (� 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". A 4' / \ 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING ,jo 11/9/20 85,000 LES. — I \ 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SIGNAL 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. B RETAINING WALLS GREATER BUILDING PERMIT.RMI. WALS EXCEE ING 4 FEET IN HE GHT REQUIRE SEPARATE RE A STAMPED / \ ENGINEERED DESIGN FOR THE WALLS SYSTEM. 13 PORTION OF i \ � g. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS / I XISTING CONCRETE / / 1 / / \ SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS DITCH TO REMAIN / I / I \ REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. z ® 2'CLEAR SPACE / io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO w PUBLIC AGENCY, INCLUDING VDOTAND THE COUNTY OFALBEMARLE WILL BE Q 2: RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. k 00 F ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC Z w M " " ���M USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL p ca co X PROPOSED h RIGHT-OF-WAY / �-" \ / / / BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. �/� a F O 3 I r PROPOSED TRASH Vl / DUMPSTER ENCLOSURE / U) — p z SEE DETAIL, SHEET 6 SITE PLAN NOTES: Z w 1i 0 S 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY o ' > O w �� MIN. HEIGHT=6' Z Z v F I I I �� \� I I / / INFORMATION. O O g z Lu 3 Z / 2. TRASH SHALL BE STORED &COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS 0 0 a ? wa SHEET. w j /\ 3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. (n OU Ow \y�I,` I ul F 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. wM I CONTRACTOR TO WORK WITH UTILITY COMPANY FORTHE DESIRED LOCATIONS.Wz'CLEAR SPACE Z o °C _ VDOT STD. y �//\ ,: 5 CONTRACTOR SHALL REPLACE THE PORTION OFTHE EXISTING ASPHALTTRAILDAMAGED FROM iT N o I I 0 CG-2 (TYP.) `' �/ / THE PROPOSED CONSTRUCTION. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO w MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO °C - 4 \ THE SIGN BAND AND THE OVERALL BUILDING. 7. THE PROPOSED ENTRANCE PAVEMENT SHALL MATCH THE EXISTING PAVEMENT ON STONEY RIDGE ROAD AND SHALL TIE-IN TO THE EXISTING STONEY RIDGE ROAD PAVEMENT ATA 3 (4)-z' URB CUTS WITH 16 MINIMUM OF 1' FROM THE EDGE OF PAVEMENT. � TRANSITIONS i 3 3 PROPOSE DBUMPER BLOCK '%p SEE DETAIL, SHEET 6 3` ASPHALT PAVING �� / N � o R / w o N N i — Q .� rn SEE DETAIL, VDOT STD. V o SHEET 6 CG-z (TYP.) � A' — � — — — _ � — — — _ S i I 5o' RO�V/ / / zg, S / 3 3 PROPOSED SEGMENTED RETAINING WALL WITH SAFETY RAILING, L ING SPACES I I 1 SEE SHEET 6 (NOTES AND DETAILS) FOR DETAILS TOTAL: 9 SP S i � co �j VDOT STD. / M 40 CG-6(TYP.) �X, / / / N / ry 2'CLEAR SPACE PROPOSED BUMPER BLOCK p O� �� Qo PROPOSED 5' / / M W <4 PROPOSED / SEE DETAIL, SHEET 6 3 O Q CONCRETE r 995'TONEARES �HANDICAP HO ya SIDEWALK / INTERSECTION / �<4 V PARKING SIGN 3R % (SOUTHERN PKWY) i 0� J Jm PROPOSED (3) o 2' CURB CUTS Z ? STOP SIGN �� / s. 4i / 3� �/ 3 N Q PROPO�ED y R N MILL/OVERLAY AREA 3 3 PROPOSED 2,000 SF / > 1— 4 0 / ALONG STONEY RIDGE/ PROPOSED VDOT BUILDING, I / ; / o ROAD, SEE DETAIL STD. CG-12 SEE COVER SHEET / W S SHEET 6 ° FOR USES OF / s \ BUILDING 3 S a ZSR o W C) Q o 0 El 7 V 3 P <.Lu UU n J RD / 465 465 o _ E �470 \ / 'PROPOSED SEGMENTED RETAINING WALL WITH \ SAFETY RAILING,? \ SEE SHEET 6 (NOTES & �— / DETAILS) FOR DETAILS GR HIC SCALP/ 460 HT. OF SIGHT ETA CE= 8o, 46o OBJ.=3.5' \ EYE= .5' S/ GHT D/ 455 EXISTING GRADE (TYP. 1 Tq/yCE`Z\ 455 PROPOSED GRADE (TYP.) — — — — — \ 450 HI. OF 450 OBJ-3.5' 445 1 445 l(1 M O .t M M O Il al ci 6 CC O U 1 z z_ W W ~ w Z Z ® (n W z J� w 0c o W U J < J > = o O N U x J N F— w E aIn W U 0 JOB NO. 202179 0 0 zo 0 10 zo ao \ ao SCALE I / / / / / / / 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 11-20' `o INT SIGHT DISTANCE - ° SHEET NO. a inch = 2 ft 3 �I / \ I T.M. 76M1-20 / LOT io ACSA GENERAL WATER & SEWER CONDITIONS 0 \ / � TH _ MCV L i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) F� f D.B. 34 -3 6 \ / / \ INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA ✓' I D.B.184 -28o AT / / OFFICIALS AT THE START OF THE WORK. �� PAVED EXIS G WATER METER (�����pppppp z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 13 0 NG. P SCOTT R. LLINSZ LOCATI N OF WATE LI ,Y � �.� NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLYAPPROXIMATE LYCORRECT. O -, LOCATE D.WATE ) / / / THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND U Lic. No. 035791,'n EXISTIN FIRE / I / STRUCTURES, AS NECESSARY. 070 11/9/20 r�4 HYDRANT ALVE 10 EXISTING PROPERTY / 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL Df�AINAGE EASEMENT (BOUND RY / WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SIGNAL E� �(DIB.1848-278) / / 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). CONCRETED H: INVOU=462.49 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, \q �a OD SQ5R�5 SERVICE LATERALS AND WATER LINES, ETC. I _ i5' GAS LINE EASEMENT ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. (D.B.1120 214) / EXISTING ACSA id' \ 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE I I DIP WATERLINE acw �� DP� \�s I / DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. z c PROPOSED SEGMENTED 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION w / REGARDING BRASS FITTINGS EFFECTIVE JANUARY 201 SENATE BILL 8 WHICH AMENDS THE RETAINING WALL WITH 4� 4 ( 3 74 4 � SAFETY RAILING / SAFE DRINKING WATER ACT). K z / I 2 / VAR. WIDTH SWM FACILITY •_ '� (MAX. HT.= io') Z � Q w I I \ ,�_: / T.M.76MI-21 O CO u -- EXISTING DRAINAGE EASEM T� I �i \ & ACCESS ESMT. C.-fie,,.. PARCEL 11 / NOTES a a o --------- - _ _ (D.6.13yz-zy1&D.B.11oz-7zz) I � h \ DB._PG. �� a8, � APS WAREHOUSE, LLC � � v~i u tl \ P LIMITS OF CLEARING AND GRADING / 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST cU ac F � D.B.1999-352 � w N ' ' BE PROVIDED. w .. o z T _ / D.6.1102-724 THRU 729 PLAT/ o > o / go' ROW i \ J J ZONING: PUD / 2. A MINIMUM OF 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. O o g U Q \ % / 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. w Z a 1 a I d \ 469TW EXISTING CATCH BASIN 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT &SHALL BE ��//�� w o 0 454,17 E/P A 459BW TOP=475.o8 / DEDICATED FOR PUBLIC USE. VJ ac m u EXISTING ACSA 8" DIP WATERLINE > / 3 I A _ 454.0,7 T/C \ \ INV OUT=473.o6 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & FBI Z a w GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED > o / EXISTIN CATCH B SIN �/ 5 \ \ ACCESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE Lu in S a =44 s I - 4.17 © \ 466.0 W N / ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. > EX TOP- 8.8 A w I PROPOSED INV IN-445 66 \ / - 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXEX INV IS NG °C EX IN OUIT=445 56 - dID� I�RB I- \ ��� �' 458.56 �I - - - _ _ _ _ _ UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM, AND WATERY( ce \ \�� ' GRADES CAN BE ACHIEVED. S 24' RCP 7. A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S 4454.1 E/P /„j\ \ c ROPOSED STONE LINED TRAPEZOIDAL OFFICE. TIE-IN TO EXISTING STORM SEWER 4.,4."/ f/: / \ CHANNEL OUTFALL (2'WIDE AT / \ I BOTTOM, 6" DEEP, 2:1 SIDE SLOPES) / 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A BACKFLOW S 3 \ 3 PREVENTER WILL BE REQUIRED. CONTRTOR TO' TRANS( 11C N CG 1 6 10 \ q TW ED, I ROPOSED SURFACE WATER DIVERSION hh J' PROPOSED FIRE HYDRANT M ` '`N CG-2 UVER t 'YP. \ �` W SWALE, REPLACE GR-2 AS NECESSARY ASSEMBLY WITH 8"X6" TAPPING �, /� / ° �� 1 I 3 PROPOSED STONE LINED TRAPEZOIDAL w N N N \ \ i c CHANNELOUTFALL(2'WIDEAT N SLEEVE AND �R 4�E.'2 NL, , , Q m / o / 4 -6-62 T�'C/ BOTTOM, 6" DEEP, 2:1 SIDE SLOPES) / i 0 15'VIRGINIAELECTRICAND POWER COMPANY EASEMENT/ s-s7 E/d ©12' WIDE PAVEo - (D.B.3.633-700) O / / cuRo / CL I -BAN ov7N I0PP NG co, REASE PowTZ� w EE-) 3 o' L56.67/FFE 7456 17/ PROPOSED 01" COPPER W/L a� /� q �� PROPOSED WATER' / / / / Lu LATERAL w/ CORP. STOP & 1" METER 4 Q SERVICE LATERAL 45 'S7 / C �� C, 456.04 T/o \ /s / PROPOSED 2,0 SF a) A A N BUILDINd o EXISTINGWATER �456,00 E/P� w%� // FFE 7.00 / IW 3 �,� �1 M Lu LATERAL TO BE w 456 50 T/' PROPOSED 6" PVC SANITARY S ABAGDONED / w C.O. SEWER SERVICE LATERAL EXISTING METER __�„ q56 , SHALLBE w �, 45630 - / WITH CLEANOUTS / / / / 3 ANDONED >� �' / PROPOSED CONCRETE / I o (V V J EXISTING SANITARY / S / '/ " RETAINING WALL FOR / I I ,I 1 I / / / C] A . W DT S M ACI IT SEWER MANHOLE / / w 6 WIDE ACSA a LOADING DOCK / �' c s / Cn J CC SS ES T. c^ p 3 / TOP=477-54 EXISTIN BLUE / UTILITY ESMT (MAX.HT.=4') , I N INV IN=469.84 / / PAINTED METAL ROD / DB_PG._ 9, y 453BW t� I D P y \ / w N INV OUT=469.52 / / TO BE REMOVED , f457 TW 'b 453BW w / ROPOSED 1458T a hti I �i L ...... \568 ° a .:452 83,T I TRE�1CFf / / / 0� i w I y�cc` L. Lu � q� � J EXISTING ORM o 458ZW `M� // / I / \ 'r K'o0C T.M-22 MANHOLE / "� 453BW . ,° C.0 \/ -�_,� / / v PARCEL12 I --I RAISE MHSTRTOGRADE A5 w \ // `N ��� \ THE BARTLETT REALTY COMPANY INCORPORATED / / / / (� T� J / 4559 EXISTIN IN B 4 BW �` / / // \ D.B.11o5 590 / ® LJJ T--� H 4 \ ✓ -- / EX. TOP- 00' zo' RAIN�A ASEM T/ // / / 3 / WATER 18• �(D.B. 1oz-7z _ / 9�r D.B.1102- 2 THRU 2 PLAT / / NV OUT=45043 METER \ ` �\ RCa XIS SG A ODES I �?�� ZONING: // / / / F T.M. 76M1-11 \ s . o� * / / / O O 06 REVISED PARCEL 1 12o5 STONEY RIDGE L'L� ��, / / / / / / 0 � _j Lu D.B.5344/43.6 / Q 3 s EXISTING DI % _j Q TING CATCH BASIN \ RAISE TO456.o PLAT ZONING: PUD / / EX TOP 453 / c,- `7p� TOP=Soz.zo EX INV IN INV OUT=492. / / / U Q 449�49 � \ \ �'° a INV OUT=49z.zo / / H� Q / 3 / EXINV IN 450-19 EXISTINGEWER / PROPOSED INV IN=449 5 LATERAL SVUBOUT �9 EX INV OUT=44 �45 EXISTING P Y , Lo / h \ / / Y 0 BOUNDARY \ TLu IE-IN TO EXISTING STORM SEWER 0 0 0 , / PROPOSE�6"PVC TRENCH PROPOSED SEGMENTED DRAIN LINE WITH CLEANOUTS RETAINING WALL WITH ' o \ / L=89.o', SLOPE=2.75% SAFETY RAILING EXISTING STORM M � EXISTING ACSAI6"DIPW^ATERLINE- ft (E� TING 8')DIP o 0 0 0 0 0 o P=47335 / \ \ / / (n NITARY SEWER MAIN I / �INVOUT-�461yo �_j<X-�C / �Q �'s 3 �� ��// �c \ / / 'EXISTING SANITAR`! / / / w �� SEWER SERVICE LATERAL ' / \j^ \ "" � IRON & CAP BENCHMARK: // / / \ / \ \ ELEVATION SET / T.M.76M1-12 l / \ \ ' s / 3 / ALL THINGS PAWSSI E, INC. \ \ c� \ \ s / / / / CO W D.B.44og-2ao �,, i D.B. 3344-393 &'394 PLAT \ \/ Fo \ / / w NING: PUD - / 4 _ LLJ - flIG €�tISTJSANITARY/ \ \' c's 9L / \J SEW OP�9 92 \ \ \ / / INV IN=478.41(LATER J INV N=47839 A o EXISTING WATER VALVE/ (� INV OUT=47836 \ �\ %/ , _ / 15' GAS LINE EAS ENT � GRAPHI SCALE Lu 20 0 10 20 40 80 H \s w w s ( ) d i N FEET 1 in h = 20 ft. PAVED JOB NO. T.M. 76M1-12A�� 202179 �o \ LOT 1 / ! o EXISTING SAN�ARY FSOB, LLC i SEWER MANHOLE SCALE TOP- 18.33 D.B.3618 622 / ' -� D.B. 621 & 6zz PLAT \ INV IN= o3.g9 j _20 3ZO o INV OUT- 03.98 ZONING: PUS \ \ SHELF NO. 4 LANDSCAPING PLANT SCHEDULE Conservation Plan Notes: 1 TH 0 SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) F 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH / / � � / / � QUANTITY COVERAGE(sf) PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. / / / / /� TREES Q �� NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS UPA ULMUSPARVIFOLIA ALLEEELM 21/2"cal. 366 3 1,098 SCOTT R. LINS'Z W BEEN INSTALLED THE CONTRACTOR AND INSPECTED AND APPROVED BY \ / L THE COUNTY ENGINEERING DEPARTMENT. / /" / ATANUSACERIFLORA LONDONPLANETREE 31/2"cal. 422 3 1,266 O 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF / ow I Y / PA PLAS ROTUIJDILOBALIQUIDAMBARSTYRACIFLUCIFLUA AMERICANSWEETGUM 121/2"cal. 1 238 1 3 1 714 z) Lic. No. 035791,1, CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE UNDERSTORYTREES PY PRUNUSYEDOENSIS YOSHINOCHERRY 6'-7'ht. 99 4 396 '� 11/9/20 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / / / I I I / / / / / �0 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT / S'IONAL STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED / / I I / / / SHRUBS SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED I AB ABELIAGRANDIFLORA GLOSSYABELIA 24"ht. min 14 36 504 AND PROTECTED. X / IG ILEXGLABRA INKBERRYHOLLY 24"ht. min 23 26 598 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 24"ht. min 64 35 2,240 / / 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE / VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30"ht. min 22 11 242 DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / 3 I / J \ / TOTAL CANOPY 7,058 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 I / / 1 ,i On 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, �I / I / w ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF ® / a�� ¢ 0 ul CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE I F I k MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE / \ / / / T 5 ¢ w REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL \ m / / 1 TREES UPT04" CAL. SHALL BE STAKED z co U) � SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND �M m m i PROPOSED TREE WITH zz'xz"HARDWOOD STAKES. O p v 2:PROTECTED. I / PROTECTION FENCING _�>t � / TREES OF 4" CAL. OR LARGER SHALL BE a Hn ''ZOU U)� U) GUYED WITH 3 EQUALLY SPACED, TWISTED, 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO \� I kg� q,`I5 / ^^ / M oc BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN \ I q5 _ r / / - _ AND TURNBUCKLES. LOOP HOSE AROUND ul O z 3 I PROPOSED TRASH Z w p p ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL � (i)A C% + + / c� / � / TRUNK. FLAG WIRES WITH COURVEVTAPE. HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A _ r UMPSTER ENCLOSURE / p z U PROFESSIONAL FORESTER OR TREE SPECIALIST. \ I I i /� + + SEE DETAIL SHEET6 \%� REFER TO SPECIFICATIONS FOR O z - + r / 9 //� FURTHER INFORMATION u ZA � Z a 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO 3 I - + s l / ✓ ^ LU O p BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES UriU WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL II / _ ¢ a w IS LOOSENED. k # FE s� `AI//� I GUYWIRES WITH RUBBER HOSE AND z p / ,11\\ TURNBUCKLES 2/3 UP TREE LL w 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY E -- '-7 V EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. I I (i)UPA \ -- (g)AB z"xz"HARDWOOD STAKES, ALIGN }y' LU (9) IV a�. # , /- / / TOP OF STAKES K 1992 3.38 ($)VB V \ # - 3 r \ r' �\ (/ I G /1 I MULCH SAUCER N �, #a AMENDEDSOILMIX l / / \ PA \ �� (1) PY �� /IIII IIII ll CUT AND REMOVE BURLAP FROM TOP IF 213 OF BALL AS SHOWN II -III - I V A_ IINI = SCARIFY SUBSOILTO y"MIN. DEPTH CD CD Y F-r- �� ( COMPACTED SUBGRADE Q 00 P � 0) ­1 ti JI 1 PA - A-_ � _ _ _ _ � Evergreen Tree Planting Detail (3) AB \ ?. \ / r 1 - - - Not To Scale V 6 V f 3 + (5) IG (iz) AB r 50' O \ PROPOSED SEGMENTED RETAINING WALL, ) + (18) IV \\ \ a r SEE GRADING SHEET DOUBLE STRAND#12 GAUGE WIRE / / \ \ •'d. I' r I \ FOR DETAILS / \� WITH RUBBER HOSE&TURNBUCKLES m , � 1� / + Y'xz"HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP / l +sF BALL AS SHOWN / l I \m / / SCARIFY SUBSOIL TO IN DEPTH / (z) UPA �/ �_.� / � � ° / / + ; / / V O M LL MULCH SAUCER �0� FINISHED GRADE L m / I N / / TREES UP TO y" CAL. SHALL BE STAKED. V ,n (2) A5 / \ \ \ 000111/// I I I- r I- '' ?J TREES y" CAL. OR LARGER SHALL BE a 0 GUYED WITH 3 EQUALLY SPACED 1 �� TWISTED, #zz GAUGE WIRE WITH HOSE ANDTURNBUCKLES. ABOVE BRANCH N P HOSE AROUND TRUNK ABOVE BRANCHES � AS SHOWN, FLAG WIRES WITH CD o rTI COURDDITIO ALINFR M SPE6 CN0 +� I' ,,,�1FOURVE TAPE. INFORMATION. N `PY4S6 / uul f f f / - r AMENDED SOIL MIX m COMPACTED SUBGRADE > o Tree Planting and Staking Detail W / r (3) VB /� \ " � " PROPOSED 2,000 SF I GRADE IN EXCESS OF 3:1 Not To Scale J � o BUILDING / /� // 1- �I- I CONSERVATION MIX REQUIRED i �� 73 o s LANDSCAPING CALCULATIONS U) w T ° /i l f r 1 \ TOTAL PROJECT AREA 1.35 AC): 58,671 SF W AB a I I I r ( I- ro r / 3 \J I / CANOPY REQUIRED 109: 5,867 SF (5)IG /// // a f- r PROPOSED CANOPY. 7.058 SF O Ur o 3N \ (.0 In O m a/ ry L STREET TREES.- / WITH J Z 3 (3) AB Source: Va. DSWC Plate 3.38-2 / w Q s a TOTAL LINEAR FOOTAGE OF ROADWAY NEW BUILDING: 220 LF J L s 1G . ��o , 4 �/ I TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 6 TREES 5)Q ( 1 F \ TOTAL S7REET TREES PROVIDED = 6 TREES County of Albemarle / r \� 1 �'' ' - Consenation Plan CbecWist- To be placed on Landscape Plans / (3)AB o II tI I �- (-j I� \ U (Handbook, pp III-284-111-297 for complete specifications) / (- r L- 3 ) INTER/OR PARKING CALCULATIONS: (5 Q U -� (5) IG a �� / PII I I TOTAL NEW PARKING AREAS AND IRA I/ELWAYS = 14,225 SF �� (n a 1. The ranowmalte... ban be rbawn an the via.: - TOTAL INTERIOR LANDSCAPING REQUIRED (57) = 711 SF I m KI Tress to be saved; / / / 3) AB 3) IG \ \ \ - / // / f f f I \ I \ \ TOTAL INTERIOR LANDSCAPING PROPOSED = 1,662 SF 0 EI Limits of cleating (outside ddplme of trees to be saved), A / I- A �� / / I- I- ,y ✓ LLI I Location Grade changes pe of requiring Ma welts 'a NO TES: W a Grade changes requiring tree wells or walls, ' ^ Ll Proposed trenching ortonnelmgbeyondthehunts ofeleating \ f rr�L-1- r f �L- I I I I I 9 \ 1. SLOPES GREATER THAN 3: 1 SHALL BE PLANTED W/TH NAT/VE STEEP V 2. Marianar: 1- r I I I \ I '" I 3 SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS - ZI All trees to be saved shall be marked with print or ribbon at aheight clearly visible to equipment opemtom. 3 ! / \ _ 1-f � f (- 1- r (-f I (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS PER ACRE, OR 1 93 No grading shall begin unRl the tra mazking has been inspected avd appra✓aa by a County Irupector. DC; - _ - (--I- /- f I- / I I I I \ e9 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE Q PERMANENT STABILIZA77ON AND SHALL NOT REQUIRE MOWING U)° 3. Pre-CotntrncllonConference: / / o�. T--1-�I-� (-'I� lI-rI- I-r I I I I I \I \ a 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE Ul (3 El Tree preservation and protection measures shall be reviewed with the cantiactor on site. I -I- /- / I AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES W L Off 4. EauinmentOturationandStoraee: / c - I -I- rr -, f I 1 1 s \ SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED w EI Heavyq",pm ve �ao-aneaaammgeof� a,amate,a;mlangsoilshelfnotbeperrnittedwthinthea,iplinesofbas / / 1 �- SyLIMITS OF CLEARING AND GRADING LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA � I_LI z tobesaved . �r �� NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE z s. soil Erosion and stormnater Detention uevtees: DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY w \ OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE EI Such z w seen devi a shall not adva ly adao tress to be saved. / / - j / SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. Fires::; \ \ J. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO J LI Fire, me, not petinitta3wimin100feet ofthedriplineoftreestobesaved, / / / / \ \ \ 1\ REACH, AND BE MAINTAINED AT MATURES SHALL THE TOPPING OF � w 0 �- \ c� TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED J W O. 7. Toxic Materials: j / MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE ° ® Toxic materials shell not be sWredwithin 100 feet ofthe dripline of trees W be saved. / / / \ \_- T 1 \ I \ \ 3 \ PLANT U S. Protective Tend.- / / `- \ \ \ \ 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT �/ a LI Tim it be retained within 40 feet of a proposed building or grading activity shag be protected by£erring. / / / l ------ ---- 1 \ / \ \ DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA 0 EI Fmdng shall be in place and shall be inspected and approved by a County ImpmWr poor m gmding or construction. / I - \ / I \ \ \ \ \ \ c ; BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE Q �- / >� J \ / SIGHT LINES AND ACCOMMODATE PEDESTRIANS. (!� J 9. Tres welt: off•.1 d 4°�0 \ m ® When the round level most be raised within the dd line ofatrce to be save atree well shag be provided and aconsWctlan detail �- \ submitted for approval. p p / / / \ & �0 _ �` / ° H� / ^ I x lo. Tree ®Whbut en the ground level most ba lowarad witttin the driplina a hw to be saved, once wall shall be provided, and a construction detail submitted for approval. \... 11. TrencMne and Tunnelinm / w 0 When trenching is hallrequiredeconsidered limits to clearing it shall a done to far away from the trunks effuses illde try feederle. Tunneling wder alarge tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy fader roots. F- r= F- 12. Cleanup: E �q 3� 0 w EI Protective fencing shell be the lmtitems removed during the final cleanup. icl� 13. Damaged Trees: / / / / / // \ Cl_ En -° W Damaged trees shall be treated immediately by pouting fertilization or other methods recommended by a tree specialist / / / �_ J I \ \ ; / / / JOB NO. 0 NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH ME CONTRACTOR ON TREE CONSERVATION / / j / / \ I 202179 REQUIREMENTS. / m NATHAN BOCOCK 9/21/2020 GR HIC SCA \ V - A 11 f SCALE OW NER SIGNATURE 0 10 20 RE (DATE) Al �� 1=20 0 80 / / Y -\ CONTRACT PURCHASER SIGNATURE (DATE) SHEET NO. m 5/1/06 Pape 1 on IN FEE ) �� C m a to 1 inch 20 ft. / ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 1. PR/OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 1 Z" EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS REFLECTIVE ALUMINUM PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES LEGEND AND BORDER - GREEN OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PARKIING WHITE SYMBOL ON BLUE 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT • BACKGROUND BACKGROUND - SPECIFlCA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ` WHITE J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION TYPICAL AT ALL HANDICAP SPACES CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THIS SIGN TYPICAL AT ALL "VAN 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE VAN ACCESSIBLE" PARKING SPACES IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACCESSIBLE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE PENALTY SIGN WITH WORDING AS COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO REQUIRED BY STATE OR LOCAL LAW STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 0 GALVANIZED "U" CHANNEL POST 8. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE O v) CONSTRUCTION INDUSTRY (29 CFR PART 1926). 120 ROAD NOTES:- Of PAVEMENT m o 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE o VDOT A3 GENERAL MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION o Ln CONCRETE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND o TOPSOIL AND SEED COMPACTION BEFORE BASE IS PLACED. 0 J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 774E 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 SURFACECOURSE REMENT MILL APPLY. 5. THE USEIOF ANLAGGREGATE SPREADER IS REQUIREDED PRIOR TO 60 DAYS, 774ELWHENUPLACING AGGREGATE BASE. \�\�\//\///' ro N °�,\/\ \ \ \ o yi 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC770N BEFORE SURFACE TREATMENT IS ; � /\ \//�\/////w�\, 7. PRIME APPLIED. MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON 4" MIN. SPECIFICATIONS 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 7HAT DO NOT ENHANCE A ROADWAY'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 V-011 LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING HANDICAP PARKING SIGN DETAIL 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA7IONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA NOT TO SCALE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE SIGNS MOUNTED BOTH SIDES ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC7ONS SHALL BE REMOVED. 4. ALL VEGETAT70N 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-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COEWAY ENRANG INDICATE NOTE: FINAL STRUCTURAL WALL DESIGN TO BE 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 SUBMITTED WITH STRUCTURAL ENGINEERING PLANS TRANSPORTATION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) ' LOCA77ON FACE OF CURB BUMPER BLOCK PAIN PAINTED PER VDOT TRIPE SPEC. (CAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS INSPECTIONS NOTES" PAVEMENT LEGEND: 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND 1. HEAVY DUTY PAVEMENT / ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 2• LIGHT DUTY PAVEMENT THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVAT70N OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH \ FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS \ ABOVE THE ELEVATION OF 774E MANHOLE COVER OF THE 1 NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. _ 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. �) TOP I OF 4- 2" R CURB 6" HANDICAPPED SPACES SHALL BE IDEN77RED 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 SIZE SIGN WILL BE ALUMINUM (PAINTED WHI7E)PLAN. 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 $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE TOP OF CONCRETE MIN. WALL qz" SITE RAIL GRADE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE TREES SHALL BE PLANTED A MINIMUM OFO.4xHDISTANCEFROM BACKOFBLOCK. 1 i EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. I . Concrete Bumper Block F Concrete: 4,000 P.S.I., V'bi rased Reinforcing 2 k4 Rebm, 1.5' fr=bDUem" F 72" long 5" high, 4" wide top, 7&goot wide boltam " (Not drawn to scale) 144"1 11 12" I� 12" �I n TIM 67 3f4"holes IL 7"11 72" DUMPSTER AREA DETAILS 11" a 4 O 4 4' 4 Q Q 10' DUMPSTER GATE (SEE DETAIL THIS SHEET) STEEL BOLLARD - TYP. EXTERIOR (SEE DETAIL THIS SHEET) ) I Q WOODEN FENCE ENCLOSURE (ISLO"HEIGHT -MIN.) a a \X� a 101 I/ \ I STEEL BOLLARD - TYP. (INTERIOR) L, _a �� ° (SEE DETAIL THIS SHEET) • .5' 4' dl5' 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 GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 1x6x6 TREATED BOARDS BOLTED TO IRON FRAME (MIN. HEIGHT = 6') T STEEL BOLLARD - TYP. (EXTERIOR) (SEE DETAIL THIS SHEET) 2x2x%6 ANGLE IRON FRAME DUMPSTER GATE SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUTSHALL UTILIZE WATERPROOF 141 A BARRIERBENEATH PLANTINGS WITHIN 0.4XH DISTANCE FROM WALL _'41_11 - a_ LOW -PERMEABILITY SOIL Wak SITE WALL FILTER FABRIC A IYALL RAIL F,4=YVIN6N DETWL STRUCTUR;NOT TO SCALE BACKFILL L y 6rrlfl�l6rr� V 2'-OH --� 3 TO .4 OF H TYPICAL 6 518'OD SPUN STAINLESS STEEL CAP WITH V RADIUSED EDGE CONTINUOUS WELD GROUND SMOOTH TYPE 304 STAINLESS STEEL POLISHED TO SAT ❑ 6" SCHEDULE 40 (.280" WALL) STAINLESS STEEL PIPE ❑ 6" SCHEDULE 80 .432" WALL) STAINLESSSTE LPIPE 11 VOID X .250 THICK STAINLESS STEEL PLATE WITH 4EA 9/1TDIA HOLES 2'-0" TYPICAL DRAIN TILE BOLLARD D 11"DIA. LAG B17 OLT CONCRETE WP-2 13" 7" e / Q �f �1" 6" 1 2' \VDOT #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" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE I I (WARM O Tf�ERMINEO N FVELD� TACK COAT THE PROPOSED C0N9TRUCTIW JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYMe ------------- EXIBTNG aUBBASE PROPOSED SUBBASE -------------------------- COMPACTED SUBORIDE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE NTH PROPOSED ABPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/X INCH TRICK ASPHALT SURFACE CORM (BEE NOTE 5) z MI IMUMTERUYFEOHEfJBiR OR SEC AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING MPHA.T LAYERS Noyes 1. ASPHALT PAVEMENT WIOENING NULL HAVE A PAVEMENT DESIW IN ACCORDANCE NTH "RENT VDOT PROCEDURES AND BE APPROVED BY THE OMGXEER. P. SURFEAAMAEFALTG0NTMTEHLSSEDTTPENTDUONE LgYER3 OF IXSTPAVEMENT. SUBSURFACE DRAINAGE FOR EXISTING PROMMIDPAEENSALBE ADNHEAVMEI 3. PAVEEM NT LLAYERS. THEME COMB Sft 1 RE SPARED N) NOWTTHANF50DEMETMAPART. l LNIE TO DETERMINE ME TYPE NL iNCKNESB OF OBSTNG 4. THE ADJACENT TRAVEL LORE SHAH BE MILLED A MINIMUM DEPTH OF 19 INCHES MO REPLACED NTH M ASPHALT SURFME COURSE TO MATCH THE PROPOSED PAVEMENT WODNNG SURFACE CWRSE.UNLESS WAIVED BY 1E ENGINEER. 5. THE ENGN R MAY REQUIRE THE MWNG UM OF THE EXISTING PAVEMENT TO RE ADJUSTED T ANEW M ACCEPTABLE PAYMENT CROSS-SLOHE AND EFFEC¢TIME SURFACE DRANME. D E E D O E E B. EXISTING PAVEMENT MARI(NIM AND MARKERS WITHIN THE PROECT LIMITS SHALL BE FESTERED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FURL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(N BE THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SMALL. BE TUFTED USHO A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH ME REWIRNJENTS OF SECTOR 315.07(N OF THE SPECIFlCATONS. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINAL DEPARTMENT OP TRANSPORTATION 1. IE NOTES, MEN MAY BE PRECAST M( CAST N PLACE 2. CONCRETE TO BE GLASS AJ IF CAST IN IRKS. NOW PSI F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE BE CURN WILL BE PAD FOR AS RIMK CMS. 4. THE DEPTH OF CURB MY BE RECLAIM AS MUCH AS 3. 111 DEPTH) OR INCREASED AS MUCH As 3- (21" DEMO IN ORDER MAT THE BOTTOM OF CURB WILLCOOMBE NTH THE TOP CF A COURSE OF THE PAVEMENT SUBSTRUCTURE. NOHEMAUFTAENT DN TILE PRI EBE 9 TO B'ENME FOR A DECREARE OR AN NCREASE N DEPTH. 5, CG-2 IS TO M USED W ROADWAYS MEETING THE REQUIREMENTS FOR CG-B AS SHOW N IN TNFL. MOTIOON OF ON CIS URBIOM'VI51' WIAAADS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 SOX 2" SM SURFA 8" 21 BASE COMP, SUBGF ASPHALT PAVING - LIGHT DUTY PARKING SPACES i� r )HEAVY-DUTY PAVEMENT (TYP.) NO SCALE CG-12 NOTES COMPONENTS OF CURB FARES CONOF THE FOLLOWING XYORIULIL CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUIRE YARD GENERAL NOTES CUM WHEN REWIRED LCG.2 Mt CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES. EACH OF THE (HOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHILL BE FROM THE MTER CS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHILL MEET ttm THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS ANDSPEDA DESIGN SECTION FOR APPROVAL3. Y MIND 90ES OF CURB RAMP MAT BE POURED WNOLRHF.KLT WITH RAMP 4•FLOOR OR BY USING PERMISSIBLE CONSTRUCTION MIR WITH WOO ED BARS. 4. F RAMP FLOOR IS PRECAST HOLES NUSL BE PROVILED FMi DOWEL BA95 SO BTXAT ADJOWING MASI 90FS CAN BE CAST N PLACE AFTER PLACEMENT OFMIX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. RED RED BIBS ME TO BE NO,5 X b" PLACED TCENTER TO CENTER KWG TYPE A BOTH SEES OF THE RAMP FLOOR, MC -DEPTH OF RAP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 11'. 6. CUPS / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAM's /r nTY;11yCl�M�kwAZb A�'MI ME INCLUDED IN PATMENT FOR CURB / CURB AND GUTTER rry y, >M�A' , '1 f�' wD M" 5'MN 7. CUPS IGNORE ME TO BE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 12�1 0 -C BY TIME ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1y,1 MA% AN ACCESSIBLE ROUTE WITHIN THE MCHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK B EXISTING. PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRM CROSSWALKS AS SHOWN ON PLUS OR AS DIRECTED BY THE ENGINEER, MD SHOULD Not TYPE B BE LOCATED BEHIND VENCLE STOP LINES. EXISTING LIGHT PARES, FIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CON71MMS PARALLEL UNOBSTRUCTED. STABLE. FIRM ANDSLP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN U APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENNAL SECTIONS FRONDED THAT `� 1 THE CURB OPENING IS PLACED WITHIN DE LIMTS OF THE CROSSWALK ADD 12.1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS Y PERPENDICULAR TO THE CURB. WWOR wx M•Ti' 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REOUIREMENTS CF ANTICPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4'MN AT I , T' HIGHER iXAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. •MEN CURB RN,PB ARE USED IN CWJUNCDON WITx A SHARED USE PATH . AT MX( BANE AS TOP OF CURB THE YINIWM WIDTH 6HRL BE TIE WIDTH C( THE SHIAED USE PATH n. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS OIMANNA. TYPE C A {'• 4-LANDING AREA SHALL BE PROVIDED TO MANEUVER A MHEELCHMR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVUWAY. THIS 4'z a' PARALLEL &PERPENDICULAR LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED OWE iT a, ALL CASES TRANE CURB RANDS INTERSECT A RMVL SECTION OF WRB Ni ENTRANCES OR STREET CONNECTIONS THE DETECTABLE BE .B"-2.4- C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR Bf FIELD D O O O O Hum EO AS FLOW ENDED BY THE MANUFACTURER TO MATCH THE BACK OF COMB. - b o O O O 0 0 0 O 0 0 O O O O O O 0 0 0 O O O O 7 LAwlnc RAMP u Q 0000 DQ D O D 000 D D to + - 0O 0000000000000 GH iIN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o .� c 000 o D 0000 D 0 o 00 al - 000 Do 0000000000 -DETECTABLE WARNING AT BARK OF A. YMSULE FULL WIDTX OF RAMP FLOOR SEE NOTE 12. PAT LIMITS HT -DUTY P 2" SM-9.5' SURFACE C 3" BM-25 BASE COUF H--I Lic. No. 035791,a 11/9/20 z - z w a f Ln k o F Z Z w U m U f (h ¢ 0 15T1 U Ln �_ H (n z LU lL > O z O o g H W � >En Ov P. w Ln � Ln ¢ z a w (r � o w Us! > IEdi � CD CD CD W N N N � ON ON -M 5" 21-A SUB -BASE COURSE0 r SUBGRADE M Q Z ASPHALT PAVING - HEAVY DUTY 0') 112L DRIVE AISLES M W NO SCALE A -*-I I WOTH OF ENTRANCE y EXPANSION JOINT EXNTINC OR PROPOSED I -w Y SIDEWALK OR MEWALK SPACE C w CURB INCLUDED IN W EXPANSION .PINT ENTRANCE GUTTER y w m C BE R 4 WF B W TP FLOW LINE O xw ENTRANCE WOTH EXPANSIW JOINT BESRMLE NNIMUM I6' ABSOLUTE MINIMUM 12' EDGE OE PAVEMENT ,I T N LIMITS OF PEDESTRIAN® _W' ® LIMITS OF REDESTRM AG ESE ROUTE - ACGE55 ROUTE UNPAVED SPACE NON -TRAVERSABLE WPAVEO SpAtE //�{�1 1 OF WIDIIIJTH l ® _-_-_ Q zM� LIMITS P RI LAIRS OF PEGESi LE55 ROUTE NCH-TRAVENSMLE + E55 ROUTE > F1 PEDESTRIAN ACCESS ROUTE DETAILS WITH & Ill WITHOUT UPAVED SPACE 1 J11 ' AODTDRAL U-T-OF-WAY IS REOI�REO F THE LIMITS OP PEDESTRAN ACCESS RWTE NN EXTEND BEYOND EXISTING T-3. .J OR PROPOSED VOOT RIGHII W > a. �1 ® PEDESTRIAN ACCESS ROUTES PROVIDE A CDNTANT E.OMNI v) JT-I TI J SABLE, FIRM AND SLIP RESISTANT PATX LWNfLTING ALL ACCESSIBLE ELEMENTS OF A UATM CONNECTING LIJ HALF PLAN S+ FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. "•"•-, ." -v" • IF PEDESTRIAN ACCESS ROUTES IN ME BEING="69 PROVIDEOA MINIMUM 4-TRAVERSABLE WIDTH IS REOURED NTH A MAX. 2Y. CROSS SLOPE. SECTION-B-B r O O 1 WHEN USED IN CONJUNCTION NTH STANDARD STAG OR LG-T, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED AT MATCH THE MOUNTABLE CURB CONFIGURATION. p-p' '^ J I LU C)UNPAVED SIDEWALK SPACE RANDO C NORMAL CUTMR ® ® _-- e. ® xz � TT � W I:. a. e. Po.bd4 9 e W D r0 Dx cxANCE x +'n:e: :e a 48 4ga4oe: o4 pe".bg4os�4 V 6" AGGREGATE BASE QMS N (H.E. S.I LONL. SECTION C-C M� M1 w TYPE IS12E zB 5'-0" A POINT OF MADE CHANGE SLOPE FOR CUflB UD CUTTER WLY ill % z 12 X MAXIMUM SLOP MUM INCREASE E AT MINIMUM M' NTERVALS , A n , ti e O FOR SDEWAK CURB UTTER AND G BULT CONNRRENTLy i3 %MAXMUM DECREASE IN SLOPE FOR FIRST INTERVAL MD A 1010'INTERVALS 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM I 1 W 7 Z DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING SECTION A -A ""'"' "- INSTALLED ON A RADIUS DETAIL DETAIL SECTION D-D MFlGATON FERENCE xVDOT ROAD AND BRIDGE eTMONNS CG-12 DETECTABLE WARNING SURFACE 6PECINCATION REFERENCE XVDOT ROAD MO BRIDGE STMO/fm5 STANDARD ENTRANCE GUTTER BPECFICATgN REFERENCE Ul W Q yM SHEET I OF 5 REVIEW DATE (GENERAL NOTES) D5 SHEET 1 OF 1 REVSION GATE 502 315 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION SD2 D7/15 VIRGINIA DEPARTMENT OF TRANSPORTATION A PERMISSIBLE CONST. s lMN. JOINT Tj L 1 A.EL TRUNCATED DOMES SEE SHEET TOP 4 FOR DETAILS TANGENT PLAN STD. CG-2 VFW 5'-O' BACK GF GO 12 :1 2D -1 2' MN. - SECTION A -A NOTE' FOR GENRK NOTES ON THE DETECTABLE WARNING EURFKF, SEE SHEET IOF 4. TYPE C PARALLEL BN PERPENDICULAR APPLICATION ROADWAY GRID° IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 B 5 5 10 8 4 7 3 S B 5 S za .03 1 --- 7 CG-1 LL.I L L�YyL/I A-1 „STREET APPROACH SORE SMRFMM GENERAL NOTES LL �/ (RMIUS TO BE AS AS MARLINE ROADWAY (SEE NOTE M SHOWN ON PLANS) S C C 1. WHEN W-1115 USW FOR STREET CONNECTORS THE - - - - - I CORRECTION MUST M DESIGNED IN ACCORDANCE WITH I LU (RADIUS TO BE AS AASHTO PDLICY MU THE APPLICABLE REDUREMFMS OF THE VDOT ROAD DESIGN MNAUL. INCLUDING SENT ® U) / RADAL SHOWN ON PLANS) INSTANCE REQUIREMENTS. 4 COMING CUR-TION CURB ANO GUTTER CG-5 (/I NOTE 7) I- I I 1 W RE _ _ _ / 'P - 1 a- I 2. WHEN TIME ENTRANCE RABB CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRIC( TRAFFIC. THE DEPTH FOR SIDEWALK M GARB RKPS F- 0 SIDEWALK I I WITHIN THE LIMITS OF THE RMISHOULD BE OJ (SEE NOTE 2) B. OM NI e" I INCREASED TO T.. I I 1 LLI tt tI _ _ _ FLOW LINE ---- 3. WHEN USED N CONJUNCTION NTH STANDARD CG-3 OR CG-7, THE CUM FACE ON THIS STANDARD R TO of EIPM90N ' a IXPINSIW BE ADJUSTED TO MATCH TIE MOUNTABLE WRB BE A(hJ STED T II II CROSSWALK .OM e JOINT TYPICAL PLACEMENT NOTE: W1Dn1 '�^ r-o^ aR M swwN oN rYPDAL sECTOK MNNNE ROADWAY 4. SEE STANDARD CG-12 FOR CURB RAP DESIGN TO RE usf0 WITH THIS STANDARD. /r < AT INTERSECTION AJ S MM WITH BUFFER STRIP PORTOPTONRLOF GUTTEROWILIME PAY RECLUDE PO (DING BE WATER. / Il PLAN VIEW LJ J ENTRANCE NOTES -� (D THE SELECTION OF CIANB TYPE AND THE CONFIGURATION OF THL UTILITY STRIP MY VARY TO MEET EXISTING FIELD CONDITIONS MANLIHE ROADWAY SLOPE ID PARMOLIC CURVE G. PLANS ME TO XACAM WHEN CONSTRUCTION OF A ROW LINE IS REOUIRFD TO PROVIDE POSITIVE MANAGE ACROSS THE ENTRANCE. ^ ` D MET ROADWAY GEOETISCS PROVIDING THE BARBERS ND SLOPES ME EU(E OF SHOULDER OR B'L �•' D ON AS NOTED. OPTIONAL ROW LURE _ SLOPE CHARGE R --- T. Y 7. MMNUNE PAVEMENT SHALL BE CONSTRUCTED TO TIME R/W LIM (EXCEPT MY SUBGRADE STABILISATION - -- M/WLIHE ROADWAY `--- - - - - ---- REWIRED FOR MANME PAVEMENT WHICH CAN BE aX MX D OMITTED N ME ENTRMCEI SLOPE CHARGE ® �- 8. PAD L CURB OR WMBIMTIW CURB AND GUTTER D SMALL NOT BE CONSTRUCTED BEYOND THE WW ME w EXCEPT FOR REPLACEMENT PURPOSES. F S'YIN COMl1ERCIKYEMRARRANCE B. THE DESRABIE AND MAXIMUM ENIRANIE GRADE CHANGES D' ME LISTED IN 174E ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ME NOT APPLCAR E TO STREET SS tJIN 1(W. Is CONSTRUCT GRADE CHANCES WITH q PMIBOLIC CURVE. CORRECTIONS. z'NJ AT :. 2' HIGH ER THAN SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES EDGE OP PA VEMENT AT)KX.SAE AS TOP OF WRB THIS COMBINED (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LARDING AT BOTTOM OF TWO SLOPING SIDES NTH 60" % W" MIN, DNENSONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SDI NTH A WMPED SURFACE. NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP 5 LIMITED TO 15 FEET. REGARDLESS GT THE SLOPE. STANDARD 6" CURB ROD ANO BRV I OTMDRos CG-12 DETECTABLE WARNING SURFACE REVISION DATE EHEET 1 OF 1 FEY.,/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PORTATION 203 0] VIRGINIA DEPARTMENT OF TRANSPORTATION S°EDIFUATU, SPEOIFlG Lm_xs EFERE W2 W3 ENTRANCE VOLUME GRADE CHANGE "D' OE9RIBLE MAXIMUM HIGH MORE iWN TWO VPD O% 3x YEOIIN 8D0-160D VPo 53x ex LOW LESS THIN WO VPD 95% a GUAR N .j, Y '!•1' '�' NOTE, M.LDWIBLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TA STREET CONNECTIONS CWCRETE A SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION MI O M! w (L JOB NO. 202179 SCALE AS SHOWN SHEET NO. 6 LSIdrivers %Am integral sensor which reduces drive aboard, when ambient offam"ea exceed rated WmpareWre, Drovidinp rypieal operetion for 100,000 hours (contactfactoryfor TM-211te estimate for specific coniiAu.tion) :.ER.Y SAVING CONTROL OPTION -DIM -0-1gvoN dimming enabled wM Controls by others.. LEDS - Select high -brightness LEDs in 5000K, or4000K xlatumpemtum, 70 CRI. DISTRIBUTION/PERFORMANCE - Types 3, FL Ff-L, FIF R, 5, and enhanced 5E Brd FfE. Ff-L and Fr-R allow for Of 80 mounting Configuration with factory set opdm for appliraBorLs such as automotive front row. Exceptional uniformity creams bright envimnmem at lower NOlevels. Internal Lower (II option available for improved backlight control without sacrificing street side performance for Fr distribution. Consult factory for internal louverfor FT-L and FT-R applicamon6 HOUSING - One-piece, diafemmd aluminum housing contains factory preMmd driver, Winng DOE LIGHTING FACTS axes door (with safety larryard) located underneath. Department or Energy has verified representative product real OPTICAL UNIT - Clear tempered Nat glass lens pemaner(dy sealed to weather -light aluminum caim and Feelb in accordance with its Lighfing Facts Program. optic frame creates an IP65 rated optical un pracludes prdesurestabiliang breather). Vist wwW.li Min .comers specific sable Mri A Abnis P A raps. MOUNTING -Taperetl poor design Mflxluresma lows mounted in 90°and 120° LIGHT OUTPUT -XLCM 1.. 3eF1 Wmee lXIranll T ea T e3 T eFIF WMM Nominal y 6 XO M IMO 22800 27M I Mason 229W 1 31IN is500 1 212MI issue 211M 199 278 i XO M 1=0 1 20000 Nunn 1 27800 1 2MM 1 team 1 150M I MIMI 1 lease IN 2n Configurations without the need for oftmim a .Use with 3" Induced drilling padem.A round pole plate is required for mounting to mund poles. Wall mount available by ordering wall mounting bracket (BKS-XBO-WhYCUO. Propdelary pole quick mount axessonea available with hoftntal mourning or fixed IS - a all mounting (POMH.KIT-CLR and POM15-KITCLR) for mourding to square poles. Top mounted reintorcemem bracket for high wind orvtbretion (up to 36) applications avaiMM as Installed option or field -mount accessory. LED CANmmeImum*NetlYWmoreWm morHaven ELECTRICAL -Two -stage surge protecgon(including separate surge protection bulk into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with unNers d voltage power supply 120-277 VAC (50180Hz input), and 347-480 VAC. Optional butted - type photocells (PCI) are available in 120, 208, 240, 277 or 347 got (supply voxa9e must be specified). DRIVER -Available in SS (Super Saver) and HO (High Output) drive mmnts. Components are fully encased in potting material for moisture re*Wm. Driver compllee with FCC standards. Driver and key electronic Components can easily be aocaM . OPERATING TEMPERATURE --40•C to+50°C (40°F to+122°0 FINISH - FxWres are finished with ISIB DumODpm polyester powder coat finishing process. The DumGnp finish withstands extreme weather changes without cracking or peeling. Available in black bronze and white. Other standard LSI finishes available. ConsubfaMry. WARRANTY- LSI LED fixtures may a limited 5ryearwamenty. PHOTOMEMICS- Please visit our web site at �.NLMNYF l' F 9OFS tiMF stdn 4,W-induMnffi.,,wmm for detailed photometric data. SHIPPING WEIGHT (in cartol - One fixture: 25.25 RON. (11.51g). Packed two per terror: 43.51bs. (19.7 kit), LISTING - UL listed to U.S. and IntematlolW artery standards. Suitable for wet Ixations. For a list of the specific products in this %rise that surds DLC listed, please consult the LED Ughting section at our webste or the Design Lights xwbste at w ..designlighls.org. This product, or selected mniens of this product, meet the standards listed below. Pleace consult ladory for your specific requirements. ARRA s Ul m R HS (E ®FCE IP65 nmRmmwa m,mn IMurss mmplywM PAM 01. H appe Pnedmn Na'IDntl SP'up, lei �.ulear' L[M':I r,no nit .,,I muse ,uoo, 111 w,,ramenn. P1Nx1 XxN I Hawn Tne oanaN7 m m7 gblOBeI ml xousmlES INC. STEEL SQUARE POLES DIMENSIONS POLE SHAFT - Pole shaft is electro-welded ASTM-A51ID Grade C steel tubing wife a minimum yield sOB3 saes- strength of 50,000 psi. On Tenon Mourn steal poles, tenon is 2-38' O.D. highstrength pipe. SON - N= 2 Ml(50mm) OLD. x4a1r(121man) Tenon 8Peon vmem Tenon b4-314"in length. Straight point mm 4", 5", and 6"square. HAND -HOLE - Standard Install location is 12' above page base. Pole 22' and above have a 3" x 6" reimorced hand -hole, Shorter ports have a 2° x4• mrl+einforcetl hand -hole . BASE - Pole once is ASTM-A.6 Mt -rolled steel phis with a minimum yield strength of 36,000 psi. Two- eves square base Cover iso nal. p 9 pM ANCHOR BOLTS - Polet are furnished with anchor boles featuring zinepimed double nuts and Sol- go L'h N"M"unting Hal PB3 GalVani2ad anchor bobs area ' nal. Anchor bogs conform to AS Pit F 155407a p.3m nsml Grade 55 with a minimum yield strength of 55,000 psi. GROUND LUG - Ground lug is standard. Hendaole DUPLEX RECEPTACLE - Weatherproof duplex receptacle is opt". GROUND FAULT CIRCUIT INTERRUPTER -Self-fes8 round fault circut intenu ris 'cal. rg 9 Pm GPtr sr- FINISHES - Each pole is finished with DuraGrip"i LSI's baked -on polyester -powder Y Can bFMm �3r.Mmn1 Pole$reNmnm finishing practice which electrostatically applies and fuses a polyester powder to the 5ee`p`Cmx """A"N pole. Provides an extremely smooth and uniform finish to withstand exberner weather J ® changes without cra king or peeling, and features aiKe year limited wananry. Optional DurpGrund Plus itaturee the added protection of a SO to 5.0milthickness ofpolynsta- powder finish plus an inner seating, as well as a seven-year limited wamnty. Prolemon �o DETERMINING THE LUMIXAIREIPOLE COMBINATION FOR YOUR APPLICATION: M1m Bonn Select hurricane from luminaire ordering infomlabon FoundMlan Select bracket con igurafien if required R amen Determine EPA value from luminairwbr4 W EPA Chad • Select pole height GRILLING LOCATIONS Side'C' . Select MPH to InaWh wind speed in NIB application area (Sao windspee maps). • Confirm pod/ EPA equal M a exceeding Aloe from note above • Consult factory for special wind load mqulmwnts and banner brackets SIr'D'- -_i-_ -xr•e' I SW'A• (Hea' .m. s de) $ire A H e a I mind. at mass x D9o° x real x % mtaf• x Exxx ar x x X Stale 90 % MDbMM % Otlwrlwalmatlons MIlbel2Mbmel08mddOMd Mr A. XeA1: sbndam SFantl Df polepreppm'=Mv b tact title natant rime pole amm tea tme, unless dmMmsmcam. SHIPPING WEIGHTS - Sbel Square Poles 411�M 11 Ge.b�i�l.mhm11 Ge.u�i�7.Mb . 411a an FGa��laW tam. �ZIm��.11 Ga��Im�am WA. �121m1�.01Ga�NM izwh . f(ISan )m. proud. apPmiN atMy too", MViw6em Y4 aS'i's call 15h wlYn %1' 9lbnm I SW fI ARRA Wlding Complbm Noted Name Catalog t_ Catalog Y: Prepared By: Slim Wall Pack (WPSLS) Small LED Slim Wall Pack PAis IYI! N'WCIIL, LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM LUMINAIRE ORDERING INFORMATION ttPlp ORDERf PU: XLCM 5 LED SS CIN UE BLK PCI120 Prelb Moibmi.. LIpM Orire Color Inpol V01m90 Home options w..� m,nam ram".mere %LCM U.Dall 5-gmpv LED SE-Sncersavm IA uau Cry Ucinte Nw-somewhre NF-untrcrsal Va (120.277V1 BRZ-Brame DIM-Olf/Dimming (hvm eMemal slAndo Bhutan type Forces T fdxmamrm (400(K) MIN 20V all Ra-wmvtl gecmbmaolx xl2m2N 2082M WAsxl `wm MmllnuVlues R-X-Furnaa gMcwmmwmM It Inbamr waluble Mead (xpmelaq (M7HM wah Rdionbmlanorly) R-TMevwnmM w- iahreu""aemrmremenr0rednl Fre-Fwwn.mwlnea - ACCESSORY ORDERING INFORMATIDX (Ar46eeMee mlieltl inebllep dirt N Ds D."Mion Omer Yumbrt gamnPAun prxr YYI1Nr ti min• 1.0 MAI My '-CUR dedl Maum Brunt 013MLR Feld Sir artsinA(120V) RI14P OM• 0.B XTMIFT Rod RM ElAemd Home Rb Shinto Bb on rarmmmel 1 W159BLA^ f1077 Slnob Fusino l9M �77 Doudle own oRDM 24P refilor gpp. 11 4pMFFUFTn--nos IBM EalmmXpmgaa Shield Double oM4eA Douhle wsmIas el sf ebWa ¢ioemm W161BLW FIC9ISInok FuSinm&TN ROOF TN R• XWP Round Pole Plainfaror 4re273CLR Hmlm=1 PfMlaq CLR SOu.Nh 5v MI' 19 4 Paingm )90PReInd Pole Plan V 4' 3159BICLR UOLwxa m HeSRearbiwkk MmmrlCmwgndl5'wpY M xGmP Round Pop Plan VS'Poln Edge 3799fi8CLR MS%ILMmr-CLfl fleidolpment Bracnt XWM xgacw muwm YpY: Xmw SHa SM1IeMatltlebfmun EPA wmunwcmy. s: 1-Had. Xem WdbmereE Comun Mcrory. 2- 2-fudnp must m IaWed In the and main an h tided pale. DIMENSIONS (e71m.) O fi° ) am�(2Nmm) Intl 4-]w' 1s° - I1nL 1-15/18' (Aran) HOUSE SIDE SHIELD (rear mount) 7-lR' 1� (lmmm) (1Mmm) �te-1g (NPYmM)m7 LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS (TOP VIEW) ArN to De Lil Nola: Optics am not field-rotalable. Far D180 Forward Throw Installations specify left (FT-y and/or right Use TYPO Use a (FT-R) side mounting. Orientation is based on spending FT-L pole at the pole and looking out M the area to be It. (lent (right) Project Name Catalog Y_ STEEL SQUARE POLES POLE ORDERING INFORMATION 1ypir ORDER EXAMPLE: 5SQB5 S07G 24 S PLP SF DGP OW17 I LSI INoIISfMM INC. Pule Santa MMBrtaI NaNhF M..Mlnl CaMlOum i. his Rnln OMlane Boll -on Arm MouniSee Ole seleclien vide p 9 SIIG-11Ga. Steel 11' S-Sin errhorllel 9 BXZ-Brame GA-Gahanbed AACAOl Boes 18' - Sf-sin kFloeoa g - 4Spea 3"Reoucetl tlrillln anern Yp DIBO- POP -PMlnum Plus DF-Ooublenmas 20' Dqulea DGP-OumGngh Plus I5OB5 5"TMNional perm Tim-TDouble T90°-Triple SW-SObe SVG-Satln Verne Gmen uB-Lees Ancnor Bolls 3inp 5SQB5.5' TMBionel tlnllina proem 24' TN120--Triple MET - Graphite osm-Niepmmmlio,ior BSUM 5'TMNionald4ilingpMMm 28' 01quad MU - MMMIIC Silver PMOS Omupanq Sensed 28' ONNM Quad se' 35' Tenon Mourn See pole MWim guide P A N-Tenon Mourn Sbnlam BE and OF pole pnperMlons en lomled rot lane, and fiduMmckel marches. MY (Standard Mnan rim ls23m'0.0.) SN d the ABlght d the pal6lmmlAe me, unlee 43QX MM1mpiae sprtiibd. 5SQN fi3QX No Mouminp Xuln-use wnhBHA 4ISF a BM all •BHA%415F&MIAMISF 7F� fi rmal Bip-nuerl 4aDl ssQl ACCESSORY ORDERING INFORMATION Amessode am Mind instance) wan Number order Norman 4BC-4'9 ume Bam fever 12P559QIi wbmon Dam r-CSmPr innMo 112539 12 lM ybeconlonsper 5'SgmPole@dunn orM 172538 fix-65 vane Base Cover 1Y25MDA eCOlon Darner 6Suare Pale Main rem o 99361 FBI .I n:1.1r1 oexFecm acn lzxeerlA Rnosl2o-12avacu an smear slMsoews GFI- Ground FarlEir Interrupter 1'tlR1gA FM0520,240- 20e24W0dcur"nryea"Or W239CLRe MHP-M,ummg Hole Hugsl9 plugs}tormWM1PIMapWMoxm 13SUB PMOS277- 21NOeeupanry0enwr 51101 me, Mounting hall WnmeTMW w'd4WMY WIN PM034B8-4FAsm cupancy3 534240CLe 3" randdIl patch mm bus: 1 San Area LigmgBoure 'ROOM Dtll Prmma "UohkgN-Baft"VTMMYIOHII 4Oppr MOSsepadely. Call'toidnte height mdede of Ole lmw Pm ... Mlor lnteM 6lpMbrbrcgeb. i polepreparation EX'.pace, indicates p oM ate be IN. Milan pipe 2-Pl d@%willA Nl2Womm. rase onstl¢ A. Opkmaltln... languaetl school a sea node uomirw emeaeM sMrnrorndMdfeamadnu. 5- cox option regwredmotor use with Maw nallae fuwree BOLT CIRCLE 4•I1gNnm)wuen PUnmmlWnn YOnmmlWre fpxmm)puarc 104rf (257mm)M. 1H1rT(ffifim)p• 1H1aT(ffifim)q. Irl3 m)s,. 11'(E)Innlwr a. 11'lDAn pLblwda rr 11'(Trmlok. bpwr 1fpXnalM. MlOdr e C o am Stand BmaI f-11'12Kmm2mmm) V-11-VO9 279mm1 f-11'(229served mm 219mm1 1Y(3DSmm) ffiffialli Sa am'xsg Wxw Vil 1'xw (IAmmxntmm) (lmmxm.) ('o5mmx014mn) (25mmaAtenm) 3-lef SIN' 4' f P IaPon` (0anm) (eamm) (Header (1Mmm) �Pok a5a' Oaf 4.5m• 5af VMIre f (92mm) (t21mm) 111Cmm) (14mm) Obi °twmn 1P11f gIraH'mk 10.111 xY1'Vk. 10.1m's0.x l'mk 17snx1-1m'mk (251mmx1Amm) (Y5Cmm xl mm) (257mmx25mm) Occidental Nate: WE 9YM Y05AmanS ram Mae naM1YIka. Dolmen for come aaan nA5. Cannot table, another EY6 prblmmw ihmnlype r Ol7 CM17 Rolm 1 WIIOU IMINC. CMMo, Pmi MPI Cmak lMmMal Lot ll Odle: nrerm ORDERING GUIDE QUICK LINKS unman Range t000-4,000 Wattage Range 12-ell) Emmcy Range(LPw) 9e-122 Weight access) 38 0.7) Ordering Guide Perbrmance Dimensions Photomether FEATURES S SPECIFICATIONS Connection ElectrTmi Controls • Rigid Predsion Die cost -aluminum Iwusi" for • High-performance driver features war -cottage, • Optional 120V electrons, button Photocontol. durability and consistency under cottage.short-Circuit and wear temp¢.- ,gPertures nor field or tar,toryinsnlledphoto- Awnu • Vertical fns serve as s heat s nkand res s[ ture section. coural amumula[on of dust and debns, •0-10 it dimming 00% - 100%) Mend M. Installation • The Patent Pending thermal stacking heat al • Standard Universal Volbge 020-M Vat) Input Surface mounts dire to J box or wall moral technology astral heat from whin the W/60 He Ipus nit nlov ng't away from LEDs and integral • L70 Calculated Lib: » o01c Houm • Features a bubble level and removable h raged mmpormnta face home for nave of Insfallat on FbOMTgo Creole CM17 LSI INOLMTRI%INC. Small LED Slim Wall Pack (WPSLS) Back m Ou'ck L'nks TnYALonoea ExMURS: YAW LED 1L UNIT DIM 30 M20 III PoMIY Rer Mmm PadYpe Color Temp Controls fable WPSLS-&trail SlimWlil IL-1m0Wmms 2L-=Wmms 3M-3000K 40-MK FO-5000K nIN-12w Ph"tOontrol - as W wpm - BV-Black 4L-4000Wmms PERFORMANCE PRODUCT DIMENSIONS Baesm oe�s Ladve 3000K 4000K SOOOK LYmem ml Wnm BAseY oMmred WmMZ mimw Abend lumam OAWm WetreYe 1L 1206 97.79 1206 97.79 1366 111.11 12 2L 2125 107.2 2125 10-2 2418 121.97 20 4L 3712 100.18 3712 100.18 4394 116.21 40 LED HID W p AMYe1 Cml Ylem`ft. Tole) `Ilea Mmel Cant uw.p 12 $5 50 72 $52 $47 70 90 $59 $54 20 $9 50 72 $52 $43 70 90 $59 $50 100 129 $77 $68 40 $18 100 129 $n $59 150 185 $100 $82 175 210 $112 $94 • Lummalre hinges open from rim bottomWamanty • Total hampnm dmtortlon. c2036 prevent leakage. powerfecton» LSILEDFk me rrya5-warwarmnty. •Lummatrebproudly manufactured and tested • Input power stays mnst over life. • 1 year w rany ono ional Bun Photocell. x tto PROTOMETRICS exkm D"ck C-nka n the US. •Dnver Off Stele Power is watts. Listings •Fixtures are finished with LSI's DuraGrip• •Chip On Beard(COB) LEDs pah integrated Luminahe photometry, has been conducted by III accredited testing laboratory in accordance With IESNA LMA9-08. As specified by finishing r matroves polyeste powder P h in circuit board mounted direcuymthe bus g Listed W UL 15%ant UL 8750. is tested the source resul[in in a lumineire efficien of 100%. See htto://www.lsi ndustr es.com/orad- g cY IESNA LM ]9 08 Me entire lummox er Du.Trait finish withstands extreme weather W mazimize heat dissipation and promote long • CSA Listed acts/led pMing-solut ens asox for detailed photometric data. d o changes w l Peeling.Other INe. • ROHs Gmpllan[. ISO FOOTCANDLE PLOT POLAR CURVE Reaches arvngor sbntlard LSI finishes ova lade. GnsuN factory • Shipping weight 3.81bs in carton • ComponentsareFully comma- DesignLights Consortium• (DLC) gWIMW WPSLS-4L-40 [erial for moisture resistance. Drivermmplies region regional product. Not all versions of this product may be Wminaire Data Zonal Lumen Summary Optical System with FCC standards. Driver ant key elec mic • High-performance Gip On Bo (COB)LEDs mmporlents con easily be amessM. DLC qualified. Please check the DLC Oualified Products List at wwwAesGnligms WOPL to behind clear tempered glass for maximum light • Minimum 251,V surge rating confirm which versions are qualified. output. •OW.ting tempe.Wm;40°C to+50•C <-40°F •American Recovery and Reinvestment Act • 3000K 14000K I SOOOK colder temperatures. te+IM-F) Funding Compliant. • Mir immm CRI to T. Suitable For We[ Locations. • Zero upight' Specifications and dimensions subject to change without notice. �a "I lM d. 111G 10000 Alliance Rd Cncimmi, OH 45242•wss-le-iMusbieS.com (513) 372J2M- then 2O LSI mWemes lyd, Ali Rights Res¢wed.Specifications tablet[ to change without voice. I Wide Dlmbwlon Zone Tram.. %Luminai. D pfion eeaKeMn, ]O CRI Log,low) 1239.6 30.6% wllvered Lumens 4.053 Mmium(30,601 2246.2 55.4% WM6 are Hgh(B l 559.8 13.8% MI., 109 VeryHIgh All 0') 73 o2% IESTWT TWeiii-WmShod UpA9m(wlw) 0.0 00% BUG F40ng B1LOG1 Toml Flux 40527 100% 10' M.W.1 HBIghVlD' Bdd Samuel M18FC 05FC 02FC M1R Papa an Rw. m/L/m LBI in rb lm lO000 Aluence Rd. elnannml, OH 45243 • w isl-IMr stacom EPECImEA.04M (513) 372-3200 • C20X "I Industries Inc. All Rights Recast Spetncetlptt sub(¢Ct m C Me without needs. Pope a/a Rw, mancestor IDE<]In6Aa4M 20 NOTE: i. 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. 2. THE WALL PACK SHALL BE A WARM WHITE (3000K). 3. TILTING OF LIGHT FIXTURES IS NOT PERMITTED. ALL LIGHT FIXTURES THAT EMIT 3,000 OR MORE INITIAL LUMENS MUST BE FULL CUT OFF AND THEREFORE MAY NOT BE TILTED. Luminaire Legend & Schedule Symbol Qty Label Arrangement LLF Description (rL] 6 S311 SINGLE 1.000 LSI # XLCM-3-LED-HO-CW-BRZ 1 WP SINGLE 1.000 LSI # WPSLS-40W-3000K-BZ 1.0 footcandles 0.5 footcandles \ 3 N \N S3H I IN I 3 I I I 3 I \ I I / 3 m I T L m I � I �ZGig I I U) .11 I 1 I 30 N \� 3O I I I I I I I N I I, j I IN I I I IN I 3 \ 3 hill A N \ \ \ \ V S�`G ,4 3 \ 8 \ \ \ \ f. 4 as 7nIn \ \ \\ \ -� S \ v oL C \ �„� (� \ JVLJVLi: �. GRAP/CSCALE \ s 10 2040 GO \ ( IN FEET 1 inch 20 fit. \ \ 5o' R yl / PROPOSED 2,000 BUILDING R -...-...-c.2 e SCOTT/R. CiTLLIN: Lic- No. 035791 a 11/9/2014 full F- Z W f Q O U) Z Z CO U) LU 2: CO (n Q O F 0-6 U of Un LL Z ' > Z Z U 0 [Y o Us) Z a Jul f-e DU O 0 V LU V K (n K willw U-1 Z lL DU LU ED EDIN a W H T 0) •-e Civil 1< - ! Call J MIL N _ Call �4 V 0 m 0 1 / n � a N J o Li N Q N Q z > \ III U O W J 1 s dd > J l� a o , � o Lw r i-sess- Qzi 0 0 J 0 g NJ L L J CD ° 3 _ all J z 1� S -C, m a �0 o 1 /21''j \� and J LU � A v , 0 o o � Vl Ul 0 c O z z LU Z w H� w Z n/ nil vJ I I I W N_ Z J� W J o o LU � U o a J do of O � U N J m O m LU O FF W dear L u C1. (n a JOB NO. m 202179 0 m m O SCALE 1"=20' 00 m O SHEET N0. 1 a 7 Ira N N F I \ I / I T. .76M1-2o / 11 /LOTio Structure Area (Acres) Cw to (Min.) 10 0.91 0.80 6.0 8 0.88 0.80 7.2 6 0.00 0.90 5.0 4 0.36 0.90 5.0 2 0.00 0.90 5.0 TRENCH 0.08 0.60 5.0 f MCVL D.8 34z8o 6AT\ NG:P to M / - 45 S- I AP C-SCA1-E" 30 0 15 30 60 / / 120 711i T.M.76M1-21 / / ( IN FEET rWAREHOUSE, PARCELli a APS WAR HOUSE, LLC / / 1 inch =30 ft. D.B. 1999-352 D.B. n02-724 THRU 729 PLAT ZONING: PUD / / EXISTING CATCH BASIN / z- PROPOSED DRAINAGE DIVIDE T.MtCCE 22 m / / II ,\ EBARv TL�TTR�TY COMPANY, INCCRPORATED/ / / O / / �' D. B. n05-590 / 110 4THRU PLAT V'ZONING PUD / z� I �� �II 1 ✓ / y/ / \ 7 If 41 ♦ /.� � � i >II III i � �� �� ��� � / ♦/ / / / / / T EN PROPOSED DRAINAGE DIVIDE �� _ REVISED PARCEL i \ // \ _- ��/ . • 1205 STONEY RIDGLLC DBS4/4416 PLATZONING:PUD / � i T.M. 76Mi-iz \ --- ALL THINGS PAWSSII E, INC. / / / ♦x, \ - _-- \ su\ \ ♦\\�, ♦ / \ / / / / / D.6.4409�-2�7 0 / D.B. 3344-393 & 394 PLAT / ♦� -` \ - �, / / ZQNINfi: PUD - / _ ___ \- - ♦ / / / / \ s I T.M-766101 FS-12A / / ♦♦ / LOT LLC ♦ `"j\ \ D.B. 3618-642 ♦ \ 'r / D.B. 3535-621 & 6zz PLAT ' ZONING: U4 ♦ / \ / / / ♦ / \ VDOTDI-i / / // / PROPOSED GRADE T V= 89 / 4F / \ EXISTING GRADE INV OUT: 446.83 TO 2 STR:zr55 455 VDOT MH-3 FILL TP=454J5 INV IN: 446.28 TO io INV IN: 446.28TO4 INV OUT: 446.38 TO EX-3 450 450 11 EXISTING 3o"ACSA DIPWATERLINE // VERTICAL PROFILE SCALE \ DIPWATERLINE / 445 38" HDPE / % 445 / / / / 1 s o 2.5 s 1063.36 LF C 0.8720 442 442 / / / / / / ( IN FE ) /i / // 1 inch = 5 / / / / / ORIZONTAL PROFIL SCALD 50 25 50 100 200 0+00 0+50 1+00 I / / / / / / / ( IN FEET ) / STR Zo - STR z / / / I inch - PIPE DESIGN n = 0.013 Pipe Hydrology Pipe E jj�j b m E�_ it y U Vl c c d E w m c o m E 3 3 E H y Y d �` m = o > > t m o AsLL v E Fs c Q Q u rA W Q U a O Pipe run: STR 8 - IX1 8 6 0.88 0.80 0.704 0.704 7.20 6.01 4.23 4.23 448.48 447.76 96.5 0.013 0.0075 24 21.22 5.24 0.31 6 4 0.00 0.90 0.000 0.704 7.51 5.94 0.00 4.23 447.66 446.77 118.7 0.013 0.0075 24 21.22 5.24 0.38 4 2 0.36 0.90 0.324 1.028 7.88 5.84 1.89 6.00 446.67 446.28 18.4 0.013 0.0211 24 35.60 8.29 0.04 2 DO 0.00 0.90 0.000 1.756 7.92 5.83 0.00 10.24 446.18 445.66 69.8 0.013 0.0075 24 21.22 6.64 0.18 Pipe run: STR 10 - STR 2 10 1 2 1 0.91 1 0.80 0.728 1 0.728 1 6.00 1 6.35 4.62 1 4.62 1 446.83 1 446.28 63.4 1 0.013 1 0.0087 1 18 10.61 1 5.79 0.18 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 YEE FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FTJFT. INCHES C.F.S. F.P.S. SEC 8 0.88 0.80 0.70 0.70 7.20 6.01 4.2 6 448A8 447.76 96.47 0.0075 24 21.2 5.2 18.4 6 0.00 0.90 0.00 0.70 7.51 5.94 4.2 4 447.66 446.77 118.73 0.0075 24 21.2 5.2 22.6 4 0.36 0.90 0.32 1.03 7.88 5.84 6.0 2 446.67 446.28 18.44 0.0211 24 35.6 8.3 2.2 2 0.00 0.90 0.00 1.76 7.92 5.83 10.2 EX1 446.18 445.66 69.79 0.0075 24 21.2 6.6 10.5 10 0.91 0.80 0.73 0.73 6.00 6.35 4.6 2 446.83 446.28 63.36 0.0087 18 10.6 5.8 ]0.9 Design Year: 10 Proiect: Mill Creek Industrial Park Job 4: 202179 Pmparedby: SCOTT/R. C't?LLINSZ Lic. No. 035791,'n a 11/9/20 ,4i l- z W J a l- O F U Z Z z V) w m a V) Q H oS U U) M enc ~o ti Z O Z U O 0 3 0_ z a ,w w O ♦/) rr /n w cn Qw w 0- z o KKW, PE LU ELEV Ix � INLET STATION OUTLET WATER SURFACEELEV Lo Do Q. ZW St Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM V H° Qw VIN Q;*V; V; /2g H; ANGLE He Flr 1.31-L .5FL 447.75 63.36 18 6.05 0.003 0.18 3.4 0.0 10 0.00 45 0 0.05 NA N/A 0.22 447.97 453.89 447.26 69.79 24 13.39 0.003 0.21 4.3 VA 2 6.1 6.2 37.52 0.6 0.21 8 0 0.28 N/A N/A 0.49 447.75 454.75 447.88 18.44 24 7.85 0.001 0.02 2.5 0.0 4 5.5 L8 9.742 0.0 0.02 68 0.02648 0.07 NA N/A 0.09 447.97 452.75 448.37 118.73 24 5.53 0.001 0.06 1.8 0.0 6 5.5 1.8 9.742 0.0 0.02 61 0.02648 0.06 N/A N/A 0.12 448.49 455.95 449.36 96.47 24 5.53 0.001 0.05 1.8 0.0 8 0.00 49 0 0.01 NA N/A 0.06 449.42 452.75 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT 2) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 10 DI-1 2.33 10.00 0.91 0.80 4.00 2.91 2.5 WEIRFLOW 10 DI-1 2.33 10.00 0.91 0.80 6.50 4.73 3.5 WEIRFLOW 10 DI-1 - 50%clogged 1.17 5.00 0.91 0.80 4.00 2.91 4.0 ORIFICEFLOW 10 DI-1 - 50%clogged 1.17 5.00 0.91 0.80 6.50 4.73 6.8 ORIFICEFLOW 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 8 RISER WA 48" 452.75 7 24 96.47 0.75% 448.48 447.76 HDPE 6 MH-1 CG-6 - 455.95 5 24 118.73 0.75% 447.66 446.77 HDPE 4 RISER CG-6 48" 452.75 3 24 18.44 2.11% 446.67 446.28 HDPE 2 MHA CG-6 - 454.75 1 24 69.79 0.75% 446.18 445.66 HDPE 10 DIA CG-6 453.89 9 18 63.36 0.87% 446.83 446.28 HDPE 0 0 0 co rn ,0 rn CT ch J N I� M `W 1 N (N W N N Q z Q i O 1� U_ J LU J U I� T� _J ® W �""� U ~ o L9 O cn J J Lu PROFILE FOR STRUCTURE 470 47D 2 J AND PIPE INFORMATIONAL U Q PURPOSES ONLY SWM PROPOSED BASIN 'B'TOP OF DAM I 1 r HAS A LOW POINT LOCATED AT DESIGN SHOWN ON THIS 6 �° THEPROPODCURBCUT, Y 4 5 OF ,0 ELEV.=45y.67'(1' BELOW THE FFE). PROFILE TO BE APPROVED N (n WITH VSMP SET PM ELEV. 454.7 BASI '(WITH OF OO �H AM ELEOT CL. I ' (WITH A 15' w IDE VDOT CL. AI RIPRAP LINED F so _ 100-yr PEAK WSE=452.97 co Q (r�1 EMERGENCY SPI LWAY WITH �": O jr 10-yr PEAK WSE=452.86 V FILTER FABRIC U DERLAYMENT rn i0 a XISTING 0 0_ > > 2-yr PEAK WSE-452.79 7 Q STR:2 460 & A CREST ELE .-453.75') ^ sH GRADE �/ � > F- z 1-yr PEAK WSE=452.75 Z VDOT MH-3 v Z LU �� z TP=454 75 - L w > O> INV IN: 446.28T03o ,nil-_zz_ ; INV IN: 446.28 TO 4 CO w 0 I 'A' INV OUT: 446.18 TO EX-3 455 455 I-w�// PROPOSED 048" STANDPIPE WITH TRASHRACK SHALL------.,�Q ' / PROPOSE GRADEED M,q 7 Q -CONTRACTOR SHALL INSTALL THE ~ LL SERVE AS THE RISER STRUCTURE STR. 4 . RISER TO k EMBANKMENTS IN ACCORDANCE w/THE Nwr� ( ) �' DESIGNS SHOWN ON THIS SHEET, TYP. I -I- U ICLUDE (1) ONE 02.67" LOW -FLOW ORIFICE WITH AN v�� INVERT ELEV.=451.00'. ALL ORIFICES SHALL HAVE ; ' PROPOSED BASINS' FLOORS SHALL BE SLOPED TO TRASHRACKS. SEE THE DETAIL ON THIS SHEET, OR DRAIN TO THE RISERS (0.50% MIN.), TYPICAL. Q J CONTRACTOR SHALL INSTALL GENTLY SLOPED EQUIVALENT, FOR ADDITIONAL INFORMATION. 450 ----- CHANNELS AT THE BASINS' LOW POINTS TO V STR:EX-1 EXISTING INLET ENSURE POSITIVE DRAINAGE THROUGHOUT, TYP. O TP=4y8.85 PROPOSED 048"I STANDPIPE WITH TRASHRACK - -- N INV IN: 445-66 TO 2 11 24 HDPE SHALL SERVE AS THE RISER STRUCTURE (STR. 8). EX INV IN: 445-59 0 EX IN OUT: 445.56 24" HDPE LF @ 0.75A RISER TO INCLUDE (1) ONE 02.67" LOW -FLOW 24" HDPE 69.79 LF Qa o.75% 445 338.73 LF 0.75% 96.47 ORIFICE WITH AN INVERT ELEV.=451.00'. RISER J TOP=452.75' WITH A 024" INVERT OUT=448.48'.U24" HDPE TO PREVENT FLO ATION THE RISE BASE SHALL BE IRMLY ALL ORIFICES SHALL HAVE TRASHRACKS. SEE b F EMBEDDED 6" IN O AN 18" THICK REINFORCED CO CRETE THE DETAIL ON THIS SHEET, OR EQUIVALENT, 442 38.44 LF Qa 2.31% FOUNDATION THAT IS B'xB', AND URIED BELOW G OUND. FOR ADDITIONAL INFORMATION. O w CONTRACTOR SHALL CONNECT PROPOSED STR. 1 INTO EXISTING INLET a o N r,, rn N o a, o JOB NO. L s W) 202179 SCALE 0+50 3+00 1+50 2+00 2+50 3+00 AS SHOWN PROFILE SCALES SHEET NO. 1"=5'(H STR 8 - EX 1 8