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HomeMy WebLinkAboutSDP202000049 Plan - Submittal (First) 2020-12-22MILL 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/TRANSPORTATION 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 OTHER VARIOUS PLAN SHEETS. 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 IN THE FINAL SITE PLAN. MAXIMUM RETAINING WALL HEIGHTS SHALL NOT EXCEED 10. LIGH77NG. THE PROPOSED LIGHTING PLAN IS SHOWN ON THE LIGHTING PLAN IN THE FINAL SITE 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 ROADWAYS. TRASH COLLECTION. AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED IN THE FINAL SITE PLANS. ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2. UTILI77ES• EXIS77NG WATER AND SEWER UTIL177ES ARE LOCATED ONSITE AND WITHIN THE ADJACENT RIGHT OF —WAY AND CONNECTIONS ARE PROPOSED. STORMWATER MANAGEMENT. TWO DRY DETENTION BASINS ARE PROPOSED TO MEET MINIMUM STORMWA TER QUANTITY REQUIREMENTS. A NUTRIENT CREDIT PURCHASE WILL BE COMPLETED PRIOR TO THE ISSUANCE OF A GRADING PERMIT TO MEET MINIMUM WATER QUALITY REQUIREMENTS. SEE THE STORMWATER MANAGEMENT PLAN AND CALCULATIONS FOR DETAILS. 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 1,745 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 26,233 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 O / oIT C� 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. CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO CONSTRUCTION. SHEET LAYOUT SCALE: 1" = 30' F Bb Ship Center aloe Ridge nv P Blue Bidg Juvenile b Cetrn40n,.. as SITE �9 0 s d alm�,y: vaw::iae +' SOUTHERN Fezbady Sd,aalV pa Of Sooth.nPk„y n,em vrwr PARKWAY a s ,r+iel z` c.oty: ui ' ael�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 l..i Lic. No. 035791,a 12/21/20 ,Qj zz W a 2: u, Ln �� zz z m w w E E En < 0 0 I= (n �o>> z z Z > 0 0 Oz o a a N w� �w�sWW w z a w � w � o w Ln O N W N a 5 N \ CA ti CM M CA N ® M i N 0 WCY) N N W> LU J J U) LU z T_ w ' LU Ul LU ZLU � U) J~ W J !< V C:) C] N LU H� Q H� LL. Ti TI 0 ce, J Q o 1 ZD M H� LU LU ce .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 0F 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY � CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. �} z. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 0 SCOTT R. LLINS'Z 3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. z) Lic. No. 035791 (� 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". A 12/21/20 / \ 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING o� Atv 85,000 LBS. S G I \ 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, � SIGNAL E� 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[ -EXISTING 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 ® z' 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 / f ` RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. F F ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC Z k w w M " " =��M� USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL p ca � � co PROPOSED BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. a O> ¢ O O h RIGHT-OF-WAY -" �/ / F „ c� c� � I r PROPOSED TRASH U) c� U)Z 3 / DUMPSTER ENCLOSURE / Ln- p z z SEE DETAIL, SHEET 6 SITE PLAN NOTES: w 1i 0 0 0 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY o1 > O O w �� MIN. HEIGHT=6' Z Z v v F I I I �� \� I I / / INFORMATION. O O g z ac 3 Z / 2. TRASH SHALL BE STORED &COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS 0 0 a w a SHEET. w 3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. w uU 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. ¢ w j j M I / CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. a w w z' CLEAR SPACE / Z o w w _ VDOT STD. y �//\ ,: 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM iT N o I I 0 CG-z (TYP.) `' �/ / THE PROPOSED CONSTRUCTION.ui 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 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' CURB CUTS WITH a6' MINIMUM OF 1'FROM THE EDGE OF PAVEMENT. / 0 I TRANSITIONS i / / OPOSED SEE DETAIL, SHEET 6 - S / 3 PBUMPER BLOCK CD R 3`R ASPHALT PAVING �� / � CD ^�' / Q 00 N SEE DETAIL, VDOT STD. % - C4 k \ SHEET 6 CG-z (TYP.) - - - - - _ / - So' R0� �6' PROPOSED SEGMENTED RETAINING WALL WITH SAFETY RAILING, / Q3r L ING SPACES SEE SHEET 6 (NOTES AND DETAILS) FOR DETAILS CA TOTAL: g SP S / C''3 �j VDOT STD. / M 40' / CG-6 (TYP.) � m ry z' CLEAR SPACE PROPOSED BUMPER BLOCK / p O� �� QO PROPOSED 5' / / M W <4 PROPOSED / SEE DETAIL, SHEET 6 3 O Q CONCRETE m TO NEARES O HANDICAP �8' ry 0 995' U) I) Q ro \� SIDEWALK \ ✓ / o \ INTERSECTION PARKING SIGN `� 3R (SOUTHERN PKWY .7 �mv PROPOSED S' (3)-z' CURB CUTS � � 3 / � � N � a �0 STOP SIGN C:) \ i CN O U PROPO�ED y � R � i� � � � Q Z N 0 / MILL/OVERLAYAREA / , 3 3 PROPOSED 2,000 SF > 1-4 ALONG STONEY RIDGE ROAD L SEE DETAIL / PROPOSED VDOT BUILDING, I / ; / o STD. CG-12 SEE COVER SHEET / Lu S SHEET 6 r° FOR USES OF / J \ BUILDING 3 S a 25 R o rP 40, / \ ® W a °©CO 0 Q 7 VOL aSpOC.. o Q Lu U U Q F-- U n � 0 0 � / 465 4E5 _ E �470 \ / 'PROPOSED SEGMENTED RETAINING WALL WITH \ SAFETY RAILING,? \ SEE SHEET 6 (NOTES & �— / DETAILS) FOR DETAILS GR HIC SCALE 460 HT. OF SIGHT ETA CE= go. 460 OBJ.=3.5' HT. OF \ EYE- .S' S/ GHT D/ 455 EXISTING GRADE (TYP. 1 TgNCE,Z\ 455 PROPOSED GRADE (TYP.) - - - - - \ 450 HI. OF 450 OBJ-3.5' 445 445 l(1 M O .t M M O Il al ci CC O U 1 z z_ W W ~ w Z Z ® (n W z JW w o U J < J > = o O N U x J N FF. F w i E a W E U JOB NO. 202179 0 0 / SCALE zo o io zo 40 \ 80 I / / / / / / / 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 1 rr-20' o IN / SSHEE SIGHT DISTANCE - ° T NO. a 1 inch = 2 ft / / / 3 0 0 w / \ 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 ✓' / D.B.18 28o AT / / OFFICIALS AT THE START OF THE WORK. �G1 / PAVED EXIS G WATER METER 4 ���pppppp z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT Z ,p5� 0 NG. P SCOTT R. LLINSZ I � I3 I \ � � � NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. O -, LOG4TI N OF WATE LI i� [EASEME D.B.�z- ) / � \ / � � THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINESAND L) Lic. No. 0357911'n STRUCTURES AS NECESSARY. ° 12/21/20 EXISTIN (FIRE / I / ' d'0 HYDRANT ALVE 10 EXISTING PROPERTY / 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL �� yti Df�AINAGE EASEMENT (BOUND RY / WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SIGNAL E� T(Dr.1848-278) 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. `CONCRETED H: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). INVOU J M J 462-49 / 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED 8 - - - / FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, R55a8 \ / / SERVICE LATERALS AND WATER LINES, ETC. I - - -451- - / (i - " 15' GAS LINE EASEMENT 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 'I / ) /I Fq (D.B. uzo ny) FT 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE EXISTING ACSA1o" / 9 � '---_DIP WATERLINE�\DURING A FUTURE EXTENSION OFTHE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.z 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION wPROPOSED SEGMENTED REGARDING BRASS FITTINGS EFFECTIVE JANUARY 201 SENATE BILL 8 WHICH AMENDS THE �RETAINING WALL WITH 4� 4 ( 3 74 4 V) V) SAFETY RAILINGSAFE DRINKING WATER ACT). uz z `j� (MAX. HT.= io') mI2 / VAR. WIDTH SWMFACILITY ;i A.. ..7MI-21 0 m u Z Z EXISTING DRAINAGE EASEM TI I I nj & ACCESS ESMT. C. - / � I \ ., X, - PARCEL ii NOTES r ai a o 0 _ (D.B. i3yz-zyi & D.B. iioz-7zz) `^ DB._ PG. � �'. � / a F �S c� c� \ 8. APS WAREHOUSE LLC (n � v, / d \ P LIMITS OF CLEARING AND GRADING ' / 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER &WATER AND SEWER LINES MUST cU 'n ��o 4s9pw �A D.B. 1999-352 v, o z z _ �b D.B.1102-7z4 THRU 729 PLAT/ BE PROVIDED. o > 0 0 SpROW 2 "' I I / ° \ p'' / 2. A MINIMUM OF 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. Z Z U U ZONING: PUD 0 0 3 0 / / 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. a Z a a 469TW EXISTING CATCH BASIN 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE w 0 0 0 454,17 E/P A 459BW TOP=475.o8 / DEDICATED FOR PUBLIC USE. VJ ac m 00 EXISTING ACSA 8" DIP WATERLINE 3 I _ 454 0,7 T/C \ INV OUT=473.o6 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & N a a w w GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED > LL o EXISTIN CATCH B SIN a4 u / \ \ ACCESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE in p / EX TOP=448.85 \ \ 4 17 © 5 \ I/ I ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. w a PROPOSED INV IN= N c I =445-66 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING EX I` URB CU A ��Ofi 466.0 E z INV OUT=445 56 / \ \ \ \ 458.56 / �Ic - - - - _ _ _ - _ UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM, AND WATER -- __ � GRADES CAN BE ACHIEVED. TIE-IN TO EXISTING STORM SEWER I 4 4."/ f/: // \ I \\ \ ' / 1' I CHANNELOUTONELINEDTRATZOIDAL S 4 RCP ( R 7. A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S J OFFICE. � \ I BOTTOM, O DEEP, z:1 SIDE SLOPES) T 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A BACKFLOW I PREVENTER WILL BE REQUIRED. / M / , T �CRA 2N 10N CGt YP. \ W Z ED, ROPOSED SURFACE WATER DIVERSION fRANSI�IOV CG�-6 10 � \ TWA PROPOSED FIRE HYDRANT SWALE, REPLACE GR 2 AS NECESSARY �, - PROPOSED STONE LINED TRAPEZOIDALLu N \ ASSEMBLY EEVEAND6"V VALVE ./ / �� c I 3 CHANNELOUTFALL(2'WIDEAT / / r4 SLEEVE AND 6" VALVE rn� 4�E.' 2 �F BOTTOM, 6" DEEP, 2:1 SIDE SLOPES) �` o �. N -6_62 T, / 6 / / 15'VIRGINIAELECTRIC AND Q N^ i / POWER COMPANY EASEMENT Q ry 110.90 O �' P ti 1 (D.B.1633 700) / �. PIPE 0.50% 4/55 67 E/ P @ GUTS CUTS= 1 a's 1.57, ))AM OVE'P-TOPPINC-2fiLFAZr PAVED w co 0= 510z / o' 4I I � / PawT�>` ow EEE) � I I � 3 L56.67/FFE 45 T/., I / PROPOSED 01" COPPER W/L a/ h� m" � PROPOSED WATER' / / ; / / r! \ ti Z LATERAL w/ CORP. STOP & 1" METER 4� SERVICE LATERAL 45 E/P / 455 / / Iu� / Q / / 0 4CS./1 -/f/ /' / / /' I a / - 456.04 T C, o C ! / s9 PROPOSED 2,0 SF / / \ M BUILDIN / I o \` N / EXISTING WATER / w 54.10' F 6 PVC- I456.00 E/P w7\ // FFE-�57.00 / h 3 I M w LATERAL TO BE / PI E @ osoi / 4 50 T/� PROPOSED 6" PVCSANITARY / S ABANDONED w O=451.84, 6 ` \ C.O. SEWER SERVICE LATERAL a �� EXIST( G METER 0=451.5 ) R5 56 30 = / WITH CLEANOUTS BOX SHALL BE w U) �ANDONET �� I � / � PROPOSED CONCRETE / I I o - // (V EXISTING SANITARY / S RETAINING WALL FOR / I I -I A . W DT S M ACI IT SEWER MANHOLE / w 6' WIDE ACSA LOADING DOCK / /i c s N J TOP=477.54 EXISTIN BLUE / / UTILITY ESMT (MAX. HT.=y') , I I I CC SS ES T. - o, 3 / / Q INV IN=469.84 / / PAINTED METAL ROD PG._ 9� 453BW a I I D P o / / 04 / pF' C.O. io oy ° � 457TW u, � Z ?� INV OUT=469.52 / /� TO BE REMOVED 15 �n / / / v G i - Z Z PROPOSED 1" 458T 9 / / / hti I I �R a 4568 52 83, q P`TRE�1CFf / / / 0 i w I I / O \ H� CL / / / > •m �% / / / / Lu �XISTINGS ORM o 4581W � // / I / \ �No �c T.M.76MI-22 MANHOLE / a° \ 453BW . , C:O N G J� / _ / - � \\ � _ , � / / � � \ PARCEL iz / � I --I / RAISEMHSTRTOGRADE 45 w \ // `N ��� \ THE BARTLETT REALTY COMPANY INCORPORATED / / / / (� T� J / 455.7 EXI TS IN B 4 BW �` / / // \ F D.B. iio5-590 / ® LLI 4 \ ✓ 1 -- / EX. TOP= 1 zo' RAINA ASEM _F // / INVIN=y51.7 L.U. D.B.1102- 2 THRU 2 PLAT / / 3 / WATER `zg,• �(D.B. 1oz 74� / 9s NV OUT=45043 METER \ - \ RCa_ _ _ XIS S G A ODES \ I �?�� ZONING: PUD 9 `e4.10' OF 6' PVC 77J \ \ / 9.r / O 66 1P P€ @ ososc \ / T.M. 76Mi-ii 2� 3 / � / 0Q 3 (II=45-216T \ � zo' 5E E r REVISED PARCEL 1 / J J LLJ 10=451.84 (-az19- / 12o5 STONEY RIDGE L'L� / / / D.B.5344/43.6 3 / / Q 3 TING CATCH BASIN o 0 0 0 0 0 \ ZONING: PUD EXISTING DI / / / / / _ _j Q T0456.o p- PLAT \ TOP=502.20 / / / / z 2! EX TOP=453. / o c a INVIN=492.24 EX INV IN=449-49 \ INV OUT=492.20 / / H� Q EXINV IN=450-19 EXISTING�SEWER o o T \ / PROPOSED INV IN=449.5 LATERAL STUBOUT 9 v \ / / �+ EX INV OUT=44 �45 EXISTING P V" Lo / 9 \ / / Y 0 BOUNDARY � � \ TLu IE-IN TO EXISTING STORM SEWER / PROPOSE�6"PVC TRENCH PROPOSED SEGMENTED DRAIN LINE WITH CLEANOUTS RETAINING WALL WITH L=89.o', SLOPE=2.75% SAFETY RAILING EXISTING STORM M � EXISTING ACSA i6"DIPW^ATERLINE- (MAX. EXISTING TING 8")DIP o 0 0 0 0 0 o P=473 35 / \ \ / / (n NITARYSEWERMAIN I / �INVOUT-�y61yo �_j<X-�C / �Q �'s / 3 �� /// �c \ / / 'EXISTING SANITAR`! / / / w �� SEWER SERVICE LATERAL '/ \j^ \ "" IRON & CAP BENCHMARK: // / \ / \ \ ELEEVATIONS508.38 / F_ T.M.76Mi-iz l / s / 3 / ALL THINGS PAWSSIBLE, INC. \ \ c� \ \ s / / CO W D.B.44o9-zao, �� i D.B. 3344-393 &-394 PLAT \ \/ F0 \ / / w SING: PUD � � - � / � � � � T C/ � � � / LLJ -€XSTJNG SAMT-ARY / \ \' c's 9L / ;\ X / / / / u SEW TOP- P�9 92 INV IN=478.41(LATER - \ \ 3 Q J INN=47839 A o EXISTING WATER VALVE/ (� INV OUT=47836 \ �\ %/ , _ / 15' GAS LINE EAS ENT � (D.B.11zo GRAPHI SCALE 20 10 Lu 20 40 80 H \ uJ w s ( ) d i N FEET 1 in h = 20 ft. JOB NO. PAVED T.M. 76Mi-12AZ02179 �o \ LOT 1 / ! o EXISTING SAN� ARY FSOB, LLC i SEWER MANHOLE SCALE TOP= 18.33 D.B.3618 642 -� D.B. 621 & 62z PLAT NV IN= 03.98 j _20 3535 Nvour�o3.9s ZONING: PUS \ \ SHEET NO. 4 LANDSCAPING PLANT SCHEDULE Conservation Plan Notes: 1 TH 0 SYM BOTANICAL COMMON NAME SIZE CANOPY (s0 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 \ / PA PLAS ROTUIJDILOBALIQUIDAMBARSTYRACIFLUCIFLUA AMERICANSWEETGUM 121/2"cal. 1 238 1 3 1 714 T-) Lic. No. 035791,1, CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE PY UNDERSTORYTREESPRUNUSYEDOENSIS YOSHINOCHERRY 6'-7'ht. 99 4 396 '� 12/21/20 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / / / I I I / / / / / �0 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT / S'IONAL EEO 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. / / 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 O / 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. IIV I T\ / / I 1 ,i On F 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, w I / ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY (� / / I / / 2:WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF / ti ® / I ¢ x CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE a a k 0 MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE / \ I / / / / T�'S ¢ w w REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL \ /1 TREES UPT04"CAL SHALL BE STAKED Z SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND m� m / / / PROPOSED TREE WITH2z'xz" HARDWOOD STAKES. U PROTECTED. \ I I / m / �I TREES OF 4° CAL. OR LARGER SHALL BE a A ¢ O O PROTECTION FENCING / �j U) oK U U 5 GUYED WITH 3EQUALLY SPACED, TWISTED, O� U) 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO I / // kg� Q5R$ U oc BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN \ / / \ AND w a1 O z z 3 _ r PROPOSED TRASH - Z W > 0 0 ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL \ � I� _ - -451- _ _ / C i � + + / c� � � / TRUNK. FLAG WIRES WITH COURVEV TAPE. � HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A _ UMPSTER ENCLOSURE / p z > O O Lu PROFESSIONAL FORESTER OR TREE SPECIALIST. \ / i i +` + SEE DETAIL, SHEET \%� FREFER TOURTHER SPECIFICATIONS O 1 AS / / / / + 9 / 11// �/ FURTHER INFORMATION � Z W W 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO 3 .. O p ❑ BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES J I // + c N / �I \� / U) U WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE (1) PY z , a DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL ¢ a w w IS LOOSENED. \ / 1 # FE s� � ��� GUYWIRESWITH RUBBER HOSEAND w w + # h TURNBUCKLES 2/3 UPTREE > W 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY %r # r EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. ) I \\ (9)AB y' z"x2" HARDWOOD STAKES, ALIGN W (9)lV err / / TOP OF STAKES K 1992 3.38 1 (i) UPA I I V (8) VB # r- _\ G I MULCH SAUCER 4S I A # ��I AMENDEDSOILMIX l � I 2 � I � I A � � I PA \ (1) PY III II LI I _ T AREMOVE BURLAP FROM TOP IF BALL AS \ 2130E BALL AS SHOWN 1 = - SCARIFY SUBSOIL TOMIN. DEPTH 4" I r III COMPACTED SUBGRADE W CD CD CDO N Y r �I�II� 00 IN `D rn ti 3 I \ P f I ---- a f, I / A- - / _ Evergreen Tree Planting Detail + I (3)AB \ u. \ / - -i - Not To Scale + \ \ 1 50' 0 \ PROPOSED SEGMENTED RETAINING WALL, ) / + (18) IV SEE GRADING SHEET v / ''q, DOUBLE STRAND#z2 GAUGE WIRE / / \ \ •'d. �' r I FOR DETAILS / \\� WITH RUBBER HOSE&TURNBUCKLES YSca"HARDWOOD STAKE G , CUT& REMOVE BURLAP FROM TOP C`') L �tn / \ 2/30F BALL AS SHOWN / + (2)UPA / 1 / T1 \ 1 SCARIFY SUBSOILTO 4" MIN. DEPTH N /1 MULCH SAUCER L` C� FINISHED GRADE �H L / M TREES UP TO yCALSHALL BE STAKED. m �m TREES 4" CAL. OR LARGER SHALL BE a 0 / GUYED WITH 3 EQUALLY SPACED 1 �� � AND TURNBUCKLES TWISTED, #2z GAUGE WIRE WITH HOSE LOOP HOSE AROUND TRUNK ABOVE BRANCHES / �1- I- r r r / - 1 = - AS SHOWN, FLAG WIRES WITH ° 4 / rr 3 ` / III 11 COURVEV TAPE REFER TO SPECS PY / 1 I � r� - FOR ADDITIONAL INFORMATION. N 56= _ CN AMENDED SOIL MIX mm COMPACTED SUBGRADELL Z I� Tree Planting and Staking Detail W / w �(3) VB PROPOSED 2,000 SF GRADE IN EXCESS OF 3:3 Not To Scale � s BUILDING / / r 73 m / I I f CONSERVATION MIX REQUIRED > z o / / I LANDSCAPING CALCULATIONS• ,--I 1 TOTAL PROJECT AREA 1.35 AC : 58,671 SF (3) AB � I I f m r � CANOPY REQUIRED 109: 5,867 SF � / / p I ( + PROPOSED CANOPY: 7.058 SF , (5)IG co to r m . a a ,j� 7 - i , 1� \'If STREET TREES Source: Va. DSWC Plate 3.38-2 w Q (3) AB ° : a / / / �V r f f \ TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 220 LF FE s \ 5)1G . r- r r j TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 6 TREES Q \ a TOTAL S7REET TREES PROVIDED = 6 TREES = J Q Coon of Albemarle Cons nation Plan Checklist -To be placed on Landscape Plans / - / (3) AB o . • (Handbook, pp III-284-111-297 for complete specifications) / , . / (- r T- 3 ) INTERIOR PARKING CALCULA7TONS.• 0 U -° /3 (5) IG a / PII ( TOTAL NEW PARKING AREAS AND TRAI/ELWAYS = 14,225 SF (n a 1. the ronowina tte... han be.hose. on[Hanlon: TOTAL INTERIOR LANDSCAPING REQUIRED (57) = 711 SF 1 m El Treaa to be saved; / / / 3) AB , 3) IG \ \ - // / f f f I \ I \ \ TOTAL INTERIOR LANDSCAPING PROPOSED = 1,662 SF 0 ` EI Limits of clearing (outside ddplme of trees to be saved), A I- A �� / / / T- �- .y ✓ LI Location Grade changestype of requiring Ma fencing, �,'/ / \ \ 'a te / rrN r I I I\ NO TES: W a 0 � Grade changes requmrg tree wells or walls, / � \ 1- �� / � / I:,J � r ' ^ Ll Proposed trenching ormonelmgbeyond the limits ofclearing \ f � rr�L-1- r f �L- I I I I l ey \ 1. SLOPES GREATER THAN 3: 1 SHALL BE PLANTED W/TH NA77AE STEEP V I J ,, 2. Mmidim.: // \ rf �- I- 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 M equipment operators . 3 ! / \ _ 1-f � f (- 1- r f f I (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS PER ACRE, OR 1 93 No grading shall begin until the tree marking has been inspected and approved by a County hapectet. ; - _ - �-I- I- f I- / I I I I \ e9 LB. PER 1, 000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE (n Q r1 1 r r I I I s \ ° J. PreLomtreclionConferenPERMANENT STABILIZAT70N AND SHALL NOT REQUIRE MOWING U2. ce: / o�. T--1-`-(� �rr 1-ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 7 z El Tree presorvationmdproteedonmeasures shallbereviewedwith the contmm cronsite. C> r ( 1 r I / I AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES w L Z� 4. EauiomentOoerationand3[oraee: \ SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED �� w EI Heavy egnrpme.rt,vehiculartraffic and storage ofamntoucti»rmaterials includingsoil shaunot beperninedvithiamed,iplineaoftrees / / , �� -, 1- �- 1- LIMITS OF CLEARING AND GRADING LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE ORGINIA z I_LI z to be saved. `c{`%��x' (-1- A cyr �� NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE z 3 DESIGNERS AND THE WRGINIA CHAPTER OF THE AMERICAN SOCIETY w s. soil Such de and shall ne advDatentbn Devineto \ OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE W w ® sacra devices shall not adva ly adao hws to be saved. / / - j / SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. z 4. Fires: \III iff\ J. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO J LI Flresamnot permihadwithm100feet ofthe driphneofMastobesaved. / / / / \ \ \ 1\ REACH, AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF � w 0 w / / �- \ c� TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED (� w 7. ToxicMmoriala: 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 4. S. PrMsellvaPrneinm 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT �/ a LI Tim m be retained w thin 40 feat of a proposed building or grading aoevuy shall be protected by fencing. / / / % 1 \ / \ \ DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA O El Fm©ng shall be in place and shah be inspected and approved by a Comty ImpmWr poor m gmding or com"ctim. / I - \ / I \ \ \ \ \ \ c BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE Q �- / SIGHT LINES AND ACCOMMODATE PEDESTRIANS. (� J 9. Tree Welt: off• .1 d 'so \ at ® When the round level most be raised within the driHneofatreetobesne atreewellshallbe provided �- \ III M submitted for approval. p p / / / / \ & �0 _ �` / ° H� / ^ I x la. Tree Walla: / 1 / / \\ \ \/ ) \ \ \ \\\ \ \� \ / / / / ` V t ® When the ground level must ba lowered wit7tin the driplina a Hw to be saved, once wall shall be provided, and a construction detail ]l. irenchine and Tunnelinm W 0 When trenching is required wiUtinthe s an a to clearing it shall a done as far away from the trunks of ill de tr y feible. Tunneling under alarge tree shall be considered as an alternative when i[ is antidpafed that necessary trenching will destroy fader roots. F- m F- 12. Clete / �q 3� 0 W E ® Protective fencing shell be the lmtitems removed during the final cleanup. Cl_ En 13. aea Trees: W D Damaged trees shall be treated immediately by pouting tertrli2ation or othermethods recommended by a tree specialist / / / � / / �_ J � I � \ \ ; / / / JOB NO. 0 NOTE: IT IS THE DEVELOPER'S RESPON'SIBILEW TO CONFER WRH ME CONTRACTOR ON TREE CONSERVATION / / j / / \ I 202179 2u REQUIREMENTS. / m NATHAN BOCOCK 9/21/2020 GR HIC SCA V / V - A SCALE OW NER SIGNANRE (DATE) Al �� 111=201 20 0 10 20 0 80 / / Y-\ CONTRACT PURCHASER SIGNATURE (DATE) SHEET NO. a m 5/1106 Pagel of / / ( IN FEE L C1 inch @0 ft.;t V S ALBEMARLE COUNTY GENERAL CONSTRUCT70N NOTES.- 1. PR/OR 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 SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON 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: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY 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 N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY Wl7H 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 AGGREGA7E 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 GRADA77ON FOR TYPE I, ll, OR Ill 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 COMPLE77ON OF THE INSTALLA7ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON BEFORE SURFACE 77?E4TMENT IS APPLIED. 7. PRIME COAT 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 SPECIFICATIONS 9. ENCROACHMENT.POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AU774ORIZED BY PERMIT ISSUED BY VIRGINIA DEPAR774ENT OF TRANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. 774E LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA77ONS, 774E ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF 7741S PROJECT. 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl774 SUITABLE MATERIAL TO 774E SATISFACTION OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE EN77RE 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 CONSMUC77ON 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. FROM BACK OF WALL OF GFO-GRID TO V GRADE 2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE ADJACENT TO EX. W/L EX. WATERLINE FIELD CONDl77ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM g' 2' DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUTSHALL UTILIZE WATERPROOF 4 BARRIER BENEATH PLANTINGS WITHIN 01 DISTANCE FROM WALL _ LOW -PERMEABILITY SOIL owk SITE FILTER FABRIC d A < WALL _ IYALL RAIL F24STLTNINGN DETWL STRUCTUR'NOT TO SCALE IF II- BACKFILL Concrete Bumper Block F Concrete: 4,000 P.S.I., V'bi Tared Reinforcing 2 k4 Rebm, 1.5" fromTlottom" F 72- long 5" high, 4" wide top, 7&goot wide boltam IF (Not drawn to MCGde) 144"1 11 12" I� 12" �I n TIM 8 311 holes ILT"11 72" DUMPSTER AREA DETAILS 11" 4 ZI O ,7 Q Q Q Q 10' DUMPSTER GATE (SEE DETAIL THIS SHEET) STEEL BOLLARD - TYP. (EXTERIOR) (SEE DETAIL THIS SHEET) WOODEN FENCE ENCLOSURE (6'-0"HEIGHT-MIN.) 4 10' a / X S7 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 2 VAN ACCESSIBLE �z 07 120 O w -Of 0 M O Of o 1 oLn w In 0 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 0 N _L 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 )TE: FINAL STRUCTURAL WALL DESIGN TO BE IBMITTED WITH STRUCTURAL ENGINEERING PLAI L yl6 I»{6 2'-0" --� 3 TO .4 OF H (TYPICAL) 6 5/8'OD SPUN STAINLESS STEEL CAP WITH V RADIUSED EDGE CONTINUOUS WELD GROUND SMOOTI 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 O 21-ON TYPICAL DRAIN TILE BOLLARD D 11"DIA. 17 I LAG BOLT CONCRETE WP-2 STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) ' LOCA77ON FACE OF CURB ri 0� MEAN BUMPER00 BLOCK//0 PAIN PAINTED PER VDOT TRIPE SPEC. ICAL) 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 NOTESPAVEMENT 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 ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH \ FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS \ ABOVE THE ELEVATION OF THE 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 - d CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.TOPOF4- 2" R CURB rs" HANDICAPPED SPACES SHALL BE IDEN77RED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGNAT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) W7H GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVEGRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE.SIGN SHALL BE PLACED ON S7EEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE.TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TOVAN ZONE ADA REQUIREMENTS ACCESSIBLE HANDICAPPED PARKING SIGNS NO SCALE TOP OF CONCRETEMIN. WALLqzSITE RAIL 13" a1":17" /__J �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 W1D7H) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. NE N SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE I (WABA O Tf�ERMIIEO IN FVELD TACK COAT TIE PROPOSED CONSTRUCTION JOINT E%ISTINO ASPHALT LAYERS PROPOSED ASPHALT LAYERS E08TND SUBBASE PROPOSED SWBME COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® SNOW EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENNG LAYERS EM PROPOSED MINIMUM 11/X INCH TNCK ASPHALT SURFACE COURSE (SEE NOTE 5) " ASI'MMUMTERUYINON�JSiR OR GR INIt AS NECESSARY TO ABUT THE FULL THICKNESS OF MISTING ASPHALT LAYERS NOTES, 1. ASPHALT PAVEMENT WIDENING NULL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH "RENT VDOT PROCEDURES AND RE APPROVED BY THE ENGINEER, P. SRFCAMIdEFEMOµ0NTPOEEMTEHLSSTTAENTDSIONE LAYERS OF IXTNG PAVEMENT. UMUAE DDI FOR NPROPOSED PAVEMENT INS ADED NHISPVMEE 3. A MINIMUM OF THREE CORES NULL BE TMEN ALONG THE CENTER OF THE MJACBNT TRAVEL LANE TO DETERMINE THE TYPE AND THO(NESS OF IDATNG PAVEMENT LAYERS. TICK CORES MALL BE SPACED HOT NOW TINT 50D FEET MART. 4. THE ADJACENT TRAVEL LANE SHAM BE MILLED A MNM1M DEPTH OF 19 INCHES AND REPLACED MEN AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT INDOOR SURFACE COURSE. UNLESS WAVED BY TIE ENGINEER. 5. THE ENGN R MAY RE UNE ME MWNG OEM OF ME EXISTING PAVEMENT TO RE ADJUSTED T AH V AN ACCEPTAJEE PAYMENT CROSfi-SWRE AND EFFECTIVE SURFACE DRAINAGE. O E E D O E E B. EXISTING PAVEMENT MMMNG6 AND MARKERS WITHIN THE PROECT LIMITS SHAM BE RESTOWD SUBJECT TO ME APPROVAL OF THE ENMNUR. 7. FOOL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05G5) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SMALL. BE TES'ED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH ME REQUIREMENTS OF SECTOR 315.07(M OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGIM DEPARTMENT OF TRANSPORTATION 1. IE NOTES, ITEM MAY BE PRECAST OR CAST N PLACE 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. a000 PSI F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS GONG FACE OF CAR) WILL BE PAD FOR AS RADIAL CUB. 4. THE DEPTH OF CURB MY BE RUMAD) AS MUCH AS 3. 115" CEPTH) OR INCREASED AS MUCH As 3• (21" DISPORT IN ORDER MAY THE BOTTOMA OF CURB WLL CCINDDE WTH TIME TOP OF COURSE OF THE PAVEMENT SUBSTRUCTURE. NOEAO'"R'SC+AENT DN ME PRI E DO 9 TO B'E MADE FOR A DECREASE Ofl AN NOEAK N DEPM 5, M-2 B TO BE USED GN ROADWAYS MEETING THE REQUIREMENTS FOR CG-B AS SHOW N IN TK MCTAFON ON Gw8 URBAN STAOM NDARDMAI S. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPEOFGATIW REFERENCE 105 502 2" SM SURFA 8" 21 BASE COMP, SUBGF ASPHALT PAVING - LIGHT DUTY PARKING SPACES 1 i� r )HEAVY-DUTY PAVEMENT (TYP.) NO SCALE CC-12 NOTE: COMPONENTS OF CAR RMPS CONSIST OF THE FOLLCWINI XYDRAaIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARD! GENERAL NOTES' CAR WHEN REWIRED (CG-2 ORCC-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDSI 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE MOVE ITEXS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH AL CURB CUT RAMP. 2. ALL DETECTIBLE WMNNG SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS ttm OF SECTION 504 OF THE SPECIFICATIONS FOR 00-12 DETECTABLE WARNING SURFACE. DETECTABLE WMNNG SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS MAX MPROVED PRODUCT DST NUMBER 72, ISO 3. SLOPING 90ES CF CURB RAMP MAY BE POURED MONOLITHK0.LY WITH RAMP `yam FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. {' 4. TEQUNED BARS ARE TO BE NO.5 X 8" PLACED I CENTER TO CENTER ALONG 6 CBOTH SIDES OF ONCRETE COVERHI�/ERAMP FLWR.MD-QEPTH OF RAMP FLOOR. MINMLM MAY 5. ROADWAY CURB / CURB MD MUTTER SLOPE TRANSITIONS ADJACENT TO CAB TYPE A RANTS ARE INCLUDED IN PAYMENT FDR CURB / CURB AND GUTTER. S. CURB RAPS ME RECLINED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF PERPENDICULAR THE CURB RAMP SMALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED N MQl�•r i7N'9'Nr'1K.^t CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL X THE T OTH tm! OF THE SHARED USE PATH. 5•MN 7. DETECTABLE WMININGS SHALL EXTEND THE FULL WIDTH OF THE NL T CURB RAMP LMUNG FLOOR, 8. CURB NAMES WILL BE NSTAUED MD LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS,CRCP INLETS ETC. B 9. RAN IT MAY BE PLACED ON RADIAN OR TANI SECTIONS PROVIDED THAT PARALLELTHE/ THAT TIRE OPENING CONNECTION O EC ION OPLACED WITHIN F THE TCURB OPENINGOSSSWPLK MO 10. DETECTIBLE WARNING SURFACE PAWLS SMALL BE INSTALLED RUSH WITH / /NyAAfRAP,4 iN' THE BACK OF CURB. v .12 -IMM 11. WHERE CUM RAMPS INTERSECT A RAOIR SECTION OF CURB AT ENTRIMCES 121 MA% ; 1p OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 90% DIX x A FACTORY FAVOR OR B FEUD-MNXFEO AS RECOMMENDED BY THE MANUFACTURER TO MATCH TIME BACK OF WED. SEE M-12-INS PAGES 204.05 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WMNINGS ON A RADAR. 4' MIN AT )K ,2" HIGHER THAN EDGE OF PAVEMENT AT X% . SAME AS TOP OF CUM TYPE C PARALLEL OR PERPENDICULAR TRUNCATED DOME .6--za° c-C 0 0 0 0 O z L m 0 0 0 0 0 D 0 0 0 0 D 0 0 0 0 0 O O O O O O O -}E ENDING RA1P u TO O O O D O O O O O O O O D O o + - o o 0 o c 0 o 0 o o 00000 rIN 0 0 0 0 D 0 D 0 0 0 0 0 D 0 0 e 000000000000000 000000000000000 OETECTARLE WARNING AT BACK OF CURB "-14- VARIABLE FULL WIDTH OF RAP FLOOR I SEE NOTE 11. BASE gMETER PAY LIMITS 9D HT -DUTY P 2" SM-9.5' SURFACE C 3" BM-25 BASE COUF H--I Lic. No. 035791,a 12/21/20 Aj z - Z w � J Q O U) U) U Z Z Z< W W U m V 2:UU)) a 0 0 'A U) oil U U LU U)_ H lL W 0 0 0 Z> O 0 g a a H � w H-M UU w w L Ln Ln IIuWIII ¢ w w w Z Y Y � 0 w Us! > IEdi � CD CD CD CD rH Q W N � N N al. --I .H 5" 21-A SUB -BASE COURSEtj \\ SUBGRADE Cri L Q Z ASPHALT PAVING - HEAVY DUTY 112L DRIVE AISLES (MCI C0 W NO SCALE IZI- WIDTH OF y A W FROM OF ENTRANCE y "Hen EXPANSION JOINT 0 U, EXISTING OR PROPOSED I a Y SIDEWALK OR SDEWALK SPACE �T w CIIHB INCLUDED IN W EXPANSION MINT ENTRMICE GUTTER . y Iw m D AE $ 4 WF P. �e FLOW LINE O ow xw ON WIDTH EXPANSION JOINT DESIRABLE MINIMUM E' 3 ABSOLUTE NWINUN 12' EDGE oT PAVEMENT ,I T V / UNITS OF PEDESTRIAN® __ _WJ ® LIMITS OF PEOESIRWI AC ESE ROUTE - ACOE55 ROUTE UNPAVED SPACE MOH -TRAVERSABLE WEAVED SPACE /ASS w VV` 04 1 JQ DPI I.TP S/I/ LIMITS P RI LYOS OF PEDESTRIAN>_ LE55 ROUTE NON -TRAVERSABLE+ E55 ROUTE T1 U_ PEDESTRIAN ACCESS ROUTE DETAILS WITH & Ill WITHOUT UPAVED SPACE 1 J ' MOTIONAL RIGHT-OF-WAY IS REO EO f LINE MINUS 3.. PEDESTRIAN R T l�R % N T tK EDES ACCESS OU E MN E iE D BETOHD Em )USING J OR PROPOSED VOOT RIGHT -OF W I 15".I > a. M1 ® PEDESTRIAN ACCESS ROUTES PROVIDE A cONTrvuWS E. v JJ J� TI J UNSLIP RESISTANT PATM OBSTRUCTED, STABLE, FRM MD CONNECTING ALL ACCESSIBLE ELEMENTS OF A U) HALF PLAN AL+ FACILITY THAT CM BE MPROACHED.ENTEREO AND : d.o . .Q.• USED BY PEOESTRIAYS. ° ..........-" F� C`I • IF PEDESTRIAN ACCESS ROUTES N ME BEING SL WIDTH IS PEOVIDED. A H A MA . 2XTRAVERSABLECROSS WITH A MM.22. CROSS SLOPE. SECTIONB-B Ur O O WHEN DEED IN CONJUNCTION 'ACTH STANDARD WHEN USED OR LG-T, THE CURB FADE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH N TMOUNTABLECURB CB CONFIGURATION./�/ p•-p' '^ J I J LU Q UNPAVED SIpEWALK SPACE PARABOLIC CURVE NORMAL GUTTER-, ® [x __________ �Sz ITC •e• 4, s •e. .1:. W AOx Dx cMANRE �•� _ e .".e. .".a C `1 48 4ga4oe: P4 oP•bg4oS�4PP44b54•P4G V 6" AGGREGATE 8ME TYPE 1512E zB CLASS N (H.E.SJ LONE. SECTION C-C p'-(I• I � I1 LU 5'-O" ®POINT OF GRADE CHANGE 12Y. NM. SLOPE FOR CURB AND GUTTER ONLY ■ F.A SIDEWALK CURB AND GUTTER • x 12 X MNOMUM INCREASE N SLOPE AT MINIMUM D' INTERVALS , A 7 Z BUILT WNNRRENTLy • x x 3 X MMNUM DECREASE IN SLOPE FOR FIRST MU INTERVAL AND B X MANNUM DECREASE FOR SUCCEEDING MINIMUM TO 10' INTERVALS I 1 LLI DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING SECTION A -A " INSTALLED ON A RADIUS DETAIL DETAIL SECTION D-D LIFlCATDN `VDOT A COPY OF THE ORIGINA SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. I SPECIFICATION REFERENCE �VDOT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE FERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE ROM MO BRICGE STANDARDS 0 Q 315 SHEET 1 OP 5 REVISION DATE (GENERAL NOTES) 105 502 SHEET 1 OF I REV GATE 502 315 20401 p4(19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 20.T 03 0711 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 r CG-2 CC II 00-x A - 1 PEWSSBE CONST. 5'MIX. JOINT L AEL TRUNCATED OOMiS SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CO-2 2',0" y.O• BMX( OF GO 12 :1 2D -1 - SECTION A -A NOTE' FOR GENENK NOTES CM ME MTECTMLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL IF PERPENDICULAR APPLICATION ROADWAY GRAD° IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 2 4 1 2 1 5 2 3 1 5 3 3 16 4 4 R 5 5 10 8 74 7 3 5 B 5 S ILL Y5 3 Al „STREET MPWADN SAE BURFADING GENERAL NOTES GIMIUS TO BE AS M YANLINE ROADWAY (SEE NOTE B) mowYy/ LL v j SNOWN ON PLANS) S C C I 1. WHEN W-1115 USED FOR STREET CONECTBNS THE -------+- CONNECTION MUST BE DESIGNED IN ACCORWNR WITH a I TO WOTC XOb RADIUS TO K ASOF PMNAIAI. SICHOT (SHOWN rF� ® v LU GC] DTMESEIGAPPLICABLE RAWL COMBINATION ON PLANS) THE INCLUDIM / DSTANCE REWIPEMENTB. / 4 CURB AND WITER / CG-6 ( NOTE 7) I 1 II 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCI( - 1 I TRAFFIC. THE DEPTH FOR SIDEWALK M CURB RAMPS OU 0 SICEWALN I WITHIN THE LIMITS OF THE RADISHOULD BE I U= (WE NOTE 2) I W. I OPTIONAL e" INCREASED TO T'. I I I LU FLOW LINE 3. WHEN USED N CONJ-CTON WITH STANDARD CO-3 - - - - OR 03-7, THE 0.RB F/DE ON THIS STANDARD B TO of II II a IXPIASION BE ADJUSTED TO MATCH THE NIMMCURB 0TLE EIPMSXN .DM ' e JOINT CONFNYIRAiNIH. CROSSWALK TYPICAL PLACEMENT 4. SEE STANDARD CG-12 FOR CURB RAP DESIGN TO BE SE MNNI ROADWAY USED WITH THIS STANDARD. NOTE: SHOW 'O TYPICAL, swwN ON WHEN sELTDW < AT INTERSECTION AJ S. MAV \V WITH BUFFER STRIP TO P�CL OWARPING PDAMWRONN OF GUTnROWILIME PO IMJG OF WATER. / Il PLAN VIEW LJ J ENTRANCE NOTES -� (D THE SELECTION OF CUB TYPE MD THE CONFIGURATION OF TILL UTILITY STRIP MAY VARY TO MEET E%BTNG FIELD CONDITIONS MNLIN ROADWAY SLOPE 6. PLANS NE TO INDICATE WHEN CONSTRUCTION OF A ROW 10 PARABOLIC CURVE LINE IS REOUIRFD TO PROVIDE POSITIVE MANAGE ACROSS THE ENRNRAVDE. ^ ` D AND ROADWAY OOM:TRIC5 PROVIDING THE DMNSICNS AND SLOPES ME EDGE OF SHOULDER OR 6'X Mw•' D ^ 1 I, AS NOTED. _ OPTIONAL ROW LIE SLOPE CHANGE 12--- T. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE -�I Y FIAT LIM (EXCEPT MY SUBGIRME STABILIZATION MAILRE ROADWAY `--- - - - - ---- REQUIRED FOR MAIILNE PAVEMENT WHICH CAN BE -- BK NM D OMITTED N TIE ENTRANCE.) SLOPE CHANGE ® �- B. flMUL OURS OR COMBINATION CAR AND GUTTER D SWILL HOT BE CONRTRULTW BEYOND TIE RAW LINE w EXCEPT FOR REPLACEMENT PURPOSES. F S- MIN COMl1ERCIKMENTARRANCE S. THE DURABLE AND MAGNUM SHIRANIE GXRME CHANGES D' ME LIS1W IN TIE ALLOWABLE ENTRANCE GRADE TAKE. THESE VALUES IRE NOT APPLCABE TO STREET SS TJIN 3;W CONSTRUCT GRADE CHANGES WITH A PARMWC CURVE. CONNECTIONS. z'1A AT :. 2' HIDHER THAN SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES EDGE OF PAVEMENT AT)KX.SAE AS TOP OF CURB THIS COMBINED (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADMIRING BUFFER STRIP. LANDING AT BOTTOM OF FPS, SLOPING SIDES NTH 60" X W" MIN, DIMENSIONS . THE SHORT PERPENDICULAR PLN TO THE STREET CAN B PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO TIE SBEWILK ARM A WARPED SURFACE. NOTE: THE REQUIRED LENGTH OF A HARI RAMP 5 LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. STANDARD 6" CURB ROM ao BRV I DGEOTMDADs CG-12 DETECTABLE WARNING SURFACE REVISION DATE SHEET 1 OF 1 REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION zDt.m 20J 0] VIRGINIA DEPARTMENT OF TRANSPORTATION S°EDIFKATDA SPEDIFlG NERTRFNUs IEFERE W2 502 ENTRANCE VOLUME GRADE C VNGE "O' OE9RIBLE MMIWM HIGH MORE POOH TWO VPD OX 3x YEOIIN 8D0-160D VPo 53x 6x LOW LESS THAN WO VPD 95% a GUAR M .j, y '!•1' '�' NOTE, ALDWIBLE ENTRANCE GRADE TABLE IS NOT GM.E.SA .M, •M .i, 'G 'M'. MPLIOMLE TO STREET CONNECTIONS CWCRETE Y SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VNGINA DEPARTMENT OF TRANSPORTATION Y RUDE LU 0 w w d U) JOB NO. 202179 SCALE AS SHOWN SHEET NO. 6 ARREOne -LSIdri✓irsmatureIntegral senBerwhich reducers drive Current, when ambient tempemMresxceed rated temperature, providing typical operation for 100,000 hours wfactoryfar TM-21 Me estimate far specific configuration). :NERG Y $All aCONTROLOPTION- DIM -0-10 vol dimming enabledwithcontrolsby ethers.. LEDB- Select high -brightness LEDs In 5000K or 4000K Color temperature, 70 CRI. DISTRIBUTIONA'ERFORMANCE -Types 3, FT, FT-L FT-R, 5, and enhanced 5E and FIG. FT-L and FT-R allow for 0180 mounting configurations with fal set optks for applkatbrx such as automotive from row. Excrsptioml unbDrmiy creates bright environment at lower light levels. ImenW Lower (IL) option avallable for Improved backlight Control without sacrttidng street side performance for FT distribution. Consul factory for !humid lower for FT.L and Fr.R applications. HOUSING - One-iece die -formed aluminum housing contains fame rewlfed drlver Whin 0 g ryP g DOE LIGHTING FACTS awes door (with eatery lanyard) IacaMd undemMtll. DepanmemdEnemy has uernletl reprMenMtive prnduabM OPTICAL INN - Cites tempered flat glass lens permanently sel to wxther-tlpM aluminum Data and results In accordance wit Its Uphl Fait Pmgnm. Optic frame creature an IP65 rood optical unit (includes pmmur&4WbiliDng brother). Visit..li Min NM.°om err onific cal salrips. MOUNTING -Ta red rear designallows fixtures to be mounted In 90°and 120° Pe LIGHT OUTPUT -XLCM umex Nourld s3 FT eI es aRE verses Mm's N leave L12;1 22222 15500 15M 103 N 2r5p0 9wO arted 21... Eim 278 x laaao zwoo zceaG 1Moo lswo 1es M 267M 1 27800 1 Mum 20100 20400 End Configuration without the need for MMmion arms. Use with 3" reduced drilling pattern. A mood polls plate is required for mounting to round poles. Wall mount available by ordering won mounting braclmt(BKS-XBO-WM-•-CUR). Proprietary pole quick mount ace do available with horizontal mounting or Axed 15° angkd mounting (POMH-KIT-CLR and POM15-KIT-CUR) for mounting to square pales. Top mounted reinforcement bra" for high wind or vibration (up to 36) applications available a installed opgon or field -mount accessory. LaDCAlaaefrnuemry upbenmerebrevaun may lmena. ELECTRICAL -Two-stage surge protal(including separate surge protection built into electronic dl meets IEEE C62.41.2-2002, Location Category C. Available with universal voltage power supply 120.277 VAC (50141Iniall and 347-460 VAC. Optional button - type photOwlls (PSI) are available in 120, 208, 240, 277 or 347 van (Supply voltage must baspecdledj. DRIVER - Available in SS (Super Saver) and NO (High Output) drive currents. Components are fully Small in poling material for moisture rxNtance. Driver complies %0 FCC standards, Driver and key electronic component can easily be amassed. OPERATING TEMPERATURE --40-C to t501C (-40°Fto a122°F) FINISH - Rntllres are finished with LSh DuraGrip® polyester powder Coat finishing prows. The Ouraft finite withstands extreme weather changes without cracking or peeling. Available in black, broms and white. Other standard LSI finishes available. Commit factory. WARRANTY- LSI LED "me carry a limited 5-mr warrMry. PHOTOMETRIC$ - PIMM visit our web she at www.lsknoustrles.som for detalled photometric One. SHIPPING WEIGHT (in Orton)- One fi#ure: 25.25 lbs. (11.5 kg). Packed two per tartan: 4351bs. (1971 LISTING - UL I19M to U.S. and jmamational safety standards. Suitable for wet locatiom. For a list of the spMIIIc products In this sense that are OLD listed, please consul the LED UOhting section of our Muslim or the Design Ughts websie at wwW.deslgnlighM.org. Bit pmdod, axlerbd onions M In Is p .all meal the elendards listed bMow. Plains comft Indory for YOW specific reculmmeats. MAmR.aRrPA .Yepjeen R HIS ( E ® FC IP65 m ffimmpywnh MS1Oveal=O0 BManm'•nas daalwRm,II up,eno Epum°m ummmvmmmr,6a ,ner u. �� 'lined Name Flxturo Type 04NMI1 OM17 ditelts I MI MUMIM NL STEEL SQUARE POLES DIMENSIONS POLE SHAFT -Pole shaft is eledro�wXded ASTM-A500 Grade C Veel tubing with a mhimum yield sax- sonrI suerlptll cf 50,000 psi On Tenon Mount steel pales, tenon E 2.318" O.D. hpamrenlgth ppe. Rs�N- N.Y Sa'(e0mm)G.D.x4 a/d'11nmm)TenOn j".l1uF Yamtbun Tenon is 4-3]4" in length. Stmpht poles are 4",5", and 6"square, HANO410LE-ed Standard ole. Shale location poles have V4polebxe.Poles 22'antl above have 83" x8"rdrti0rwe hsASTM-hole. x4" am-rWpersAM trehoes. kd steel pale with a minlmumykN stren,glh m 3s,l3oo poi. BASE- Pole base is Aan Two-plxe square base CovarM optloml. Cover op ANCHOR BOLTS - Pries are furnished with anchor bons mamnng alnopated double nuts add 14'-39' No Moall, Hole° waslnts, Gavan¢ed anchor hairs are optional. Anchor bolts conform to AS1M F 1554-07a M.am 11AW) Grade 55 with a minimum yield Strength of 55,000 psi. GROUND LUG - Ground lug Is standard. mratil a DUPLEX RECEPTACLE- Weatherproof duplM receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER - Siff -testing ground faun drouit interrepterIs optional. af- FINISHES- Each pole is finished with OuraGrlpm, LSla baked -on polyester -powder it, Mn4re R.H aosmm Par. Prepmian C.139 finishing pfoCAM Which elactrostaticaly applies and tusesapoyester powder to the OpdvMl eve corer pole. Provided an extremity smooth and uniform finish to withall extreme Mother J 9 changes without erecting or peeling, and features a 5va-year limited warranty. Optional Dural Plus features the added prommlon da3.0to5.OmilthicinessofpclyesW- powder finish plus an Inner coating, a well as a seven-year limited warrant'. rmlea°° ° DETERMINING THE LUMINAIREIPOLE COMBINATION FOR YOUR APPLICATION: Bleb Select Infor alre from lurninam ordering information - .rounder.. Sees[ bracket configuration If required x aster Determine EPA value from luminaire]bracket EPA chart • Select pole height DRILLING LOCATIONS Slde "C" Select MPH to moth wind speed in the application area (See wrou peed maps). • Confirm pole EPA equal to or exmdlnA value from note Move • CGnsuh factory forspecial wind load requirements and banner trackers Sid. -B'----`--- -Side "e.. NM "A• (Hart I -hue Side) Sid. A e C e M 04 % DM' % Ma % % % Tel x M. x x X % N NFM % Douti ' Otlw Rro standards MII M 12a M me loll and rear m 8Me A NO: Snntlud $Fred DF an pmppmbneam located Name M0M m the polefrom We eve, union WhembespaMnd. CHIPPING WEIGHTS- 131 Square Poles rdopeamlA, ll cat fippwlmrldl 76011 P1�MamlaaDe.Ifi BpnOtlYSmG) IAWM/n. T men. 11 Ifi wpWingay 4.dt annual m. 07 Ga.IB prow lnmgy laxbam a15xm1 .a pe.le Imax 15401o.At pr mjIs MaAoreabll'zx IMmmRntmm 80 b. IaA apAeF>46 ARRA �L Mndlrq CoapllwA Prare IPrepaparetl By'. _ Slim Wall Pack (WPSLS) Small LED Slim Wall Pack o UL E w Nairt LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM LUMINAIRE ORDERING INFORMATION TIPICPLONFfl FX 11 XXLCM 5 LED SS CW UE BLK PCI120 We DlmrNm.. Birds Ooil. .mold, Input Vella FMW opulent xLM - 5.1dev LEG SS-Sultal q mow CW Cacl M.e ISwip xw-N1.1 venue 11 adl;ema Voloe BNZ-Brame it 2.. DIM alpupmmla QmmmamY rNr,sl) Buan Tya Phobmb R PorMNThrOb' _--14000 PIVg Forward deb mer Drop U7-M0 CBMN208-211v IRi- MOM(MOSM) Unhaded PCx]-94TV R-R k.MOplle RNd MrOlx VirusesIL-InbmNlCuarprelh6b 0474W aMFdWb,Uo,.o Mourn (all Mr- weapon Relrlcmamen Brnkel SE-TXxa, Mnam Fh-krwvt Throw FnNmd ACCESSORY ORDERING INFORMATION (Accrual the gad lnsWleN Description 20-Mu'4LR wall Mauer Bum meta, Natest 382132CLfl Do,dpd.n M12051n iusl 1A Omer Npmeerare Frins 7T.1.7 xLCasFIRS31ar BLrml NaM$We Brad mrmamtll 80315BBIM1 M17 SI Fad 1] ME 2100.uWFmg M,2 Waxow DFUDS2xL[MFT-UR.R.Hal EN1rnal"B1N3MeN aXl In VMRPIP Round Poe PMeb 3' FTP Net Poud NbPlMfortPon 40=UR 318MICLP MMHKi7 m02uemPWOmMountHommnnl&seer 5B252BCNx4RPP PWIMU40 bmM Pde Mltk MountBnuutwNmtlIEMON 51x2ACIA M a Fo ale r5' n 3 Be4xLCIvul Runiversal BMW BM74 FOOTNMc 1-know 61tlebM1bMawtltlnflemro EPA. Caatt ho lOry 2-Fusion mua he lower In the hand hors 00010, DIMENSIONS nano• -ItlNnm) 11MP (�N 4'rn 'is• naafi m 1-lime• (Mmm) (4bm1 stave (enmm) HOUSE SIDE SHIELD (rear mount) NR" 11Mmml - 4-Is t3 (39aurs) „Dan - 5mm1 LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS TO VIEW) ANN to be Note: OptO are not field -rotatable. Fa Of 80 Forward Throw Installations specify left (FT-L) and/or right Use ype On-" (FT-R) 810E m0UMInp.Orlenml0n 18 based On eta M $1 atthepdeend lookingoutMtheamto befit. (lets) (might) 1 Name 1 FDNrFType dNMA1 02017 Catalog a AIMUSTRIMIN. STEEL SQUARE POLES POLE ORDERING INFORMATION 1YRcuMMAWMRE. 5SQB5 S070 24 S PLP SF DDP POO Saturn Alabriel HoldersCoa Mantles anon. ease Glean Yen4n M°M°uM-See neelwllon uM p0 g 311G-11 Ga. Seel 14' 5-Sin aPamlkl B BGZ-aroma GA-GemanMtl AnCAOrMn 10' - flu s - Sf-NnObflOOPn Mm9.3'Petluad dolling poem GM• -Double III -Ran. me. OF-D'.bMnado M' ONW-OouM VVlli-WAhe DGP-OumO.panue UCU- 5' Thai drilling atom TAO'-Tdpn SVB-SMIn Verde Breen I -Lou Anchor BpM SOON- or TMAIor,al Belling perm 24' B120 TrMb 0"-GmhM 06XX-P0lepreaaloil MOn-5" TradManal dhlllno aMm Or OM•-OMd MBV-Mm0lc Sliver PMOSCCtupapvsenpoA 30' M' Tenon Mount -Bee ah each 9ube N-Tern Mount andld SF and OF polo pro00NlaM ere IIIMrnonmandflMumlpmcmmamhp. N (Mendam lenonaba it 21 GO.) 314 a Me harem a to pole from Me axe. Alen 42ON othwainso.plAed. NON NON CoaMI WoleWDp C11r1a ppptYs pit No Marring Rise- Ilse arm: • BHA 4ISF a BxA SISP • BKA MISF S BpAX91BP Internal 611,111 err at01 N01 ACCESSORY ORDERING INFORMATION iADM sen field lmhlM Oita Numnr Dma Numb eBC-d'Squa2 Apse_Gpv¢r - 12251 ViprMm OMar 4'MU PoNDOtt4A mwWorth 1125M 122501 LA VAtomorrow 5-Sou PoNlOonmubur vi 172DO BBC-B'Buen Base Cover 1226MOLA Vltlr owner- 6' Square Poo Dd4n mum nlvl 1=1 Mm5IN 12aamummv Senor 518MMFO GH-Gerund FOut Clmult lmeapor 122567CLR PMGS2(a2M.2A, 240Vacepar Benito lx2BAWP MHP-MOinMO Hok Plae(3dumHwuxwM5"tmlmMmll.uan 132336 21 Solr MXD- Mould Me wemherpri DeaHm As As W120 waDMW r MuatldnB MUNO I-SuAne LlpMla Broa T' Reduced pill PaeArn end AN UEnea Bruei Ell Theories Drill 4.Omer FMOS 6eameIy Chanaa"%%'h inaiaro hegManO eiNd NN bJBOA nNmepeC eM1eeblOr lmeml511p ANrbmrkeb. Irrationa l°n.Ek: OS15Alndatae prtrtppsmbn lsmbelM up9nn ale 2 Pole Mdm will Asmel lf['Mlnmce. bueon.n ACppmadlrtanafron Gaud barrel 8-9Hflad LiphaAp BrMnb NtAmlprdda of re0 nadsb. 5.OW D"on wig lmd. Mtforu. MIh MaM HeIldePomm BOLT CIRCLE 4.OMmm)MNm rpDnnlws.. Th21mnlxan POxmmjpun In IV(W.)a. talr(251mm)w. lr(3Mmm)w. 11'UIIIaO.N6Rtle 11"IDMm dlCl.le II'niMml Ends IPIN6m tmmg B C 0 J &Imbd sb H.tletl WotleO T-11'(Pmmm 2)9mm) P-11'i22enm219mm) A'-01'222pmm21anm) 12 (armed �0r &"an 3'4'x30 1..w V' at (18mider7 rm) OAmmx7Mm) 12Nnmx914mm) pSmmx N4mm) M hi 3I14' 3-1M 4' 4' (Mmm) (Bien) (102mm) (1D2mm) ten tub let Mr xmw nw (@met) 02�) (11�) (formed 1a14'9ax3Nak latla'a xL4'M, 1a1e'w.x1'IAk 12oax1.1M ark. 12"'al2pan) 0�irbrm (t5mmxlAren) (a5)mm xl9mm) p6]mm x25mm) Nowe &N p6 EmmticM mtl mo Without ads. N AM W for MINM Note MN. Caw INMf)M IN MM pea MmpM Note Type 020h8 LB2017 pN INDUSTRIES An. CoWal Project', MITI Calk IM"W Ld l l Date'. 1119/20 ORDERING GUIDE lumere Radem IAOD.4ol wenepe Nampa1 12-40 QUICK LINKS steel Range(LPw) 1 9e-s22 V✓olyht upward) a0.)) Ordering Guide Performance Dimensions Photometrics FEATURES S SPECIFICATIONS Construction Electrical Controls • Rigid Precision Die caret -aluminum housing for •Hig"mnmdri rfeaturesover-am ge, • Optional Idi electronic button propose d. durability and wnslaency. under voltage,short-tlrcuaaM over Compnn- •AperturesforfieldorAdoryiratalletlpAoto- • Vertical lass serve es a Mat ark and rant ture protection. control. accurrulatlm of dust and debris.•0.10 vdt Common 00%-100%)stantlarcl Installation • The Patent Pending tit l stacking heat ra- • Standard Universal Vat eas O2o-277 Vac) Input , SurfaCe mounn direct to u-box or wall. ha l technology exmend; hart from within the 5O/Et) Ha housing moving It away from LEDs and Integral VO Cekulatetl Life: >100k Hours' F.W. a bubble level ale manwnble hinged components Face frenw for ease of Installation. J Ratan Typo 1RmB / owl UN IWU$tRIES INC / / Small LED Slim Wall Pack (WPSLS) / eecrm paver uax. S N 1yTleuoRDEREyAMPI£ WPSLS LED 1L UMV DIM SO PC120 111 / W\ foMU Pmd Mmen Psubp CeerAnp CaINroM RtYM WpBLb-BmIRm WM Pad IL-10mtaalNm 2L•MOOtxMm 90.9DODI( q- 50-000Na PC12p-12pV FhataOmral 87A-SrorM - HX-HMX aocoad A40wtsanerle PERFORMANCE 300011C 4000K BOOOK Ltaleno Motex Ham Omen eam hww OLpeN BIMoy wm"o 1L 1206 97.79 1206 97.79 1366 111.11 12 2L 2125 107.2 2125 107.2 2418 121.97 20 4L 3712 1100.181 3712 1100.1A 4394 1116.211 40 LED HID WMMpe Aamd Card $DanielHAtaW MY Und )aeMI NIC Swap 12 50 72 $52 $47 70 90 $59 $54 20 $9 50 72 S52 $43 70 90 $59 $50 100 129 $77 $68 40 $18 100 129 $77 $59 150 185 S1DO $82 175 1 210 $112 $94 PRODUCT DIMENSIONS 14.OD .65 • Luminal hinges open From the bot[omM • TOFd hennonic distortion. a20% Warranty n leaks e. greet ® P r> Power facto. b5 •LSI LED Fixtures call ebyear warranty • Luminaln is proudly manrovolurM and tested • input power at" conetaM over life • 1 Year waroptionsI Button Photocell. m on PHOTOMETRIC$ e.crm crack odr. In the U.S. • Driver Off -State Power Is 0 watts. UlUregs • Fixtures are finished with LSI's CureGric' . Chip On Board (COB) LEDs with Integrated LUMnalre photometry has been coreduded by a Ni accredited to IW laboratory In accortlance with IESNA LM-79-08. As spe<IBed by oblorwastrair mat pro<e The tlrcuit board mounted tllrermy la the housing • UrtM to I.A.159a and UL 8150. IESNA LM-79-OB the entire luminaires is teatatl as the soured resulting in a luminaires Efficiency of 100%. Sae httP://www.lsl-Industrlea.cem/eretl- nds exng IIIprowder,withstands a to maximize heat disslpatlon and promote long •Greg Listed uod Aed-llohtino-solutlens.aemm far detailed photometric data, cnnGdpilmoutlthstentlsextreme.OtW changes withwtcntldnp or paelirlg.Other life, ISO FOOTCANDLE PLOT POLAR CURVE shippingndards LSI hea available. Ch. factory m -D"IgnUhtsConsortium- Might •Shlpdnp wtlpht 3.elbs in carton • Components an fully encased In Potting me- Co qualified DMIpct. WPSLS-4L-40 tetlal for moisture raslstance. Driver Plies product. Not all versions of this product may be Not weapons product Luminalra Data Zonal Lumen Summery Optical system wine FCC ptanddmm. Driver ale Ivy ek=rwc rformce Chip On Eal(COB) LEDs • High-performance component ten easily be ewexetl. DLC qualHkd. PI1aM check the DLC OuallNetl Products List at"w ..desrgnlights.org/OPL to bNrind clear tampered glass for maximum light • Minimum 23Wsurgeraang confirm which versions are DualMed, output • Operating temperature:-40°C to+51(-4D°F • American Recovery and Reinvestment Act • 3000K I4000K I SOOOK colortemperetures. to W122°F) Funding Compllains. • Mlnlmum CRI of 71. • Suitable For Wet LCcatiOns. • Zero uptight. Specfiwtlons and dimensions subject to onange without notice. /�Y LM IMUMip Inc I0000 AlYanea Re C, ON 452e2 • l-Intl •y (513) 372-5200 • 92020 LSI IMurtlea Intl M Rdlna ReervdL Specifications subject to change without nonce. Wide DlMlbetlon a Lumem %IemMln MMhption /O00 NNNn, ]O CRI use 050• Inalf 30.6% OMiveretl Lumens 4,m3 Mdium(30.61 2246.2 554% WmN 31.0 HIOh l6aaa) M9.6 13.0% Eifxacy 1w Very Hi,hno Sol 7.3 0.2% INType Type ill-WryBhOrt upllgM(9018m) Do 0.0% BUG 09tln9 01-IgG1 Total Flux 0527 1a11% 10' MoNMto HSIOMme' add Rpooln0 010N Re PC ■t PC des PNSIq Pw. °t/�0 �ia ullntlwtdulne.loo00Allianu Rd.Cineinneti.OH45242•www.la-i,du,trieacwn 9VaC.L1aLAW0 �l� (513) 312-3200 • 52020 L51 InWeblea Inc. All mpMs Reserved Specifications subject to change without notice PaOe a/a Ha. a9/a/m 9p¢ameaoxo I 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 I 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 (300oK). 3 TILTING OF LIGHT FIXTURES IS NOT PERMITTED. ALL LIGHT 3 FIXTURES THAT EMIT 3,000 OR MORE INITIAL LUMENS MUST BE FULL CUT OFF AND THEREFORE MAY NOT BE TILTED. I \ \ i' _ro Luminaire Legend & Schedule Symbol Qty Label Arrangement LLF Description oJ_] 6 S3H 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 �___ \N 1 N 1 53FI 1 N 1 - - - - 1 ly I 3 1 1 \ I � N I 3 \L m � \z 1 ; I 1 \O � Q S30 II N \ 1 3 I N \ 1 \r c 1 \ 1 \ \ 3 \ N \ C 5 0 G GRAPH C SCALE D 20 40 BD ( IN FEET) 1 inch 20 ft. s 50. PROPOSED 2,000 BUILDING SCOTT/R. CtTLLINSZ Lic. No. 035791" 12/21/20�� F Z W � J F F k U U Z Z w w Z m to a N Q O O U) dS U) v�J, } } � O.0 02 0 Z Z ` ❑ > O O Z U U O g o Lit z w a w a H ,w W ❑ ❑ U U V) a' U) (wit (wit Qw O W Z ca OC W OC ll ❑ WLU LLJ "aO O N rq \ 0) \ .+ r ❑17.4 AID " .--I e--I 1 a •�• Uses] U m 0 � aim V / J a CN N O Q z U m N > W ` losessual LL_ UJ _J _J E s m > o UJ a O Q9 O O N � z J z c U Q �J oC _ 0 W Y � J UJ L ° 0 r o Ul C O z z Z LLJOf LU I� ILL.] z I L z F_ l /� B>• A/ J U W Z JLL1 W O U Q J 0 a ° a (D J > _ CN N U x O) J OJ 0 155 1 F- F W Z C O L of Cd_ (n U Op JOB NO. 202179 2 0 m m 0 SCALE 1 "=20' on C 0 SHEET NO. a 7 ro 0 N H 0 N O 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