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HomeMy WebLinkAboutSUB201900158 Plan - Approved 2020-11-03GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESWLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG421) 1776 SCOTTSILLE ROAD CHARLOTTESOLLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 & ZMA2020-00006 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REVISION DATE- NOVEMBER 8, 2016. VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN WAS APPROVED ON MAY 20, 2020. ZMA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020. PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY. ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE: PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 328 ACRES (25.2%) PARKS AND ACAVE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.19 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.27 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDEN7AL HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS: RESIDEN7AL: FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTIAL: FRONT 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS- CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY- THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATI0N IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING: THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMA7ION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED MINIMUM 1)DRIVEWAY SPACE + 1 GARAGE SPACE): OFF-STREET PARKING SPACES. (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDEN7AL UNITS PHASING. THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN PHASE 2. BUILDING SITES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WTH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADD177ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SCOTT R. LLINS 7 SPRING HILL VILLAGE U Lie. N°. 035791 , o'K s oONALZo�01 'Al ROAD PLAN AMENDMENT y ^pN SUB201900158 N SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA RTz� a� g w I \ / i \ - - - - i \ �L --------------- ---------- BUFFER - I i REA _ yy OPEN SPACE C - ., ms4ACR� ---�--�- - � I BLOCK E ngcREs I m -� mr Eor Eor wr '- i _ • � � �/ �� POCKET I RKM4 91 q4 39 i `, OPEN SPACED 10.19 ACRES nc POCKET PARK d3 ¢o C �' i �IpPFER ARER , ca wr I� \ - - AMENITY SPACE �r j II ICI OPEN SPACE / i / I tm Ai .. : V •.J m, _ (0.09 ACRES) BLOCK G"\;I na 191 Eor LOT 1.47ACRES `\qR_�__ J 0.21 ACRES- f \ r N� QB 's Pn� PSCCKEI PARK#2 / AMENITY SPACE 7v �r BL CK F \ gT T I OPEN SPACE '..�{/ 1` '' , wi sr Oi5 ; mi5 I1 Larr f., i (0.83 ACRE) � i/\ I 1 III i LI �� a _-� A OT r aax a, e, - -- ----- - --- I wT L \ jI I LOT y' BLOCK D� 416 ACRES I Loi iL ILA Lm I OP NSPACE E ar (1.00 ACRES) COMMUEYSPA( K L AMENITY SPACE aT 'I Lm OPEN SPACE E I I Lor 11 - vz OPEN SPACE L (0.02 ACRE S ii IQID ACPE81 I l- / � _ IF- J - I - - - - - - Y ----------J _ BLOCK 'h I 13 ACE O ry m' I I Lm Lor LOT LLm Lm LLm I ml m' 'm Lor wr 'o, m, Lm Lm Lm l BLOCK A 9O 91 92 93 ' 95 96 9T 9e ya 1W /I � � OPENS ACE i ar w E OS6 ACRES (0:06 ACRES) I I - I' I � I POCKET PARK pl OPEN SPACE F AMEN mSPACE ACRES)) (0.63 ACRES Vie} �I __ I -- ---------- - - -_-P U.5-.3tT Zb- -- ' ---I - - - - -__ SC-OTiSVILLE ROAD -"-- -__ -- III I --.--_-- I \ j III � I j7 \\ \•�\� I j j III I I j � I STORMWA TER MANAGEMENT • AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE IMPERVIOUS AREAS: ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 oc. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (501- IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (RIW): 3.95 oc.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFSI7E EASEMENT. OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONSTRUCTION. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMARON. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THE FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY, PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN -*1- SITE PLAN 5 RT 20 ROAD IMPROVEMENTS 6 UTILITY PLAN -7- UTILITY N 8 GRADING & DRAINAGE PLAN 4& READ NOTES o DETAILS IDA ROAD CROSS -SECTIONS 41- ITY n'RTES o DETAILS UTILITY 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 46- RRAD o WATERLINE 'ATE PROFILES 47- RRAE) PROFILES 48- SANITARY SEWER PROFILES 49- SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS ROUTE 20 GROSS -SECTIONS 25 SIGHT DISTANCE PROFILES • 6- SIR' IT RIST NGE PROFILES • � DID' IT DIST NNE PROFILES -2& OFF SITE SEWER PLAN o PROFILE _29- OFF SITE SEWERPLAN o PROFILE 1_5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L&2_ SITE ENV6W DARK o RREN PLANTING PLAN! GR MN ENTRANGE PARK - ENTRANOE DARK ANB BOG DARK SITE PNG PLAN! R-1 TOTAL NUMBER OF SHEETS FOX0.44W O EXISTING CULVERT _ „ EARTH DITCH O CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. A BENCH MARK CURB CLEARING LIMITS a CURB & GUTTER - - - - - PROPOSED PAVEMENT T EC-3A DITCH 200 EXIS77NG CONTOUR DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVATION 6" DEP77-1 OF EC-2 DITCH APPROVED by the Albemarle County Community Development Department Date 11/03/2020 FileSUB201900158 - amendmentl 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 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. 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PLAT O _ CD CD C) D.B. 1 58 P. 88, 590 P i r� II ,ZONE 121 RESIDENTIAL � � � � � � -p � � � � -p -D � � _ i = Cfl O rfl c0 _ - 1- CO- - m-, O co - c _ O _ - _ - - - - o 0 0 o o 0 2 M---_ 121 2 F 2 �_ EXISTING MANAGED, EASEMENT SANITARY EWER O - \ ZON : 1 ESIDENTI , ' c0 t O z z l o�I C, 1 CD 2 S ISIx" 1 I - _ EXISTING UTILITY POLES m m - cp cp -� .- -� r -� - SLOPES P. iTY D.B. z8, PG. 06 _ TO REMAIN A- cn as_ w m I o ro w +� a,--_ rn -� m m o, ,-_ 53 7 —�_ 7� -_ - M H v _ I i— L _ - - ` MON. s �- J-- - 01' EXISTING VAR. WIDTH PUBLIC GRAPHIC SCALE c _- __-- r - - -�'� x7 ---._--_ R v-- _ _- — J- � ,-' -- �- _DRAINAGE EASEMENT I ---- - i T P90 1 - eo o x5, s nb zoo J 1 J � _ - - _ - "ssa GRAVEL � _ y --- - -_ _ \ 'NOTE: EXISTING OVERHEAD LINES TO BE oros- - D.B. z8, PG. 06 TMP 9pH F - _ LIMITS OF PAVEMENT D s DRIVE azeLmas gSPHA '' Aroxlmale/ EXISTING RELOCATED UNDERGROUND AND THE EXISTING UTILITY POLES REPLACEMENT/ o -L-_ _ 53 7 1 sass __ „ / 0.8.221R30 ___�___ __T_-1_-'__, - ,' -_-_- i SOUTHBOUND LANE - STRUCTURE TO BE P, Gomm. CHARLOTTESVIL 'PIS FULL OF DEBRIS - _ , —=-- -°He oerv_-' / poled I EXISTINGEDGEOF -- - - ----- - ___ - 25'85L _--7REMOVED _--_�- �- FSeruv6u-FOUSENSIRI5E 1 ( IN FEET ) -- --\�-- 15"CMP __ _ _ PAVEMENT ;--------------- _--- ---_ _ - ---_ 882993340 L --_-- -- - ------ EeEc $ IS G 1 inch 50 fL. --_- _ \ f -.\-�.�__�__�__� _—__• Foie ale �- - N,------- - Y---- ^ \ ----c - -----� ------ - ---- - Pease_ --- -- --- --------- ---- ec&Pho eFag ------- < _1 _ - S' EXISTING CURBING \ 1NVI _ _ _ '—el,e 2rtass- I_ - - - ---- _ E 3882993.340 --of-= s _ - - F --- -' - - - -- -- -Eec ane r,-oH - E EVATION 527. -TO BE REMOVED - O ' e _ _ _-- ---- --- -- -- ----- ----- - -- Por„ -- _ i - \`� W 8 ec, wz / o _ srp _ /EXISTING UTILITY _ ° €_. v-> _ m LLI z: \bJ.5, POLES TO BE -_ z �' FULL O _ e REMOVED- - - � In E� --. _.--- -r._ -- — - -- EXISTING UTILITY 'inV Ru-- 'z�_ _ - -- _ H�- _ ___ _ ' --- - _ I �,z2s9 Te'rv€a _ ----------- ---- ._ _POLETO REMAIN \ �_--��_ _ _--_-_---LU / ° ____ _ _. __. _ PiR4LP ��m. oc INV IN - - _ - --- - - - — -_ - U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) _ - - — — __ - _-- _ - MAILE liT oery owro _--<S _ o / /--.___.- �TnP LnW-r>. n41 - - -. —_ _ _ a IV OUT. "v `__-1 / �tn MAILBOX l - aw / - - - 1 _ _ - _ 552. 7 \\ MAILB�X \ SIG ° _ _ AL OF f}EBRI3 Q1m , ,� wv _ �/ ---- - _ --- ., _ _ _ INV OUT 55 9 7 m `-___ - -" -__ _ ,--- - _ - ----ivIA1L80X °, MAILBOX - FULL e TIMBER ¢__ -�_..> n - - / FULL OFD RIS WALL ,os opr oi.n+ �"N - _- - _ - o _ - s.,o Pal% m oe'a,r�,. - oeroery __ - __ -_-_ _ _--- - -_ --- ---- ---- -- -_ - Phf� ' m ti r __—__—__—__—_ o , / DT _ - - _ _ _ _ / MAIL _--_ IN. MAILBQ� I T P 90 2 E - --- ��--- --- -- -- — o J r pZ zaz _ — — -- - - - - --------------- --'-` E DIE LEE D ' I 9 I A \\ Prl 'Al VP Pa proximate -- /j "—"""'�-•�^ --. �\ A rox. 10' VEPCO Esmt. VDH. / _ � ��� "� v �' I P MON: �� ---�-" •-�------_ EXISTING DRAINAGE -- MI LEE B ST J < I v D.B.221 P.305 r D.B.462 P.116 EXISTING DRAINAGE - - - STRUCTURE TO BE- 1 m _ EXISTING LANES ` • , D.B.288 P.80 bhc Service Esin t. , I LIFE STA E I P 90-21 I I TO REMAIN \ _ v ,\ LIMITS OF PAVEMENT STRUCTURES AND T-MP 90-21 H - - REMOVED - - JERRYLEEAND m9 T 90-21F - '.� \ TMP9021H I ---- I -- --- ---__ D.B. 3716 P. 243 INaI I STE HEN B. HE RY ' - `TMP 90-19 I \ DOROTHY B. HUNT D.B.3289 P 68, 71 PLAT I� _ WI BU R.ANDEV i _ 4 REPLACEMENT FOR — —-�__ \ CULVERTS TO BE-,scenas' ' ' D.B. 325 P. 367 PLAT I DE "�"o I D. 2816 P. 7 �' - JULIAN P. BATTEN, JR li • Q y= p ,\ ' - "r3 I ZONE: RURAL .B.. 3767 P. 332 ', D.B. 3 6, 3 P_I AT r I IFFLETT I I " - A / \ S \ \ NEW DRAINAGE PIPE REMOVED D B 1717 P 31 I �zX� \I �\ --'-- - - - - - ---- - D.B. 3289 P, 68, 71 PLAT i _sza-' sza- D.B 325 P. 367 PLA I 1 D.B. 19. ..718,720 P T 3 D.B. 1717 P. 33 1 --Q.B, 1717 P. 31 c v Nmpo CROSSING D.B. o \ \ -- _ _ �6No- i I a I ZONE' L \ _ D.B. 1350 P. 226, 227 PLAT - - NE: RURAL I I D.B. 1350 P. 226, 227 PLAT i D.B. 1350 P. 226, 227 PLAT - - - \ '°,'g,6 \ , _ volro- �j; - - - - - - - �- - o ZONE: RURAL ZONE:RURAIL "� ..�,, ZONE:RURAL , a \ - CY) ti M CM M N M w J J I w L9 z< U W I w RM, AM z Lu Lu Q z U-) /Q z LL O M Q OO LL n (Lu z V Q X IJ w _J H� 2 z H^^� I..L V / w O U) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 2 HKUYUNtU A!)VHALI VAI HWAY "L� - I IU. / ' "-' ASEM NT LOT LOTAREA BUILDABLE LOT LOTAREA BUILDABLE - - 5 - I MAINTENANCE EASEMENT I ` �yll GRAPHIC SCALE NOTE:RETAININGWALLSSHALL----�SEEASPHALTDETAILONSHEET1o. 22 - I ` nP o w NUMBER SF AREA SF NUMBER SF AREA SF I I m LOT ti I OT LOT OT OT I N N v 30 0 1s 30 e0 120 1 2,864 1,518 51 1,824 1,388 L REQUIRE BUILDING PERMITS v \ I II o I 1 ° 18 1 Y I 2 1,571 1978 i2 2,170 1,310 PROPOSED SEGMENTED RETAINING WALL LOT I I T 53 � 5 5 PLANTING STRIP \ j I ° of LOT h •;I �^ I 1 LOT 2 1 50 PROPOSED 6' II o - w 'I I O C i 1,571 978 34 2,176 1,310 o + NI a I °o w/ HANDRAILS -SEE GRADING SHEETS FOR 4 - \ LOT 55 5 0 1,352 ZSa 94 4,300 3,'2r3 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 56 Iml M CHL E -SEE HE + 1 1 I - + N FEET SCOTT� ' I a �' .- \ LOT 5 I I I III II I li I 1 V, 1 ill 1,- ] I�> i ,acn = so IL. o i 2,7G9 1,366 55 3,326 2,686 m I q9NO PARKING 6 SPEED LIMIT SIGN 1 U Lic. No. 035791,E E 2,654 1,321 i6 4,060 2,806 LL I ,, OT 58 - -- - SIGN (TYP) N l d 10 27 I ml LOT 16 NOTE: SEE FINAL SITE PLAN FOR DETAIL OF / /20 w _ \ \I II I-- I \ N O, 7 1,853 1,113 57 4,091 2,871 PT:1 +20. N' _ 5 45 LANDSCAPING IN OPEN SPACE/BUFFER AREAS I �S Gti m I o R LOT 59 �' - STREET ONAL 8 1,II6� 873 !4 3,3SS 2,714 w w 60 \ I I - ONT CK - -- ' SIGN P)\ ` STOP SIGN (TYP.) L ROPOSED GUARDRAIL St E� Z 1,450 858 D9 4,217 2,992 Z III _ m zz' z zz z8 iTY LIMITS OF PUBLIC ROAD R/W I 1a 2,:54 1,182 'SC 4,228 3,009 I 1 �v °�. P . \ m \ °o - a3' 1 9 PROPOSED B' WIDTH 11 2,II46 1,159 Sl 3,3-6 2,753 Z LOT �` I 4 iJ " ., v R 4 ' 1 ANDSCAPING AND arj 61 F\` `Q \'- -z6 0. e a - + a 1 o MAINTENANCE EASEMENT 12 1,773 1,C34 E2 3,447 2,806 C \,- �' PROPOSED PG1 + 66 v_-_ o 1 1 r - 15+50 51z'R 16+o0 5 49. VL N n 30' LOYO LA W Y 17+50 + TRANSITION FROM CG-6 CURB 13 1,421 836 S4 5,218 3,745 cn C o +a0 CG-6 (TYP) �� _ e U _ _ N TO ROLL -FACE CURBING 10 1,422 830 S4 4,710 3,424 Z 1 j +R�` "' 15 3o' PRIVATE ST ET I ¢ �ry LOT i4+5p Y- 512'R PROPOSED STOP BAR (TYP.) 16+50 \ el 17+ooEASEMENT PROPOSED I F 13 2,749 1,030 EG 3,654 3,016 i Ei 16 2,846 1,134 E6 3,380 2,742 n °c9. ' ti �` L STREE o R TS 62 _-I�lk(OLAW T I ° �'.•I ` cG-z(TYP) I i goo PUBLIC ' . m 1 d o h 4 4z 17 1,770 1,030 W 3,854 2,686 STREET SIGN (TYP} 9 LOT / J +I N PROPOSED 8'WIDTH 18 1,416 824 6R 3,841 2,696 %ti / 3z' - --- 3z' - N - --? r 4 -LANDSCAPING AND 13 1,770 1,030 EC 3,i41 2,6a6 i 63 ap 9 1 LOT MAINTENANCE EASEMENT 20 1,416 824 70 3,245 2,606 1 (PROPOSED 3' DECORATIVE WALL kip a o b ? 15 ° SEE SHEET io FOR ROLL-TOP (NOTE: WALLS YIN HEIGHT OR LESS DO , y3 0 21 ( - �I I L ° CURB ENTRANCE DETAIL L 21 1,770 1,030 71 4,308 3,026 T' I N PT:16+o0.59 a L 22 1,770 1,030 72 4,308 2,970 026 j 1 I NOT REQUIRE RETAINING WALL PLANS ro LOT 66 PC:1 +0 0 ° 1,1','' STOP SIGN (TYP. + „' i PROPOSED 6' -6' LANDSCAPING I 2 14 3.7 u 23 2,301 1,081 74 3,389 2,743 11 ��' P i PLANTING STRIP AND MAINTENANCE EASEMENT PROPOSED E/p E/p 3. L TMP 90-35 Z z 6 I PROPOSED 6 30' PRIVATE O u 2II 1,770 1,030 74 3,364 2,724 l i \ \ \ h D 38z PG 38-19z' ECG-1z (TYP.) 66' ALLEY EASEMENT DUANE E. AND ROWENA M. SN ¢ PLANTING STRIP / v 5' o m 1 LOT 181 25 1,416 824 70 1416 824 70 4 376 3,389 169 ~ �� % �' PROPOSED O ' I D6.538z, PG.138-1gz D.B. 702 P. 792 I --------- ° 6' LANDSCAPE AND - \ `_ ^� po/ i .Q CONCRETE SIDEWALK m N 1 z 13 MIN:) D.B. 657 P. 234 PLAT O Ln m f MAINTENANCE EASEMENT '� °° 9 ( ) 1 I F/C F/C I W b N REQUIRE BUILDING PERM G MALLS S TSLL o In u 27 1,770 1,030 77 3,732 3,OG9 ai i ti ti PROPOSED CG- B ENTRANCE TYP. \ LOT LOT °° I 66' q DB.538z, PG.138- gz %- :,� /// SEE DETAIL, SHEET 1o. LOT LOT 1 NI LOT J �..� p a [ 28 3,728 1,823 76 3,627 2,984 LOT ti' 82 83 1 `°" N I J o r NO PARKING : 80 + + 12 \ m u l I LOT 81 25 2 1 2 4 84 1 I z 210 90 70 0 3,0 2 Q 30 1,792 1,351 &, 4,016 2,87i I 64 SIGN (TYP) ,' �0 79 I \1 1 NO IPARKI PROPOSED SEGMENTED RETAINING WALLS w - I III / ry _ `'' \I 1 PROPOSED VAR. WIDTH I I � I 66' � I I '' w/ HANDRAILS- SEE GRADING SHEETS FOR W °C 31 1,798 1,351 81 3,380 2,742 CI p i - ANDSCAPING AND, ANDSCAPING AND PARKIN h LOT FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 7 -' , ryo / 0 8 N -- - MAINTENANCE EASEMENT J 1 SIGN (TYP) plm° 11 L - J m PT: 14+61.31 32 1,852 1,01@ 82 3,377 2,736 n 10' LOT o ----------- E----------- ------ -- ry < 33 2,947 1,428 84 1,605 3,0112 j ry I LOT h F' 421 c 3II 3,082 1,374 84 2,156 1,310 6 / ° 7 $ 6' 32' _ 3� - n 66' TRANSITION FROM ROLL -FACE 5 ^� v 3 - I v 5 SIDE SETBACK CURBING TO CG-6 CURB AT F 35 1,764 1,323 94 1,281 962 1I ----------- 36 1,715 1,274 86 1,281 962 / C�' Q OI -� DRAINAGEINLETINTHISLOCATION WALL MAINTENANCE EASEMENT / �, LOT I - I o ti � '` (6' MIN. TRANSITION LENGTH) C 37 1,713 1,272 87 1,605 1,204 io , PG. 19z �P - - _ - - 3 LOT 38 2,854 1,902 88 2,17e 1,3ai 9 5 / 77 �� v N N + I - , PROPOSED 6' �' - "' r rNl 1O + ml it LOT PLANTING STRIP LOT ���. w _^ h L N I c 33 3,001 2,042 99 2,170 1,338 "I w z NO PARKING 40 1841 1366 99 1605 1204 II I 66 76 PROPOSED __ -� j Il , �I LOT 68 N SIGN (TYP) o vo + N' 41 1,79a 1,3sa 31 1,zsa 96a 1' o \', 3 , SWM FACILITY::,_ lip g L I ry �I\ ,, '/ I_ -i SIGHT DISTANCE=17o' VAR WIDTH LANDSCAPE / _ Iz 42 2,251 1,59 Z2 1,281 96a N I rv, ''-°_t-. o/ Ilz 6 98' AND MAINTENANCE EASEMENT '' i' i ' - - - - n o LOT 9 m i• y m I iD PROPOSED GUARDRAIL 4i 2,508 heal 9� 1,612 1,212 m PROPOSED 5' \ -, aB. 8z P 8-1 r '+ - II r1 44 1,875 1,434 D4 2,170 1,334 ! - LOT ry CONCRETE SIDEWALK S7 83 3 9 ' PROPOSED to 0 4i 1,84E 1,OL6 99 2,182 1,334 I ' S QFS Te 1 / 1-`:. i CONCRETE SIDEWALK . `j I o I 7p' �L y 30'' w ci � 8 6 F PROPOSED SEGMENTED RETAINIIN NG WALL o ~ PC:1 % NI O V O ¢ O N 48 1,869 1,428 C6 1,612 1,217 7 .I °Il 9C� - - - w/ HANDRAILS - SEE GRADING SHEETS FOR 1 + L T n + ROLL -FACE CURBING o o 0 N - FINAL WALL HEIGHTS AND DIMENSIONS TYP' PLANTING STRIP / o 1+64.57 7 1 - - - (TYP.) PROPOSED 6' ] ~ I t " FOR DRIVEWAY ACCESS - 47 2,474 1,573 57 1,296 974 1 PROPOSED VAR. WIDTH -- T ry L --- 46 2,383 1,050 99 1,297 975 ---- --_- --- O1 ANDSCAPINGAND RIP /I u- --- -__97' _ V p 1 MAINTENANCE EASEMENT // LOT17L < 4G 1,798 1,35; 99 1,623 1,226 01 --- - _ _ _ W l I I PROPOSED 50 1,889 1,36G 100 2,117 1,325 m PROPOSED CG-9B ENTRANCE (TYPJ j +� r°jl LOT m B 0C K D _ _„ i 6 Ia CG-2 (TYP) w1 Nz .., ---.-. , , _ to N I v SEE DETAIL, SHEET 10. " 1 .16 AC o l71 68L9 T omo /z E/P 97 Z I oil o mN ---- 7z�-- ---- WALL MAINTENANCE EASEMENT mZ E 75 ----------- DB. 8z PG.181 z NOTE. RETAINING WALLS SHALL OPENSPACEJ z k of ry 53 3 9 TMP 90-27B yc F/c - 4z = + ~ STEVEN W. AND BETTY C. JOHNSON i I o 97 b 4 7 74 ml N (1.00 ACRES) uI O NM 5 F M D.B. 1026 P. 715 NOTE: SPEED LIMIT SIGNS WILL BE Q m C7 D.B. 629 P, 616 PLAT j N Z QI R/W R/W F M r C> I L N }-------____ O� V VI REQUIRE BUILDING PERMITS I LOT o N ¢ NI LOT Y wi TRANSITION FROM ROLL -FACE - N Z M ¢l LOT m, - -- 1 F- N ° 97' 1^I CURBING TO CG-6 CURB AT 1 69 F- REQUIRED TO BE INSTALLED UPON T �O 74' w NOTE: SEE FINAL SITE PLAN FOR DETAIL j o '= ° N, -- SIGHT LOT L DRAINAGE INLET IN THIS LOCATION - w m N u11 REVIEW DURING CONSTRUCTION DISTANCE EASEMENT /I I I at- + M OF LANDSCAPING/FENCE BUFFER AREA Z wI I BY VDOT TRAFFIC ENGINEERING I ((TYP. 4 �L 7 (6' MIN. TRANSITION LENGTH) M B.538z, PG.138 19z O o P I / � C.1 + I 97 - LOT 1 33 45 LOT 7s' r EIA EI I N O wl I I iv PROPOSED o 11 -i I 1 inI 73 m CG-6 (TYP) rn o f ri. s L N O LOT PROPOSED LOCATION OF MAILBOX KIOSK + 3 _SEE SHEET io I 70 m - 7 ( I �o CURB ENTRANCOE DETAIL OP O W IN N I 98 FOR CENTRAL MAILBOX LOCATION I / 6' + N .' NO PARKING of LOT - - - - - _ - - STREET LOT PROPOSED 6' PROPOSED SIGN (TYP) I Q ry °N N - - - - - - - CONCRETE SIDEWALK h Q SIGN (TYP) 72 NO PARKING CG-1z (TYP.) L SIGN (TYP) TRANSITION FROM CG-6 CURB > Q + PROPOSED STREET 79'( STOP,' I I a I� ; ,I TO ROLL -FACE CURBING 5' LANDSCAPING I I LOT SIGN (TYP) CONCRETE SIDEWALK POSEDSCG-6 (TYP) SPEED LIMIT SIG SIGN (TYP) LOT 1 uj AND MAINTENANCE EASEMENT a 1 w 1' ' °I m m PCC. 18+ L J DB.5382, PG.138-192 I 7 m IMITS OF PUBLIC ROAD R o 4 82 g - I PROPOSED 1 d014 /W 7 - OPEN SPACE G (0.10 ACRES) I I I PROPOSED VDOT STD. BARRICADE i i I 6' WIDTH LANDSCAPING I AND MAINTENANCE EASEMENT DB.5382, PG.138-192 I PROPOSED CG-9A ENTRANCE (T SEE DETAIL, SHEET I CONCR 6' WIDTH LANDSCAPING � AND MAINTENANCE EASEMENT DB._, PG._ I 1 TMP 90-27 LOT 1A 0 H a STOP OPEN SPACE E ° W ZQ % a 35 0 a SIGN (TYP.) 0.02 ACRES) " C) IV SPEED LIMIT SIGN -� / 1 a o Q 0 of 14+50 015+00 0_ 15+50 e BE -LANE 1 N-LANE J 600'RR� n d ROPOSED GUARDRAIL 300' u, VAR. WIDTH PRIVATE S REET EASE M NT NO PARKING Q 9G.1 8-1 z SIGN (TYP) _ o G •a1 0 L u a ry / x4s8 z R 9 IMITS OF PUBLIC ROAD R/W w �� ! _ _ PROPOSED 6' ~ PROPOSED _ _ _ _ _ _ _ STREET CONCRETE SIDEWALK NOTE: SEE FINAL SITE PLAN FOR DETAIL OF J CG-6(TYP) -- ------ --I LANDSCAPING IN OPEN SPACE/BUFFER AREAS J E7 SIGN (TYP) Ln654 ooP % PROPOSED PROPOSED 10LANDSCAPING EXTEND CG-7 CURB THROUGH * CG-iz (TYP.) AND MAINTENANCE EASEMENT NOTE: SPRING HILL HOA SHALL MAINTAIN NTERSECTION AND TIE-IN LJJ SIGHTWITH EXISTING PAVEMENT F ry DISTANCE EASEMENT B LOCK A THE T ASPHALT SHARED USE PATH AS - - I L PART FTHE LANDSCAPING PERMIT J 7C DB.5382, PG.138-i92 0.56 AC OJ R 7W CONCRETE SIDEWALK PROPOSED 1o' LANDSCAPING I (j) - -I AND MAINTENANCE EASEMENT I ROGER SCHICKEDANTZ - 6' LANDSCAPING • ". SPEED LIMIT SIGN D.B. 1244 P. 461 I n AND MAINTENANCE EASEMENT 6' WIDTH LANDSCAPING .NOTE: SEE FINAL SITE PLAN FOR DETAIL PROPOSED 6' 16` TRANSITION PROPOSED 1o' PUBLIC OPEN SPACE A \ 16' ANSITION FROM TIE-IN CG-7 CURB TO EXISTING LLI D.B. 629 P. 616 PLAT , - DB. 8z PG.1 8d z OPEN SPACE F AND MAINTENANCE EASEMENT PLANTING STRIP o I CG-7 CURB TO CG-6 CURB ACCESS EASEMENT (0.06 ACRES) CURB - MATCH EXISTING GRADE D.B. 530 P. 164 PLAT _ - DB.� PG. _OF LANDSCAPING/FENCE BUFFER AREA I I ' "> PROPOSED 10' PUBLIC � -- - - � PROPOSED * 1 I I PROPOSED ACCESS EASEMENT (0.63 ACRES) \ n I I STREET SIGN (TYP)__ _ POSED PROPOSED J _ - - - - - - - - - - - _ CG-6(TYP) - ----------------I BENCH MARK IS I SWM FACILITY -- - - =- - - - - \ TRANSITION � PROPOSED PROPOSED CG-7(TYP) PROPOSED HARL TTESV LE GI _ 3( ) NSITION FROM \ CG- TYP C O IL S $ - - - - - - - I- CG-1z SHARED USE PATH ROUSE SIRINE _ CG-7 CURB TO CG-6 CURB i m - - - - - - - - STATION 105 O 1.35 AC PROPOSED STOP SIGN (TYP.) pT: zo+86.8g �j _ - - - - - - - - _ _ _ - PROPOSED N 3882993.340 O PLANTING STRIP \ � \ - � CURB CUT E 11482334.683 N - - -------------- _ ELEVATION527.7± -------- - --- - -- - "ADATRUNCATED DOME SURFACE (TYP.) C3 ED 8'' A ; D�iA-TI//O/l/lI//�//1/O//�/%Y/�/,�//�/�/�% - PROPOSED PROPOSED8'ASPHALT� oSHARED USE PATH --------------- ° „ N NOTE: SEE SHEET5 FOR DESIGN - - - - / CG- _____ ------ PROPOSED ------- zo----------- 7(T SIGHT DISTANCE=665' CLEARZONE _ PROPOSED 10' PUBLIC zo °• N - (TYP) ---�_ OF THE ROUTE e° 3y _ ----------------------------------------- ACCESS EASEMENT CLEARZONE CG-1z(TYP.) PROPOSED __ CG-iz(TYP.) �" ---------86'--- ---- a 16 9' ~ v -------- TYP)50 10+00 �'' / 10+50 11 +p0 W 11+50 5 LL SIGTiT DISTA7N� 2z ,- + 12+00 12+50 5 13 Op- - -� s - 13+50 R 14+0 00 _ - - - - -°+-J-+ - a o i N v ' - i - - -1 - 1- BERWYN LANE STOP _ W LL VAR. WIDTH ATE EASEMENT SIGN(TYPJ _ _..27 16. 20 20' _. 37=- •. z6' 1 6 _ 20' 26` 26' 20' y16' 16' 20 I -- - - YP.) -. _16' _. - ETBAC -..- PROPOSED -- - - r - - �3 _ 50 Z _- 16' 16' 1* _ Z - �3 NO PARKIN (TYP:) 1o. 1 CG-1z (TYP.) (TYP:) I N 2 I I I_ (TYP.) I TYP.) SIGN (TYP) PROPOSED 5' ETE SIDEWALK- r L J ,n L J I LIMIT SIGN. L - J r • _ J _� J n J CON L - PROPOSED 5' PROPOSED CG-9A �II (TYP.) SEE DETAIL I _ J ICI JSPEED n CRETESIDEWALK ENTRANCE , 5HEET1o. ^ n h ^ rl �^ H F^ ¢ s LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 11 Im- u1 LOT LOT LOT LOT LOT LOT 84 85 86 87 88 89 I 90 91 92 93 94 l0 95 96 8 97 9 99 100 - R SET - - yVALLMAIN_ENANCEEASE_MENT S. z��.1 z - N I 16' - z6' : z ' - z ' o _ 1 ' 6 16 - zo' ' - z ' " 3 ---- - - CG-3(TYP) --_-- w F - if / __ PROPOSED PROPOSED o a w m NOTE: SPRING HILL HOA SHALL MAINTAIN CG-7 (TYP) _ CG-12 (TYP. ---------------------- _ _ _ _ _ _ THE V ASPHALT SHARED USE PATH AS PARTOFTHELANDSCAPINGPERMIT ---- PROPOSED STOP BAR (TYP.) U.S. RT 20 SCOTTSVILLE ROAD (55 MPH) _ -- - t JOB NO. - _ _ ♦ SiGHTDISTANCE=665-- 182157 ❑ MAILBOX ------_- ❑ _ TIE -INTO EXISTING - - - - - - - - - - - - ROADPAVEMENT �► PROPOSED MS-1 HWPB.1 PG.354 80' R/W ) EXISTING PROPERTY BOUNDARY ___ PROPOSED _ ---___ SCALE MAILB X _ CONCRETE MEDIAN ~ CONCRETE BETE _ ------ 1" - 30' SIGN ❑ SHEET ND. NOTE: SEE SHEET 5 FOR DESIGN MAILBOX MAILBOX - -- - - - - -0 OF THE ROUTE zo IMPROVEMENTS INV IN, ni nl - ❑ MAILBOX 3 I - i TH CAD TARP 90-27 LOT 1A. ROGER SCHICKEDANTZ - 554 1= � -� ' = -SCOTT R. LINS7� Ss° D.B. 1244 P. 46 52 54 U Lic. No. 035791 � Dip. 629 P.61T PLAT - ��- i�.,: dp 10/27/20 - - _ - - _ _ I - - - D.13. 530 P. WMPLAT n^ i - - -- ° V -�_ l \:III _ N o C�� �- - \ \ \ \ - - - - - - - - 560 - i I / It Li - -- -_ -- - -- - - - - < �\ •� I - - \ \ \ - - \� - I -- S50� i � PROPOSED 8' tN6 -- - -- - _ SIGN o - ❑ \ f - \ \ \ \ - - �- - - - - - ems, - - - - - - - - - --ASPHALT PATHWAY- - - 5 - - - F_ F_ - _ _MAILBOX - _ _ _ _ _ - - 9+00 Pole a1+oo__-------- �-�-- - --- --- _--SIGHT-USTARCE_66CLEA_R70N z z -.c- =----= ------ _❑❑ MAILBOX - / \ 2 i o0 \ - - TMP 90-21G_ \ w - � -� - - - -- -�� a- — \ In 14+00 ' z z THE RECTOR AND VISITORS oo�--->��� � _ � \ �` -- -1-_= _o_-- _- -- Q � � OF THE UNIVERSITY OF VIRGINIA \ MAILQETJBOX E o ❑ / 1g+oo hh / / EXISTING EDGE z Z p In Ln D.B. B X1 P. 279 - - _ - \ OF PAVEMENT HWPB XI P. 75 SIGN MAILBOX 1 O a 0 0 I — ----- / // MAILB XI — — — - _ _ - a a U F�1 In SO F- � - _ o-I-EXISTING EDGE -- Q w p z z % - - _ OFPAVEMENT 550 V/ z _I f � Q 0 0 � w w I - - - - - - - - - - - - - - - - - - - - - ' > z � f LOT TMP 0-21 E \ W K �-' ¢ ¢ TM (90)-21 D \ EDDI )LEE AND JE RY LEE AND D.IB. 3716NN E EP. 24 PLA E BEST Ll E ESTATE D.e O 67 P. 32 T TM 90-21B g g LAT ST HEN B. HENR TMP 91-19 TMP 9 -21F JULIAN P. BATTEN, JR. o I D.B 338 P.283 / LOT )) D.B. 1717 P.33 U. 338 P. 36, 37 LAT WIL R R. AND I D.B. 1350 P. 226,227 PLAT I O O EVA . SHIFFLETT � I � I I I D.B. 1 34 P. Tn Tn718, 720 T 0 0 EXTENG-6 CURB (TYP.) , % / j / / / 1 AND TIDE IN WITH CG RB THROUGH INTERSECTION w w - -CG 6 CURB (TYP ` AISLE ORtyE .'r r �q F i / / 3: ) EXISTING PAVEMENT - I TRANSITION ROM CIS CURB TO CG-6 CURB - _ - -- - - - - - E _1 $ - . - - - _L - - - - - - AISLE PROPOSED 049 GRAPHIC SC E 54 •" - a l 109 _ 108 i STREET SIGN \ 0 z R\ r \ \ \ aD o s sD s0 zo lj ' h 4-- h p ,YN -1 \ TIE-IN CG-7 CURB o C3 o / I w i - w CG-3 CURB (TYP.) TO EXISTING CURB - ` N d0 \ , ,, 77. - ;, - ° °D PROPOSED PROPOSED 8' ° - - 1 inch = ft. m + 1 P CURB CUT _ - - MATCH EXISTING GRADE a 0 0 I - CG-12 (TYP.) ASPHALT PATHWAY L - o EMERGENCYBYPA55 --k N I j - T -- -- - ---- ------ -- -i-RIPRAPOUTFALL BENCH MARK IS \ .•or' .w 107 - - - �, CHAR LOTTESVI LLE GIS PROPOSED --_ - _ a6' _ ,� w - - SL.� ROUSE=SI NE - - - _ ~ 53 _ Rl 6 - ti \ \ PROPOSED - i/ '` - - -6- - - - - /. 112 IV PLANTINGS IF, _. � s -' �/ , z4' I -1- � °SZ�TgION 105 IN IN \ 106 -- - DRIV pRIVE ( 11482334�i89 \ - - - _ �� - - - - - - - 9$ STOP SIGN - - - IiAISLE 75 NSLE ELPVATION 527.7�: dOls� - - 10 �.. Elc( �:. ;, 111 _ - - - j -- \, \ -- g6 - s o_ 3 102 --- - -- \ - f 0 / ylll/O //l _ s34 : _ _ �h LEARZONE - _ - - 536 - - - ]als ---___ - PROPOSED ham\ o i F ` - P-) ems- �'� \_ - - - - - - - n_ "' CG CURB (TYP.) z w - of h TM - - -- 8 ` ' 7 - - - _ CG-12 (TYP.)/ ?;\ g C N z a +00 N Nz z 50' TAPER I - - - _ -- 24 ' IL - -- - $ \ '' F ¢ �"' \; 1]+00 ry w - x - TEL PER -` ` ---- - _ - -- - -- - — Cy! W p w 18+00 " _ ¢ l01 zoo' TURN LAND- ` - - I 10 a9+oo ,/ T - �SzB�- " - -I �► 16+00; U.S. RTH1011/PBOG 354 80'TTSVILLE OR/W AD (55 MPH) _-HTDISTA - - - _ - - - 530 - - - - _ - - -- PROPOSED - 5 z +oo--------_ - - -- - 5 4- - _- -- -� _ OCR -- _ - - x E ee ° z -�, i oSIGN _- - CG-1z(TYP.) — — _ — �- - — J - -- -- -� - 113 ----zoo' -- - _ _ _ — oHroHTv \ \ _ - -- - �MAILBO CG 3CURB(TYP.)- - - -- - -_ - - -❑ - - - �► TAPER - -- - - - �� - _ N \ l LIMITS OF MILL & OVERLAY_ = - _ MAILBOX - _ - --_ _ - - w - - - -- - \ Pole � �, \ � -------__ -___0 _�$�, N \ Phoneo / SEE DETAIL, SHEET 10 - _ \ w r - - - ----MAILROX - - - z1+°O --- _- _ - _ I j - - - - - - -� - - - -0_ yo' PROPOSED MS-1 l - - 00 --__ - - - PROPOSED MS-1 CONCRETE - --- , `-zz+ -m- - - - �, Q - - - - - CONCRETE - - - - - - - - -�- _ J MEDIAN (TYP.) _ - - _ _ _ _ - - �� > Q V� \ \ VDH. MEDIAN (TYP.) - - _ - - - - - - - ---- VDH. PROPOSED NEW TURN LANE - - - = -- f/> \ 520 Lu MOH. MON. - - - - - ao'-z3+oo--___y J z z -- --- - LIMITS OF MILL & OVERLAY7w � \ LIMITS OF MILL &OVERLAY , - - ��-�, -sue _ -- - - - - w - J Q SEE DETAIL, SHEET ao _ - - - - SEE DET 1AIL,SHEE T io-- EXISTING EDGE OF PAVEMENT - - - Z - i > J 2 I (n W I \ TMP 90-21 H � 520 , _ TMP 90-21H _ DOROTHY B. HUNT DOROTHY B. HUNT _ _ D.B. 3289 P. 68, 71 PLAT �� Q - - -___ = 5zo - _ W i � — -520- -.__ I D.B. 3289 P. 68, 71 PLAT Q Q I D.B. 1717 P.31 \ D.B. 1P. 31 2 = \ D.B. 1350 P. 226, 227 PLAT \ I D.B. 1350350 P. 226, 227 PLAT Q - -�- _ _ _ I_ J CZ r 2016 ROAD &BRIDGE STANDARDS 2018 ROAD &BRIDGE STANDARDS n: = CG. NOTES: 2" 5' L THtS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CUSS AT F CAST N PLACE, 4000 PSI F PRECAST. 0. C01/NATION CURB a GUTTER HAVING A RAINS D - SHNL BE R� I&COOMBNATIIOON CURB h 2 R PM FOR AS &: D•: 4. FOR IISE WRH STABEIIEOORNKAOF OPFN-0RAOED OF BOTTBE • • SURFACE CI NOLFUf ERTK OW I�MICTED + • RA. ' AA. D.� PARALLEL RATi:DD To n1 SUBBASE D.� • PAVEMENT. • ;A. A • • 5. CfOLASS FOR TiE USE OF IS BASED Ey • . ■ D.� D.� ON ROANE DESIGN S PEECI AS AP Am THE VDOT ROM DESIGN AS RDMNAIN QPENDN T10N /M VDOTROAD • A A BASE UAL IN T ICTO WN1N N ilE SECTd ON LWBNR OS STNONOB. D,�• D e. BRNERtI�CF'UCISBHT/ TK2RCEETPMH�W IS 0 INTO MARE WTI FI '• e • °, e • ° �IR OPEIlIGS. N STANDARDS CAN BE WOE AT D.� • D.� • 7. VRVN C MIOWTN3E CURB AND CUTTER IS STANDARD TIE DT EMANDE CUTTERS OR STANDARDMW BU�SE CONNECTION OR STREET NTERIM DARE HAVE CONFIGURATION RA THE MOMTABLE L1RB NCORPORATFL. THE MOUNT KS CURB T n - NOTES: T^T 1. THIS M31 MAY BE PRECAST OR CAST N RACE. - D D D • D D - D , • • A • • IL 2. CONCRETE TO BE CLASS AT F CAST N PLACE, 4000 PSI IF PBECAST. A A A. A A. 5. CURB HAVING A RADIUS OF 500 FEET OR MESS (ALONG FACE OF ORW WLL BE PM FOR AS RADIAL OURS. H. THE DEPTH OF CURB MAY BE REDUCED AS MACH AS - - - - - - - - - Y CO. O'PTNN OR INCREASED AS IDtl1 AS S' (W DEPTH) N ORDER TINT THE BOTTOM OF THE CURB WEL CONOOE _ � THE BOTTOM OF THE CURB AND WITH THE TOP OF A COURSE OF THE PAVEMENT SIRSTRUCTWE. OTHERWIBEE,,THE DEPTH 5 TO BE IS' AS S/IDON. NO WY BE COI6TINCTEO THS AREA WY BE CONCRETE AT 71UlLEL TO TIE SLOPE OF ADJUSTMENT N TIE PRICE BID IS TO BE MADE FOR A TIE OPTION OF THE CONTRACTOR SUmASE CO:RSES PROVDED A DECREASE ON AN INCREASE N DEPW. MIL DEPTH OF 7" S MAINTAINED S. CC-3 IS TO BE USED ON ROMWAYS WETNO THE REOUFEMDNTS FOR CC-7 AS SHOWN N APPEIDO A OF THE VDOT ROM DESKIN MAW.AL IN TTE WCTIOIN ON GS URBAN sTNONOS. e. W7F11 7I115 STANDARD IS TO IE TIED INTO EIOSTNG BARRIFA THE TRN6"ICN IS TO BE MADE IN STANDARDS CAN BE MADE CKANGE AT Ga ��R°� 5 STANDARD 4" CURB �RE"� D STANDARDS COMBINATION 4" CURB AND GUTTER ROM NONDB IDM SHEET 1 OF I REVISION DATE 105 SLEET 1 OF 1 REVISION DATE DS VERGNA DEPARTMENT OF TRN6PORTATION 502 VRGNA DEPARTMENT OF TRNNSPORTATION 502 211t.D2 � 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS _ U Q w Lu -->- - -"- _ _ 1 I I. _ - - TMP 90-35P W (D O _ _ BETTY LEE PROPERTIES, LLC II �� - 530 _ - - - - - \ - - -- - \ \ D.B. 4195 P. 182 Q I _ c = \ _ - - - _ _ - - - _ \ D.B. 928 P. 474, LA PLAT Ln U) ,__I O Z � � __ _ _ _ _ � \ \ � .. �- - - D.B. 928 P. 237 PLAT (/) J N - - TEL PA J - SIGN— - \ ' ^ t — -520 �. -- -- �:: -- 5zo Q LL �{SL. - _ - - - - - - MAILBOX O %� \ — V TMP 91-18 WENDELL W. WOOD D.B. 1727 P. 674, 677 PLAT D.B. 1707 P. 582 - - - - - - _ D.B. 1571 P. 245, 246 PLAT D.B° 288 P. 347 COMM. OF VA - - - - -- JOB No. �— D.6.279 P.493 PLAT 182157 SCALE SHEET NO. 5 LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 -_ — LOT 5 I LOT 55 / - LOT 57 I '� ATC' LIN - SE '5H T7 OT 5 I -- --- - -- MH-27 - I VAR. WIDTH ACSA, MH-z6 \ `�T OT60 UTILITY EASEMENT (TYP.)' I LOT 61 — --- �� 16+00 62 L "OLAW ! i �� vl 14 S° x - I — LOT63 — r PROPOSED 8" CL 52 D.I. WATERLINE PROPOSED WATER ! I SERVICE LA PROPOSED 8" IN -LINE G.Y. - AL (TYP.) TER I RC'OSEDA.R.V. I ) F +-I - - c— PROPO ED FIRE HYDRANT i � I ASSEMBLY WITH 8"x6"TEE IF . -� x° i y� I LOT LOT , i ' LOT T ; I 0 LOT � a � L !I LOT $2 - - 8-3 MHF-28064 81 PROPOSED SANITARY 79VAR.WIDTH ACSA - - - EWER LATERAL (TYP.) UTILITY EASEMENT(TYP.) % I l DB.5382, PG.138 192 / _-------' I' LOT l------------ , I �. xo / I --- _ — — — — � __ _ _ 65 ! % LOT 77 - ---- - �� ' ! I LOT ' � �' // � LOT ! II r TMP 90-27B I 66 PROPOSED WATER 7\ \ 76 / �: • r'� STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT �! : ' : " ' D.B. 1026 P. 715 i I � � T i ,/.ASSES BLY WITH 8"x6"TEE D.B. 629 P. 616 PLAT ---- I� LOT 67 it II - _ PROPOSED 8NE!" TEE " (2) - 8" G.V. -�-� _ 17+00 GRAPHIC SCALE 1 inch = 30 ft. I I I 1H-13 I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) II 2o' ACSA UTILITY EASEMENT (TYP.) TMP 90-35 DB.S382, PG.138-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT Lic. No. 035791 � �SS`'10/27/20 *1SIONAL 'F% Z Z O L u Occ c c c F�1 U W ca F - Ln s O z < < led W --zz g o w R 0 :n :n z z O O V) V) CD Lu Q O N O 0) o 0 - - - - - MH-z3- r_ it Lu LOT - -.. , .. -. I 6 ! I I u 75 Ex - L PROPOSED SANITARY Lu LOT N I ------------------ SEWERLATERA CFi ! 68 _ I PROPOSED SANITARY SEWER f Z I PROPOSED WATER _ 11 L (TYP.) i - o' SERVICE LATERAL(TYP.)---I - -- -- I •> i SERVICE LATERAL (TYP.) i �•-- •' - =�°I � i I I i I PROPOSED 8"SDR-26 PVC _ I LOT ? NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE j ' "I LOT 711 M SANITARYSEWER (TYP.) I 74 ;I AN ACSA APPROVED BACKFLOW DEVICE. < j 5 II OMB LOT - I _• 0 I � i I �1 I I• _ N Z I 69 �- _ _ - - - - I LOT 4 Lu ir� I i 4 (v� I -- � - LOT � I I i j I LOT CV I I I I 0 I I O I � o I I L.Y 73 l I � � I 3 I LOT I L_ I l i t � O Z i I -- C\I 70 i- - _ i PROPOSED ED DR z P I � i i_ o� I - RO OS 8 5 6 VC PROPOSED 8 IN LINE G.V. � Lu - I SANITARY SEWER TYP. 1 I ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION - N _ _ _ _ - - - - - - - I PROPOSED 8" IN -LINE G.V. I ( ) PROPOSED 8" CL LOT D.B. 5388, PG. 742 it ----_ ---- _ �I I I 1 t 52D.I.WATERLINE W Ln I LOT I VAR. WIDTH ACSA PROPOSED 8" CL. / L II DECLARATION OF PROTECTIVE COVENANTS, III I C 2 D.I. WATERLINE " CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED _ UTILITY EASEMENT (TYP.) 5 PROPOSED 8 DIP I 72 LOT OF DEDICATION - D.B. 5382, PG. i38-178 -D@.538� PG. B-1g2 i) SANITARY SEWER . PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT w ! LOT I PROPOSED FIRE HYDRANT 1 I J I I I I i ASSEMBLY WITH S"x6"TEE- I�- _ _ a �i r / L DEED OF DEDICATION-D.6.538z,PG.6 -68 / • PUBLIC STORMWATER MANAGEMENT MAINTENANCE _ ----------- ------------I - , `-- o �--pPROPOSEDFIREHYDRANT�J 1� ANDACCESSEASEMENTDEEDOFDEDICATION-D.B. I J MH-zz - _ _ _ _ MH-21 111111, — ASSEMBLY WITH 8"X8" TEE — PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION 52 w --II�11 MH-20 z - - - - - �:. � - .. j � � i D.B. 538z, PG 67y 680 � Q I/ r -- ---- B RWYN LAND _ -----_ -- L9 F-- C) J +�o _, _, a - PROPOSED TYPE A VAR. WIDTH ACSA I 10 - - + -#- - -� - - - - - - - + BLOW -OFF ASSEMBLY J - —11+ 0 1z+o 1z+So - - - 3 0© - - - o- - - - - ° -? 50 15+00 T b O UTILITYEASEMENT(TYP.) - - -. ----- - - -.- - -. - -. - _,-. - ........-. - -.-. - DB.538z, PG.138-192 y PROPOSED 8N 'TEE _ I � J - - PROPOSED 8"x8" TEE \ & (3) - 8" G.V. PROPOSEDTYPEA PROPOSED8"CL. I W (W1 AND (3) - 8" BLOW -OFF ASSEMBLY I 5z D.I. WATERLINE G.V. \ / I W I NOTE: SANITARY SEWER MANHOLES WITHIN THE \ VJ _ J TMP 90-27 i L J L _ J -ROADWAYS MUST BE INSTALLED WITH THE - L - J L - -1 L - J L / VAR. WIDTH ACSA - - - - - - - LOTIA I I MANHOLE TOPS FLUSH WITH THE PROPOSED // I --� _ / .. � UTILITY EASEMENT (TYPJ----------- ROGER SCHICKEDANTZ ! I I TOP OF FINISHED ASPHALT (TYP.) Q / jT DB.5382, PG.138-192 I U) J I LOT Z l NOTE: MH-22IS THE END OF THE SPRING HILL VILLAGE i--� D.B. 1244 P. 461 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT ' Ln D.B. 629 P. 616 PLAT LOT LOT LOT LOT 98 LOT 2 0 zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS - D.B.530P.164PLAT 84 85 86 87 $$ 89 90 91 92 93 94 95 96 97 99 10O ii Q UTILITYEASEMENT(TYP.) I W I I - - - - �- D6.5382, PG.138-192 I I I Z Lu NOTE: SEE OFFSITE SANITARY SEWER PLANS, INCLUDED ON SHEETS 30 & 31 FOR REFERENCE C0 VDH. - I1 i- r I l MH-1i l MON. T BENCH MARK IS - o I CHARLOTTESVILLE GIS LL.I `J A roximate - - - ROUSE-SIRINE 05 Va Public Service smt. I \ - - - - I --NOE FRONTAGE OF THISTE: EXISTING UTIILI SHALL BE NG - "S�•�. STATION 134 / I ::-------- - - Tv. I ` � �- ` ��� . - - - - - - - - - - - - - - � `�---- - I- Comm � N 3882993 340 Q Pole i I `. % - - _ _ + - - REMOVED AND INSTALLED UNDERGROUND. I -Vault "� S Eh1482334.683 (� LL j '" - - - - - - - - - - - - - - - - EXISTING UTILITY - - - - - - ELEVATtON-527.7t c-------- Fiber opt 0HE OHN r r POLES TO BE REMOVED �� - - - - - - _ _ _ - - - - -I - - - - - \'\ ------- 2 2ne-' - --- _ -- ' --- ---- ------------------ ELE )' " _ - - - - - - _ _ O O --- Pole ----------------- -- - - ------------ - - - --- - --- -- - - ----- - --- --- \\ ' mole ___--__ Pee — — — — — — _ _ _ _ — _ _ — _ — _ — - _ e; ---- EXISTING UTILITY n"""�lir�������iio��ilaio���/////////1///f/i1///1/1/////I/////f//D/1/%///I///00///l//////l///10///1/011/ 1/O l///ll/1/1//// L - — - -OH - - - - - POLES TO REMAIN d� , �� - - HT o Iv O SIGNc P " ° 777 0 - - - - - - - - PROPOSED LOCATION OF nNEI� ----------- MAILBOX ' ----- 4` nnnu--- D HT Or� _ _OHTV 0 UNDERGROUND UTILITIES NOTE: EXISTING OVERHEAD UTILITY LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. OVERHEAD LINES SHALL) BE RELOCATED Polec Phone U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) m HWPB.1 PG.354 MAILBOX MAILBOX INV IN EXISTING UTILITY POLE TO REMAIN L F MAILBOX ,Uw-, w w 0� I = CL En JOB NO. 182157 SCALE 1" _ 3O1 SHEET NO. 6 YD1 0 YD13C \ z.om 1_1 - " ICI LOT " i - / 3 YD1 B 59z= �- \s9 I S ZOT6 z LOT 1 L T o FFE= OT 16 590 = y -� LOT 56 \ MATCH I 4 ET g - I 5_ 536.00 - 65a1 / r - 59 T 54 LOF 5 FFE- FFE= FFo.00 \` ' / PROPOSED SWM ACCESS _ _- 8 -ss oDRAINAGE EASEMENT- FFE- E 592.00 591.33 59o•67 59 - I ° _ - 56 00' " = 592.67 _ = LOT & FACILITY EASEMENT DRA NAGDE EASEMENT S8 D�VAR. PG �3 PRgz FFE z = I BSMT- I BSMT- I BSMT- BSMT- / FFE= Se4 0o sa / / IB.5382, 138-1i 2i \ 593 33II 8z.16 I 581.49 I 580.8 580.i6 ,i / ` i58433. 681 5 PG 19� rd i LOT 58 FFE- 593 50 1 __' 1 BSMT=� �i 8z.8 5 s 3 - - _ - Tw58sf-- 80 6-�- -- S92.83 BSMT- `I', 583•So��r 5 3 58a-s3j 5ais6 ao.5o ns:a3. J �� i�/1 - - / - - w 8z - / FFE= - s8zso I x I �- �� / �- LOT 6 5 LOT Sg_ - 591 So " 1 BSMT= S83.67 /FFE= se BSMT- 583-00 ss3a3 h 578.00TW� _ - L� �574.00BW \ \ \ III - 580 0013 W \ \ r , 58a.00BW" 20'PRIVATE \-SCOTT/ - 58z.67.- ✓', .-.,- -_ -�- _ z5 �.. � �- �6 \ f \\ 588.83 BSMT r5B1.67s8i.33OT7 z580. 1o' PRIVATE YD13A \ 70 ' - - 5 40 - --- - - I BSM DRAINAGE Tw s r ,.� �p6 sea67. _ � -' - .- -a .I ,,: 8 •�°'L 1• "' � � � � 6.5oTc - _ 53 � 3 1 2 _ s7 LOT 61 FFE- 57900578.67 1, 00 � DB. z G.1 8 z Bw s .00 :. : -�11q w \\ - � _ -� • _. - ' - ��: � - � o / �� 1 � / PROPOSED WALLS MAX. HEIGHT-6' S77 - - \ I f sH�39 < - -__ _ I 5 �a ^ /I _ \ y sso.� �5 15�5o rp 16+00 �5 16 Q\--�^ 069 DRAINAGE EASEMENT �\,.- � �S79go ,^ oo� � ,. I� 14 = _ 1 � PROPOSED ORM / G.1381ga YD13. \ f, A= _�-. - 16+5o SEWERS -`(� - 1z 5Q 76.675743o 3 , • • 1 / / PROPOSED 63 f ,/ , • .•, A Sao .. o<. . 580.05 _n 79 �� 578 zz - - �/ /V DRAIN SYSTEM - s7ssq� - sa.z9_:. - m'7 T< YDlz FFE= / ;� o 94 -_ -- e: ti --9.00 A o a / 574.00 LOT z 00 571.67 ' 1 0 v / e, = R . • ti -1= •' � � say oo � • 7 _ •,I / 10' PRIVATE ,c.A' h / v _ / s -%. o 1' 1' FFE= 57a.67 �sn.oz _ S7J4o r _ L..._ _I. 2.00 ' DRAINAGE EASEMENT 568.67 ,,\_\ \ / � ., / � _ - - 2o'PUBLIC, •I S7o ,' 57 LOT�4: DB.5382, 3 9 / r� 570. _ r S73.50 + \ 9 \ \ \ % r•e �\ /\ /': ,\ DRAINAGE / FFE= r o SoBW - - ! l 93 576.68 3 6g.6 45 _ -SED - _ , I L i 0.00 C. ------ YD1zA --- 570.75 � o ?� \ s79.67 � '" � I LOT 81 - L5 LOT83 I 57 LOTi1 7 g.z I i` I i I no So/ -33 - - - - - /SEWER SYSTEM 574' FFE= & . FFE 80.0o FFE= 579 33 / I . / T PROPOSED 3' DECORATIVE WALL F t y ( f 570' \ \ LQT 80 5 (NOTE: WALLS 3' IN HEIGHT OR LESS DO ° \ \ 5 33 BSMT= 570.17 b \ , - 'q , n4.o5 \ _ sn 67 "LOT 79 FFE= 58z-oo I BSMT= 571.5o BSMT= 569.50 .- 567 67 5 6 9 . LJJ 'I I NOT REQUIRE RETAINING WALL PLANS) FFE- .\ i / O \ \I BSMT- 57z.16 LOT - - " ' / 68Loo 1� 1 - 3, J I1 I so 57 33 S)o \� \ FFE= 580.00 - ' \r ' - VAR. WIDTH PRIVATE I 5 7 `q o• \ \ / i57z.5o �, LOT 64 570.0o s / - s6a.5oaw -- - _II f 92 LOT BSMT=- -7 DDBINaGp�A$EMENT - YD1 D LOT i 56744 - - 575.00 % # - 5 ,-I' - E= 578.00 PROPOSED YARD DRAIN SYSTE I �/ F66.00 565 67 �5 y g : 1 FF - -LOT 65 - - __ -/ \ 5 PROPOSED WALL MAX. HEIGHT-6' _ 5 YD1 B _ �?. - 11 I r -0__ BSMT=568-17 (MAX.( - ) -- - -- 1 I 63' - 1o' WALL MAINTENANCE EASEMENT I_ _ z� a VAR. WIDTH PRIVATE - �,- x _ - ✓ b � e - - 53 ,i3 9 r0 - - 568.33 Ise les64 x 7 572.33 D AI 538E GA�3EEM�ENT- YD15A --570 - YD156 - - - _ 568 - --- _ - 564--- / - DO$$� 82 PG 81 z 5699.SoTw. I-- - ' -- p 7 FFE=575-33 -� 5668. �-566.00' s64.o0 / 111 I' 566.5oBW - / / - ' I BSMT= 565 So 568 `-- 6oaW 6o.00sw s6z.008w • i L -io /� / / / / / / / / -- -- - Ti s66.5 - _- _ - - - 90 _ i� \ �- 76 LOT77 / w:. 560 ooBw-558 .-5 ----- ----. YD4A ---��, 56o ° i / �- FFE= 6 67x {560.33 I PI 1----------- --- /' ! NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 566.00 A FFE= 572.67 --- 556 .�� 561.o g FFE= s63 / - - L / DRAIN LINE FOR ROOF &FOUNDATION DRAINS _ -� �� : --• � � � --- - � / _ WITH io' PRIVATE DRAINAGE E, 66. \ BSMT= 562.83 YD15 / i 566.00 - EASEMENT -5 33 �o. \ 6o.4oBw ,- _- ___, - � L, ii _ r% 1 OT,9 ❑- - - I' 1 I TMP'90.27B - 66.6 TW I I YD16F I. __ -+�', _ _ / , / -- 558 _ _ _ ---- - - 11 10 1 FFE= i 5 8.6 155 .i •I I / STEVEN W.,AND BETTY C-'JOHNSON ' S63.6�Bw i LOT 6� I 1 0° / YD15E 56k, i - YD4 559•o L o D-B. 1026 P. 715 - ' D.B. 629 P. 6,16 PLAT / �.� 9 \ ti s6o.v66W. / ,, i LOT 67 -- L O 6 �� i oo s / - 6 s - FFE- 6.67 Iss .z5 il FFE= s6333 z. 20'PUBLIC S6z io'PRIVATE / - - DRAINAGE EASEMENT q ____ _ 563.67 P' ' 8 G. 8 tig `, 87 - ' FFE OT 7 DB DRAIN /' S64.00 w l \ 53 'S o \\ , PROPOSED DRYS WALE -1i 1 11 SSS o �5467x ss4.oa 1 . 84_� - - - -- 556 „> i • 3 �I / ' 9 LOT7 I � � LC T6 F I DRAINAGE EASEMENT \ I U Lic. No. 035791 � DB.538z PG.138-igi- 10/27/20 z ooTVJ n 566.00BW SIGNAL Ely \580.0oTW \ 574.00BW PROPOSED WALLS- \ (MAX. HEIGHT=6') \ \ \ 6 566.00TW �56o.0013W __ 5744.00TW \ 568.00BW ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION - D.B.5388,PG. 74z L • DECLARATION OF PROTECTIVE COVENANTS, /w L CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED �IJ \ OF DEDICATION - D-B.538z, PG. 3.38-278 Z z O � L 562:ooTW 's �557.0013W, 6p • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT J a [ DEED OF DEDICATION - D.B. 5382, PG. 644-648 O OF o ooTW �• PUBLIC STORMWATER MANAGEMENT MAINTENANCE �- - � 564.00BW AND ACCESS EASEMENT DEED OF DEDICATION - D•B. m f ------�----- � - 5z83, PG- 654-659 m p i, \ PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION -_ z ,. - D.B. 5382, PG 674-68o H O ¢ [ _ -- - - m ~ W LU L 2 WALL v VFrz� MAINTENANCE EASEMENT TMP 90_35 c 1 5382, Pq.138-192 DUANE E: ANb ROWENA M. SNOW _ F D.I3: 702 P. 792 g D,B. 657 P. 234 PLAT 55i.000BW /NOTECONTRACTOR TO INSTALL PRIVATE 8" 56o.00TW RAIN LINE FOR ROOF & FOUNDATION DRAINS 554.00BW WITH 1o' PRIVATE OD DRAINAGE EASEMENT / 5 FFE= 5z 6 55� 6y ssz ooTW - / S z I - - X 8-ooBW 5 I 54 / 10' PRIVATE I FFE- 8z 558- 9 FFE= = 551. �, - _ _ _ _ _ - - - I 553.00 L -4 I LOUD 68, i \ - I 11 _ �\ i, � - ~ � - 63 560.67 BSMT=S51.17 \ YD1oA SWM ACCESS & to EASEMENT / S60.00 - _ - 41' ° FACILITY BCIL 12 PGEASEMENT `. - _ -{i .. SSoI I ' = _------------- DRAINAGE - SSo / DB.5382, PG.i38-19z , " ? ss967 5571 < s 53 9 -- ------ - - T _ - .• i 7:z45 /. 548.00TW- / / 59 3 8. ssi LOT 60 / 81 74 - r o, s47.00ew FE - 3 ss9as BSMT5549 83 549.0o L T 5 °I - I ,II l 0 71 FFE 09g _ 559 00, I \ 1 f NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / 548 67 504737 r °11 55933 y LOT 6 9 ° I / I � e 16 DRAIN LINE FOR ROOF &FOUNDATION DRAINS 5 I it � I II o IIII 11 I I 9 io' PRIVATE FFE= L T 514 54i4 ,. 73 I E EASEMENT � - - o0 YD16D1 ~-"558.00 - FFOET 8. DR PRIVATE \ VAR. WITTH PUBLIC DRAINAGE I PG�i3$,'92 547• ° 59 I� it •' ss�as DRAINAGE EASEMENT I / I LOT 70 6'l BSMT 554$ 5o DB.538z, PG.138 1gz o DRAINAGE EASEMENT ; +�- r-. FFE.6 T 3s4sa3 ss 7z - - - - ' Lw -I DB.538z, PG:138-1 z D 65.�82f-PG,i�38-r EASEMENT - - f I DRAINAGE EASEMENT ss I' h I _ 10 PRIVATE a. � q - FF8.co 7 7 I I I 55 / DB.5382, PG.138�2- - - -j.00 �j 0 I6 LOT 72 - I - wg FFE= 5a4.00 54z 4 t 8o I _ ---- ---- --- --- - 37 556.67 BSI .1 FFE- 57 0o - � � °' l ,' _ 1 � zo' PRIVATE r � ° / 555 / LOT 71 _ + 547 7 I I DRAINAGE EASEMENT 542 Ap •t BB F�� FFE= 557.00„ Iss4=9�,-I � I I 1 _ I 557.33 96 I I- ' - - - TI _ 2, G.1 2 / \ 2 7 ' .'j 54z.67 54z 5 YD16D I � � � � • _ J -- -- - 1 F - sa - YD, r< ' YD11A - > 543.00, L I i L I� _ 6,00 - - - Sk -I ` .-.`\ - r --- ----- - - t \ 554 �_ _ 6A o - --- - -- - - S4o 58B n T _ 20' PUBLIC - 77. �, - - -54 53 -I - Fo '� - . h - - 58 #/ w DRAINAGE EASEMENTWY LANE DB. 82 PG.1 8-1 z - - 1 � 53 3 9 , -; - •� -. 5 s.�; 31#50-. - - - - �-.- 0 TMP90=27 ,- - - i� PROPOSED STORMS 1 � , :. .. . �- -- T � ,I -20'PRIVATE � 1 \ ROGER SCfIIICKEDANTZ y 51 1 SEWER SYSTEM DRAINAGE EASEMENT III D.B. 1244 P. 461 i~ - _ " - _ - - -= = - - y= • - _� -- - _ ,-� Ij 55- z m S �z ; • 555.78. 555 531 554 90' 554.i � -. 55z.90, Sz33''., SSo.m 49 43 547 9z,•., 546.67� • 54437 c 43 37 -_... 54z 47-. `54z � - 54o.q 54oa8 :. ° D.B. 629 P. 616 PLATt� - - 52 w ° - - N� i _• D.B. 530 P, 164 PLAT _ III - SS6z5 6.z S6.I�5� 555 59 5z.84 i. o �5 o.z7 48.z - 44-75 0 4z 75 54z4z , i 5 SS6.z5 54�9z I i 5 49 So -.._ I _ I 46.a 44 9: 4z.og-- I 49 1 I _ I I 11 L_J L_-J I I II �--J LJ LJ C <J �-� li 1 I Ii L_-J L---I L- J LJ L- J L- 1 � \ �'� � i <, � - 568 73 _ LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 8g r LOT go LOT g1 LOT 92 LOT LOT 94 t flT LOT g6 LOT 97 LOT 98 -LOT gg LOT loo �W <-------<----� -- ---- -- FFE- FFE- - 93 0 95- _ i_ 54o W i I /T / -- -----� YD16C o � I I - - - � I - III s3aew FFE= - - FFE= - m - _ - - FFE- FFE- FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= " za' PUBLIG I 556.511 55 5 55 5 -58 555.9z SSS z5 553 17 551.83 SSO-So 549 83 548-So I I 546.42 - 545;08 544 4z 543.08 54z 4z_ 6- 8 6. 8 556 --_ I - 54oT / _L /� DRAINAGE EASEMENT 8° rs s� o` ' I I I 53 3 9 ss ss x 6'O 556.0 - - DB. 8z PG.18-1 2 \ 7z 6.08 6.0 55 7C - 5554z DC - - SSz 67k z 58.00 �C - 485°k I 544:5 X z 4z-5 X 54z.z5 k, 536BW 3 � 3. I i I �� / / li � � - x 554JSX 55 33 3� I i 54933 X z -- -- 3�9 i 54a,gz x _ - rf- ,. _ 554 � i4 5 - Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProHded (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-7B - YD-7A 8 3.50 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E - YD-7D 8 3.50 9.9 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-BB 8 3.50 9.7 10 YD-813 - YD-SA 8 3.50 9.9 10 YD-8A - STRAB 8 3.50 - 10 YD-BA - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3.11 9.0 10 YD-12B-YD-12 8 3.50 9.7 10 YD-13M - YD-13L 8 3.00 9.9 10 YD-13L - YD-13K 8 6.25 15.2 is YD-13K - YD-13J 8 6.75 18.0 is YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YO-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.8 20 YD-131 - YD-13H 8 3.50 9.7 10 YD 13H - YD-13G 8 2.67 9.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 1 �.7 1 � YD 13E YD-13D 8 5.83 14.3 10 YD-13D - YD-13C 8 8.50 194 20 YD-13C - YD-13B 8 3.50 9.9 14 YD-13B - YD-13A 8 4.03 12.3 14 YD-13A - YD-13 12 3.00 9.6 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.50 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 10.0 16 YD-15 - POND 8 4.00 10.7 16 YD-15D - YD-15C 8 2.67 9.0 10 YD-1 5C - YD-1 5A 8 6.67 18.0 1s YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD 16 12 5.25 13.5 14 L9 Cn ti M % Jj CN z � LU M N C:) Q W z N LU W > Q z w z Q J Q � -j LU w L90 Q z Q �OL// L_ Q U W ' Y LU UlU) J Q V LLI W Z J L J 48.8S4S6,O z. - -539• z z w I OI, nLLI d. 0X 5g.3ox SSa.3ox 5za6.x-,' X - < X'. •5464zk 548.°0 47.5zx 47.00k a.5 446 69--. 4z.o -- 54044 , 9 5$ 536 0 a9 I ',. VDH. ' , YD16B _ - � 550 so ... - �.5a/o - VDH.WON� �- - - �,._- - - �4a.a� • • -- _.. - : 54z.55X <-.. X. X X se 534 QQ ) I PROPOSED VDOT CL. Al RIPRAP LINED 3" 2 / 5z.00- -- - ---- 0 5465 - - - -- - y' 0 3 .o YD1 - CHANNEL FROM PROPOSED CURB CUT PROPOSED / v ~ - - PROPOSED WALL (MAX. HEIGHT=3' 43 i6 BENCH MARK IS Ur n NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 0 4' r zB I lwao- WITH A STONE DEPTH OF 15", INSTALLED RIPRAP DITCH o CHARLOTTESVILLE GIS W Aproximite RAIN LINE FOR ROOF & FOUNDATION DRAINS -r. WITH A FILTER FABRIC UNDERLAYMENT. Vo Public ServiIpe Esm t. o0 554 l YD16 SWM ACCESS & WITH io' PR_ IVATE DRAINAGE EASEMENT SWM ACCESS & s'y o- = _ NO SCALE / D.B.221 P/305 Tv. IBwI:: __ �\ - FACILITY EASEMENT= - -__ - -_ - -_ - - FACILITY EASEMENT zA; i I ---� -- ------------- - - - -- ---- - -' - e aATION OI5 E ~ Pole - - - -- - - - 1 ( _ _ 3882993.340 - - - 1S2 - - ' L w 5, N C� ------- - - ill- N- - -53 _ _ _ 0- �- - - - 2 // - - - - --- - - - - - ----- I 1 1 __ -- PROPOSED DRY SW ALE o- YD16A l v \\ \ -- --- ----- -- ` -- - ---_'9�1 82334.683 O . `- 547°--❑-- -- _ 6 1 --F. 95 1o6 - --- - - ------------ --- _ OG,�i \�5 ��.,%/////,%//%i.. '•. 01 _ _ --- / so 5h /,Y///////l//j/jJ//Q/J�1/�///�ROPOSED UNDERGROUND STORMWATER% ��J�����jJ �1�������� ����� - --d61 -4 111 r?gam/_ O Y----------- - ` - - - -- - - - - ------ ----- ------------- ------ S34 ----- --_ wA w ---- \ - - r , - ----� -- --- - ---- -- f----------- --e IT ' - - - - - -- -- g6 - N --------- ` h \ ��� 55° MANAGEMENT DETENTION FACIL � -- - - -- - - - - - - - ----- - 536 - - <. - � I- ' 530 - _ - - - - -- / 0 Lu -- - - -'� 102 \ Sz6 a m -------- / ` U S RT 20 (80') SCOTTSVILLE ROAD (55 MPH) y" \ JOB NO 41 ---- - - .. MAILBOX n, 1 0 ❑ / �. / / /y - j -~ I I i s saw- \ 12182157 HWP131 PG354 ao o SCALE MAILB X - - - - _ - _ _ _ ----,,SIGN - - --- ---- _-/- -- ----- 1 =30 �� SS --_r - - - - - \ Pole /Phone,,-- _ - - ' 1GIAILB X\ ., - - - - - - - - - - MAILBOX . - - - - -- --- - -- ~ SHEET No. )HT OHN � 0 - I _ _ - - - - - - - -- ---- FFl _ OHT OHTV \ \ Phoney - - - NV IN \ o NV - \ =, MAILBOX I ft. - - - - __ __-____� 8 HTV T - --- - -- - - - ROLL TOP POINT OF C/L FINISHED GRADE CURB CG-2 CURB o oo °0000 oa o 4"2roOT 4"2IDOT STON£ BASE 6" STONE BASE 3' 6' I 9' CURB 8.5 1' (TRAVEL LANE) (TRAVEL LANE) 17' E/P-E/P 30' PRIVATE STREET EASEMENT SECTION F — ALLEY WITH PRIVATE STREET EASEffMVT TYPICAL PRIVATE' STREET & PRIVATE' ALLEY — 30 ' PRIVATE' EASEIYIENT 15 MPH DESIGN SPEED NOT TO SCALE Or POINT OF C/L ''URB &GUTTER FINISHED GRADE CURB &GUTTER 1/4": 1 1/4--1' • moo Po o°oo fib° o8'3a°O&f8' °da@'JD°°° oo oo 4 VDOT 2 4 OT 21ASTONE BASE 0' D' STONE BASE 2. 2.5 (TRAVEL LANE) (TRAVEL LANE) 2.5 2. 20' E/P-E/P 30' PRIVATE ALLEY EASEMENT SECTION G — TYPICAL PRIVATE ALLEY — 30 ' PRIVATE ALLEY CURB & GUTTER 4 2LDo r STONE BASE 2. 2.5 15 MPH DESIGN SPEED NOT TO SCALE I POINT OF CIL FINISHED GRADE 1/4"i 1' 1/4": 1' oo� �° 4P3U°p pDddS °� o000 00 (TRAVEL LANE) (TRAVEL LANE) R/W CURB & GUTTER 6' WIDE CONCRETE I SIDEWALK 1 o w °� °`ice • 4" QOT 4" VDOT 21A STONE STONE BASE 16' BASE 3• � EXIST. GROUND EXIST GROUND EXIST GROUND g;1 , EXIST. GROUND �( EXIST. GROUND EXIST GROUND 50.5' PRIVATE ALLEY EASEMENT SECTION H — TYPICAL PRIVATE ALLEY WITH PARKING— 50.5' PRIVATE ALLEY 15 MPfl DESIGN SPEED NOT TO SCALE EXIST GROUND 3-1 EXIST. GROUND EXIST GROUND EXIST. GROUND CC-6 5' WIDE CONCRETE CURB & GUTTER SIDEWALK 29 29 6' PLANTING _ 4" VDOT 21A STRIP 44" VDOT STONE BASE STONE BASE 5 6 2.5 CI L RIW POINT OF CG-6 FINISHED GRADE CURB & GUTTER I -- SURFACE ?% EXIST. GROUND 3•T 4'ivaaoT ---- SUBBASE STONE \ BASE EXIST GROUND 25 3' — 10' 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C SECTION J — TYPICAL PRIVATE STREET SECTION WITH NO PARIfING (90 ' R,,,')YJ SHERIDAN STREET (PRIVATE STREET) GS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH PERPENDICULAR PARKING ONLY I C/L CG-6 I POINT OF 5' WIDE CONCRETE CURB & GUTTER I FINISHED GRADE SIDEWALK SURFACE 29 29 2% 21A 4" VDOT ASE L7- 21A SUBBASE STONE BASE . 11' (TRAVEL LAND) 11' (TRAVEL LANE) 42' F/C—F/C ce' RIW CG-6 CURB & GUTTER 6' WIDE CONCRETE SIDEWALK 4- 1VADOr 4" VDOT 21A 21 A STONE BASE BASE 16' — 2,5 6' PERPENDICULAR PARKING SPACES SECTION E — TYPICAL PRIVATE STREET SECTION WITH PARKING HYBRID (55' R/lY) BERWY1VLANE (PRIVATE STREET) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 20 MPH 5' WIDE CONCRETE SIDEWALK 29 6' PLANTING _ 4" VDOT 21A STRIP STONE BASE 4" s 5 6 E CC-6 CURB & GUTTER I CIL POINT OF CG-6 FINISHED GRADE CURB & GUTTER SURFACE 2% � 2% 7777777 7 77BASE SUBBASE 0' 10' 7' (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) s� R/W 5' WIDE CONCRETE 1 SIDEWALK 1 29 6' PLANTING 4" ADOT STRIP 4" VOOT 21A 21A STONE BASE STONE BASE 2.5 6 5 SECTION A — TYPICAL PUBLIC STREET SECTION W/ PARKING ON ONE' SIDE ONLY (56 ' R/#r) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED 25 MPH /W 5' WIDE CONCRETE SIDEWALK 29 6' PLANTING L4TOlVDGT 21A STRIP BASE 5 6 CG-6 CURB & GUTTER 4" DOT STONE BASE 2.5 -- 14' ITPAVFI I ANF I CIL POINT OF CG-6 1 FINISHED GRADE CURB & GUTTER SURFACE 1 2% 1 4" UD( SUBBASE STONI BASE 3' 14' (MEDIAN) (TRAVEL LANE) 36' F/C-F/C R/W 5' WIDE CONCRETE SIDEWALK I 1 � 1 6' PLANTING STRIP 4" VDOT 21A STONE BASE 6 5 R/W SECTION A- — TYPICAL PUBLIC STREET SECTION (61 ' RIIV) ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD) 4------------- EXIST. GROUND EXIST. GROUND EXIST GROUND EXIST GROUND Lic. No. 035791,a 09/25/20 ��'S70NAL E1m6��� ZZ O 0 < cc ca O 1n Z J O Q / U) F- Lu ��// > z li � .. CS--SSAR RESIDENTIAL & AIXED USE SUBDIVISION STREET DESIGN SPEED- 25 APH N a o rn RI W C/L RI W CG-6 CG-6 I in 5' WIDE CONCRETE CURB &GUTTER POINT OF CURB & GUTTER 5" WIDE CONCRETEr I FINISHED GRADE --- SIDEWALK SIDEWALK ----- \ / 3 a I SURFACE 1 3• t EXIST. GROUND , 2'6 2% 2% 29 EXIST GROUN\D ' 3 M _ 6' PLANTING STRIP 6' PLANTING 4 VOOT 21A 4" BOOT 4" uD T STRIP 4" VOOT 21A -- _ m STONE BASE Zia 21A STONE BASE SUBBASE \ STONE STONE N Z EXIST. GROUND BASE BASE 5 6 —2.5— 2.5 6 5 EXIST GROUND 4 W 0 10' 10' G C'7 (TRAVEL LANE) (TRAVEL LANE) LL j- 24' F/C N 0 49' 9' O R/W SECTION B — TYPICAL PUBLIC STREET SECTION W/ NO PARKING (99 ' R/WJ N W LOYOLA WAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED• 25 MPH W > Q z J z � z J R I W C/L R/W > O 5' WIDE CONCRETE CURB & GUTTER I POINT D CURB & GCG-UTTER 5' WIDE CONCRETE L SIDEWALK I FINISHED GRADE SIDEWALK - \ w V SURFACE I 3 1 \ ~ Q ui EXIST GROUND 29, 27 2% EXIST. GROUND O 3•� �'2 J O _ 6' PLANTING -- - 4" VDOT 21A STRIP 4- VDOT 4` VDOT 4" VDOT 21A \ = LL O / STONE BASE 2IA 21A \ STONE SUBBASE STONE STONE BASE EXIST GROUND 5 BASE BASE5 EXIST. GROUND 6 U 0 (TRAVELO LANE) (TRAVEL LANE) 1.0 w Y wu U 24' F/C-F/C w (/ 0 43' Q SECTION C — TYPICAL PRIVATE STREE''T SECTION WITH NO PARKING (43 ' R/WJ Z J 0 BERWYN LANE (PRIVATE STREET) ul i--i GS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 20 MPH w PERPENDICULAR PARKING ONLY LL] J J U) �--� ((_�� RI W C/L RI W w CV __-- -_ 5' WIDE CONCRETE CURB& GUTTER I FINSHEDFGRADE CURB & GUTTER 6' WIDE CONCRETE - Z -- / ---- J SIDEWALK I SIDEWALK Q ----- \ EXIST. GROUND SURFACE 3 \ EXIST GROUND 29 21w 2Z EXIST GROUND 0 LL 3:1 3'r p --- _ 6' PLANTING - - O O -� 4" VDOT 21A STRIP -- \ CN \ STONE BASE 4" 1A 4" 2i1A 4" VDOT SE EXIST. GROUND EXIST. GROUND STONE SUBBASE STONE STONE BASE 6 B2.52.5 6'£ BASE EXIST. GROUND 1.0 1 Y l Y 16 PERPENDICULAR (TRAVEL LANE) (TRAVEL LANE) PARKING SPACES j 42' F/C-F/C 1 SECTION D — TYPICAL PRIVATE STREET SECTION WITH PARA-RAHYBRID (61 ' RIW) SHERIDAN STREET (PRIVATE STREET) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH w O w JOB NO. 182157 SCALE AS SHOWN SHEET NO. soA u i ---- ----------- ---------------------------- --------------------------- ---- < ------------ ---------------- -------------------- ------------ --------------- ---------------- 1 - f I 1 1 I 1 1 I I ,I I I 1 \ F i D. SMITH it 667 731 PLAT --- --- -�I-- ' ------ g r e66oao STEPS '4 _ - -- - _ Matt --__ - --- ._..•_ Pd, Structure Area (Acres) Cw to (MID,) 2 0.18 0.75 6.0 2B 0.17 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.14 0.80 6.0 42 0.15 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 90 0.20 0.65 6.0 92 0.11 0.65 - 94 0.12 0.65 6.0 96 0.95 0.50 8.0 102 0.42 0.65 6.0 106 1.00 0.90 5.0 112 3.52 0.40 14.0 114 1.06 0.50 11.0 YDl 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YME 0.06 0.35 6.0 YD8 0.09 0.35 6.0 Y1J8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YD11 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.09 0.40 6.0 T YD13E 0.08 0.40 6.0 1 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD131 0.09 0.35 6.0 YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 - YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 0.35 12.0 YD16D 0.21 0.35 12.0 YD16D1 1.25 0.35 12.0 YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 ROOF1 0.05 0.90 5.0 ROOK 0.05 0.90 5.0 - ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF7 0.04 0.90 5.0 ROOF8 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF 14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF 18 0.09 0.90 5.0 ---___1/� \ l \\ ?SWR - '' ` , i _ �, ffH TEC r WRIGHT,ftOHOWAROG _ r �, CAEE,-ENCHMARN 66 RVEVCDNTRph D SERL ANFLg9HER TMP 9033A n4eu]ssn_ DMIELEMPLECRDRCHREYJANETH UAL °VATION WRMH • ...............••••• •••••• ' MATCHLINE SEES 9 OANIELs. 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'�•-°; - 68• ♦ ___.__- I °°�\`., ;• I a� II YD12B eg _- „ °4 -. � ', I I', � � ^, '..� �' 4 11 i i ' : : : a ! ♦ � __-i' i .'' .'-" i ... •' v. ! -- _T- � I ./, / ♦♦ • ---- ____ 6s-- _ Y� .' - s4-_i--• .ROOFS �' : - . ------ ----- - ----__ " 1 ♦ � _ _ ♦i •% - ___ - - • ♦♦ YD15A VDi __ • - TMP 90-35 • ' i _ r '' • ♦ Y. •• sse 6 YDgA •I 3sEo • I a5 -... _____ -YDi6F :• -_ ': !.i 1�_ ♦ ♦ //569 ._. .. 5 '; I I D4NEE. AND ROWENA M. SNOW 1 • •• _ ♦ • ••• -- " '} •-..:f __ O S`\ • a•♦ ♦ ss :YD4 •. - ♦. 621 eo • TMP 90 27B • __,._- - .\ l... „' .,. 55A'w...• ♦ . _ ' • D.B. 702 P. ]sz ♦. _. - ♦ 1 / � ♦ 64 .• -_ ...•.!!! ♦ I III • i � B.B. bS]P. 234 PLAT • � � ♦ � ♦ r K • I I I • • ♦ STEVEN W. AND BETTY C. JOHNSON • II I (... - i� 1O 1 - • ♦ � D.B. m26 P. its e � ♦ � • •-• _ • I'S.. � je B.e. sza P. 616 PUT i %-- p I ♦, /♦� •\ by.-" ! YD15 ,✓ ;-`a -. _-•_. _.--_ 7 lOe '•i ° i.: ♦ " It 84 I / f.• • •1 ♦• YD1.GE • ROOF12 1 Y `..- • 4-- •• ♦ ss' I __' ♦° / - :♦ _ / •• • 1 ° 1 • L •. .- 1 ♦ : J , » :�--i/,l .1 sib-__ ROOF] I 6o / S.."4473 Fitb /"" ° ••1 ,� � - _ _ • � � • I( '•�� �. I � , ♦ � U.S. ]3 A48 PLAT • 11 11 0 - I I • L- • � � i yI� • 0.8440 Peat PLAT i � °e° 011 �: � ' , -: i 41 � - • 4 �, J _ _ • e • YP � I C - , ; At : • Jil • °. i • I - t __ -_ _" • - ♦.I , ♦ : ss° $ ' !! • ��• r� is I � I i : 97 6- h • , _ - `.ss - . - ♦ - ♦ YDz i �i'' c♦ ROOF6 -_; I I 1 f IM1DNNt L. 8 i - • YD26D - rho M _� _ h 1 _ t_�1 • • `,,% _ YD11A C- , i " � • _ ,. ,--r.: e -r � ERWY LANE -' ✓ - • ° _ _. 'LIFEE T E T I - ;c- J--'*--'r - - r` -_ -.+•- 1-- _- -- --- -- _�- _ :m�.. �_ -i•�i -- . P.4531 : TMP i]' 76 ._--- :Ma'••l-. -•_"__ M _ _ _ _ ____�♦r __ _ _ - - -M _ ^� _ 6 %r ILL ...�_� ROGER LOT TIAEDANTZ 1 , --� „• •_ 6588 I ` .••••• �. SC ♦ D.B. 12aa P. 461 C.B. 629 P. 616PLAT `"^,I • i --f _, 1 __ SO - •..•. ♦♦ ♦ II : __ -_._i ♦ 0.6.530P•. 164 PLAT N ♦♦ ." .. C� a j , • ♦1 • ♦1 .. "I I. •I n' ` •♦ • J •r I_ I,I Itit 'S i� �' •♦ ,1 VD16C '_: -- ___ -_ I 1 ♦ (p // �.� - 6 ♦ + 5 i ••.•.. , ° 2 -U- s ROOF18 soe _I_ - ROOFi. .•• ,i `_-__: !Ai __ • ✓ N C •°° `•• ^ - O • y °• •i • CHARLOTTESV EGI ,- I e � ,. • sae • YD1 2B '.. - • �' BENCHMARK NGP NL • .•.,. • _ _ 2 • { " i:omm T� TATIE-SIRI µ• ❑RI .. - ♦ aK... . .. YD16A -___ .__ __ _ I: • WI _ RTATION 105 • _ , l �O i ♦ • . • 3882993.340 ♦ _ r' --mot _ =�_• e ,I..rr++0 •• . .\ 1 ,.y11 I. - -- _.:_.-: __ _- -- 1 ii,-./ ____. ,', •• __.__ _ „e v •-E144_8_82334.683 6 V . ELEVATI 27.R _ 2 2 -_-- __---_. - ___ __- 534 _J__- yi•(g N t __ __- :+♦• -_ - • �- ____ __ ____ • __. _____�- -- --s36 ._s._ • R 0-l� 0') COTTSVILLE-RO 5MPH) _ _._______� :•�♦ u` -i,=- "_,1__ _. -- ,.... . . .............. - _♦ - MAIL°B�X - - - - ............ .................................... ....... ......uu..auu.♦ii.. f ........................t ♦ • �sz6 b- -_< �w MAILBOX ---- _£roXry Av ! o° MAILBOX _ - - -- - - -_ - - - ,,ala�r,,♦✓ 11 - - -- , a_ GN_' MniLBgx - -_. _ _MAILBOX- -- ~ �� y�� ♦ - _________ UtIT e �" --- - PaAIL13oX - ---- -"IMaM1 e 1 orl - II - to VEPco ESmt. vow. - - - -- -_ r(� I iE d�LEE Arvo j _ I s � MON �/ - _ _ - _ - ---- -- 0 -...BE T '< DB 90.21B G TMP9139 h _ _-_ `4 ��P 1 1 L\. I" - - a Pu61i„ Serv:� I r - -IF y V. ,WR. 1N]ll P. 33 ,\ P ziP - `. Ii.B.288 P.80 _ ___ _ � D.8.221 P.30 r � \ 17.9.462 P.I16 I D.. a]e] P.a1z ." D.. LAT / r S N B. HENR - In I I _ _ _ _ MpN __ �\ - B,R 2816 P. 28] ------ LOT 1 .RA 6,227F TMP 80.21H - \ TMP90.21H - _ m d'I B.R 338 P. 33. 3r fAT WIL RR.ANO p.B.y350 P. 226, 22]PL4T OOROTHY B. HUNT 60: p 30 6,9 I� p -- 120 B a3 - _ 240 EV .SHIFFLETT II. - DpROTHY R. HBNT D.B. 3289 P. 6871 PLAT �p O.B1 P. 718, R0 T ll`I I D 3'22TAYR IN.71PIAT \ \ D.B.1)ll P. 31 '_-- ' D.B. 1350 P, PAT N .,, ». 1350 P. 22b 22)PL -_ DIR _ - _ s t AT - T -- In I III j lndh FE60 ft. ----- I I VPI YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLETINFORMATION STR. NO, DIA. pn.) LENGTH` l6_i SLOPE (%) INERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATCN Y07 12" Yard Inlet 53400 8 23.D0 4.35% 580.00 529.00 HOPE YD2 16' Yard Inlet 5i9 50 8 23,75 3.16% 580,00 -25 HDPE YD7 17 Yand Inlet 544,00 8 15.26 1,64% 640.00 539.76 HOPE YD4 W' Yard Inlet. Dome Top 555.67 15 41.00 2,56% 5M.17 540.00 HOPE VD60 30"Yard Inlet - Coma Top 555.75 12 4.00 8.25% 55aso 550.17 HOPE VD5 12" Clemi 57715 8 20.50 3.66% 514.25. 57150 HDPE VDB 15' Yard Inlet 591.83 6 31.25 3,20% 586.67 585.67 HWE YDOC 12" VaN Inlet 619.00 8 42.75 1.75% 619.00 614.25 HOPE VO06 12' Yard Inlet SITED B 23,00 li 15M.25 614,00 HOPE YD In 12" Cleanout 828.00 5 73.75 9.49% 674A0 807.00 HOPE YD7 12" Cleanout 601.00 8 23,75 14.29% 67.00 603.75 HOPE YD7E 12" Yard Inlet 629.84 8 41.75 13:86% 6't683 620.00 HOPE YDOO 12'Yard lNet 625,00 8 23.]5 18.02% 510.00 615.00 HOPE VDBC t2 Yard Inlet 623.83 8 60,75 649% 1 619.17 1 616.00 HDPE Y06B 50,75 0.32-i 12' Yard Inlet 618:83 B 61e.00 615.00 HWE VD67 12" ClesnaN 620.00 B 26.26 2,55% 615.50 614.83 HOPE YOT 12" Vard Inlet 610.60 8 75.50 14.73% 614.83 Eli HWE VD3 12"Vartl Inlet 807.50 6 6z.se o.n% Bea:as 6oa.w HWE YO101, 17 Yard Inlet 549,50 8 92.50 3.78% 545.50 542.00 HWE YD10 12'Yard Inlet 546.00. 8 43.50 1.72% 612.00 541.25 HOPE VD11A 12"Yertl Inlet 530.00 8 19.75 0.86% 964.50 534.33. HWE VD10 12. CleamN 539:00 8 7.50 6.67% 504.33 533.83 HOPE YD13P 12' Yard Inlet 568.67 6 19.75 0,40% 555.50 535.33 HOPE YD12 12" Cleanout 567,60 e 94.00 1, 41% 5311 564,00 HOPE V012B 12' Yard Inlet s70.33 8 20.50 0.40% 586.33 565.33 HOPE YD131 12' Yard Inlet 597.00 8 41.60 13,66% 59250 586.60 HOPE YD13P IT Yard Inlet 539,M 8 30.25 0.59% 586.63 586.67 HOPE YD130 17 Yet Inlet S0.33 8 49.00 0.69% 5�.67 586.33 HOPE YD13F 121 Cleariout 539.50 6 ZL50 0.50% 586.33 ...... HWE YD13E 12'Yard Inlet 592,00 8 22.00 0.77% 536.17 566.DO HOPE Y013D 12" Cleati 595.00 8 5900 2.54% 5$6.00 584.25 HOPE YD13P 12" Yard We 584.00 8 36.50 11303% 584.25 572.75 HOPE YD138 12" Vard Iola[ 588.00 8 35.50 16.20% 518.75 573.00 HWE VD13P 17 Yard Inlet 576.00 12 Li075 0.49% 613.00 572.75 HOPE VD10 12" Cleanout 577.25 12 36.60 0.60% 572,75 572.50 HOPE YD13M 12' Yard Inlet 620.00 8 46.50 0.54% eWOU 599,75 Hi VD13F 12" Yard InIM 807.00 8 00.75 1,55% 599.75 599.25 HWE YD13P 12" Yard Inlet 60775 8 t4.50 15.52% 509.25 597:W HOPE Y013J 12" ClB.w 60TO-5 8 36.50 18.31% 542.00 585.50 HOPE YD13F 12"Yard Inlet 626.00 8 60,00 19,17% 616.00 604.50 HOPE YD13P 15" Yard Inlet - Dome Top 604.92 8 11100 12,91% 61433 636.00 HOPE YD13P IT Yeld Inlet 589.75 8 3500 10:24% 5C0.00 573,25 HOPE Y014 12' Yard Inlet 628.00 8 605.25 0.401 6:5.50 605.33 HOPE VD15B 12"yard Inlet 571.00 8 30.26 12,28% 50.33 562.00 HWE YD13P IT Yeld Inlet 56&00 8 67.50 1.97% 558.33 557.00 HOPE VD70 17 Yard Inlet 501. 8 19.25 328% 557.00 556,50 HOPE VD100 12" VaN Inlet 561:92 8 7125 0-59% 559.25 558.83 HOPE YD16C 12 Yard Inlet 586.00 8 69.75 0,82% 558.83 568.33 HOPE Ti 17 Yard Inlet S60.OD 8 36.25 0.60% 557.25 557A0 HWE YD13P 30" Yard Inlet - Dome Top 547.33 12 19.25 3.12% 1 5KL35 542,76 HWE YD15 24" cleenout 550.25 12 e.75 5,71% 5&1.50 534.00 HOPE YD16C 30" Yard Inlet 554.00 72 44,o 3.41% 55150 549.00 HOPE YO16C 12" Cleenout 564.25 12 :1.00 3.70 % 549.00 646.00 HOPE YD16D1 30"Yard Inlet 557.00 8 34.33 3.41% ST3.00 551.83 HOPE VD100 3W Y. d Inlet 555.83 8 21.83 640% 651,83 554.00 HOPE YD16F W Yard Inlet 560.67 a 39,50 &61 539.67 556.25 HOPE YD16E 30" Yard Inlet 560.00 8 74,67 1.67% 536.25 555.00 HOPE ROOFI2A IT Cleei 559.75 B 5.00 1 1.64% 5%00 554,92. HOPE ROOF12 12" Cieenout 559.42 8 20.75 0.49% 554.92 554.W HOPE Lic. No. 035791 �SS`'09/25/20 ?�i,'tiStONAL E� L9 M � M N z V LU CIO N Q W N z WQ N N w Q w z � 0 LIJ M < 5 O Q L W J Z oC z = W I ' Q . Y 02 w �W V Ulf c/a J W Z w J t_ vj H� J~ w C_r'''0) V J � z Q OC 0 N w a to JOB NO. 182157 SCALE 1H _ 301 SHEET NO. 12 ����------_- ��m•®gym• �- I1• 1 1 11 11 .11 ���_----_ . 1 1: 1 1 11 11 11 1 I I 1 1 1 1 11 1• ! ���m����m�m��mm•�mmm��� _-___---___-- ®�������m�m�mtmoommmmt� _-__-_----_-- o��m����m�m���aommm •��m� Ill ®-_�_��_�®�®®�®° • / B • • 1 - • • 1 • I I I • • D (M) FLOW TYPE INLET 'TYPE .AREA (FiZ) PERIMETER (PT) A (ACRES) C 1 (IN7HRY Q (tiPB) YDl 12"Nyloplast Yard Inlet 0.4'_ 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YDI 12"Nyloplast Yard Inlet 0.4? 0..49 0.11 0.50 6.50 0.358 1.37 WEIR FLOW YDI 12"NybplGst Yard Lnkt-50%cb�ed 0.21 2.25 O.11 0.50 4.00 0.220 1.13 WEIRFLOW YDI 13"Nyloplast Yazd Inlet -SO%cogged 0.21 2.25 O.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 IS"NyoplasF Yard Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0.91 WEIRFLOW YD2 I5"Nyoplast Yard Inlet 0.64 5.40 0.12 0.30 6.50 0.234 0.91 WEIR FLOW YD9 12"Nvbplast Yard Inlet-50%cogged 0.32 2.70 0.12 0.30 4.00 0.144 0.32 WEIR FLOW YD2 15"Nybi.last Yard Inlet-507o ckgged 0.42 2.70 0.12 0.30 6.50 0.234 1.13 WEIRFLOW YD3 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD3 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 9.130 0.54 WEIRFLOW YD3 12"Nyoplast Yazd Inlet -50%coged 0.2] 2.25 0.04 0.50 4.00 0.080 0.52 WEIRFLOW YD3 12"NybplastYard Inlet -50%cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.36 WEIRFLOW YD4 30"Nyoplast Yard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3�3 WEIR FLOW YD4 30"Nyoplast Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.0II ORIFICE FLOW YD4 30"Nvbplast Yard Inlet -SO%cogged IA3 4.30 1.64 0.55 4.00 3.608 4.0II ORIFICEFLOW YD4 30"Nyloplast Yard Inlet -50%cb�ed 1.43 4.30 L64 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30"Nyoplast Yard Inlet 2,85 8.60 1.64 0.55 4.00 3.608 3J3 WEIRFLOW YD4A 30"Nyoplast Yard Inlet 2.85 8.60 L64 0.55 6.50 5.863 4.0II ORIFICE FLOW YD4A 30"NybMlastYard Inlet -50%cbg8ed 1.43 4.30 1.64 0.55 4.00 3.608 4.0II ORIFICE FLOW YLYIA 30"Nyoplast Yazd Inlet -50%cb�ed 1.43 5,40 1.64 0.55 6.50 5.863 7.03. ORIFICE FLOW YD3 12"Nybp�st Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YES 12"Nybp43st Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.182 0.18 WEIRFLOW YDS ° 12"N b last Yard Inlet - 50 /o clogged Y P 0.21 2.25 0.08 0.35 4.00 O.l 12 0.98 WEIR FLOW YD3 12"Nyoplast Yard Inlet-50%cb�ed 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLOW YD6 IS"Nyoplast Yard Inlet 0.64 5.40 0.21 0.45 4.00 0.378 0.48 WEIRFLOW YD6 I S"Nyoplast Yard Inlet 0.64 5.40 0.21 0.45 6.50 0.614 I35 WEIRFLOW YD6 15"Nyoplast Yard Inlet -SO%cogged 0.32 2.70 0.21 0.45 4.00 0.378 1.58 WEIRFLOW YD6 15"Nyoplast Yard Inlet -50%cbcged 0.32 2.70 0.21 0.45 6.50 0.614 2.15 WEIR FLOW YD7B l2"Nybphst Yard Inlet 0.42 4.49 0.19 0.35 4.00 0.26E 0.98 WEIR FLOW YD7B 12"Nyoplast Yard Inlet 0.42 4.49 0.19 0.35 6.50 0.432 1?t WEIRFLOW YU78 12"Nyoplast Yard Inlet -50%cogged 0.21 2.25 0.19 0.35 4.00 0.266 IJ9 WEIR FLOW YD78 12"Nyoplast Yard Inlet-50%cogged 0.21 '_:LS O.19 0.35 6.50 0.432 1.92 WEIRFLOW YD7C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 OS3 WEIR FLOW YD7C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.94 WEIR FLOW YD7C 12" Nyoplast Yard Inlet - 50%cbpged 0.21 2.25 0.09 0.35 4.00 0.12E 0.35 WEIR FLOW YD7C 12"Nyoplast Yard tnkt-50%cbg�n',d 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLAW YD7D 12"Nyloplast Yard Inlet 0.42 4.49 0.06 0.35 4.90 0.084 0.41 WEIRFLOW YD7D 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0.56 WEIRFLOW YD7D 12"Nyoplast Yard Inlet -50%cogged 0.21 2.25 0.06 0.35 4.00 0.0$4 0.55 WEIRFLOW YD7D 12"Nvbplast Yard Inlet - 50%cogged 0.21 2.25 0.06 035 6.50 0.137 0.39 WEIR FLOW YD7E 12"Nyloplast Yard Inlet 0.42 4.49 0.06 0.35 4.90 0.084 O.Al WEIRFLOW YD7E 12"Nyloplast Yard Inlet 0.4_' 4.49 0.06 0.35 6.50 0.137 0.96 WEIRFLOW YD7E 12"Nyoplast Yard Inlet -50%cogged 0.21 2.25 0.06 0.35 4.00 0.084 0.55 WEIR FLOW YD7E 12"Nybplas[Yard Inlet -50%cbg;gcd 0.21 2.25 0.06 0.35 6.50 0.137 0.3C WEIRFLOW YD8 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIRFLOW YD8 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 034 WEIRFLOW YD8 12"Nyoplast Yard 6tkt-50%clogged 0.21 2.25 0.09 0.35 4.00 0.126 0.35 WEIR FLOW YD8 12"Nvbplast Yard In STRUCTURE DRAINAGE D (IN) FLAW TYPE INLET TYPE AREA tET2) PERIMETER IFT) A (ACRES) C f II(\': HIO Q ICE'S] YDI3C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.40 4.00 0.144 O.SA WEIR FLOW YD13C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.234 0.9A WEIRFLOW YDI3C I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.40 4.00 0.144 0.92 WEIRFLOW YDI3C I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.40 6.50 0.234 1.2A WEIR FLOW YD13E 12"Nyoplast Yard Inlet 0.42 4.49 0.08 0.40 4.00 O.128 0.5a WEIRFLOW YD13E 12"Nyoplast Yard Inlet 0.42 4.49 0.08 0.40 6.50 0.308 OA4 WEIR FLOW YD13E 12"Nyoplast Yard Inlet-50%cbpged 0.?L 3.25 0.09 0.40 4.00 0.128 0.89 WEIRFLOW YD13E 12"Nyloplast Yard Inlet- 50% clogged 0.21 3.25 0.08 0.40 6.50 0.308 l.lA WEIRFLOW YDI3G 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.50 4.00 0.120 0.52 WEIRFLOW YDI3G 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR PLOW YDI3G 12"Nyoplast Yard Inlet-50%cogged 0.2] 2:25 0.06 0.50 4.00 0.120 0.62 WEIRFLOW YDI3G 12"Nybphast Yard Inlet-50%cogged 0.2] 2.25 0.06 0.50 6.50 0.195 Ll3 WEIRFLOW YDl3H l2"Nybphst Yard Inlet 0.42 4.49 O.11 0.40 4.tl0 O.I7$ 0.62 WEIRFLOW YD13H 12"Nyoplast Yard Inlet 0.42 4.49 �.11 O.dU 6.50 0.2$6 0.92 WEIR FLOW YDI3H 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.11 0.40 4.00 0.176 1.07 WEIRFLOW YDI3H 12"Nyoplast Yard Inlet-50%cb�teed 0.21 2.25 0-11 0.40 6.50 0?86 1.4A WEIRFLOW YUl3f 12"Nyoplast Yard Inlet 0.42 4.49 U.09 0.35 4.00 0.126 0.52 WEIR FLOW YDI3I 12"Nybphast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0205 0.74 WEIRFLOW YUI31 l2"Nyoplast Yard Inlet- SOYo cogged 0.21 2.25 0.09 0.35 4.00 0.126 0.8.r WEIRFLOW YUI3I L"Nyb last Yard Inlet -SO%cogged 0.21 2.25 0.09 0.35 (i.50 0205 1.1: WEIRFLOW YD15C 12"Nyoplast Yard Inlet 0.42 4.49 O.12 0.45 4.00 0.216 0.71 WEIRFLOW YDl3K l2"Nyoplast Yard Inlet 0.42 4.49 O.12 0.45 6.50 0.351 t.0. WEIRFLOW YDI3K l2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 O.12 0.45 4.00 0.216 1.27 WEIRFLOW YDI3K 12" Nyoplast Yard Inlet- 50%cogged 0.21 2.25 O.I2 0.21 6.50 0.351 l.b^. WEIR FLOW YDI3L 12"Nyoplast Yard Inlet 0.42 4.49 OA8 O.GO 4.00 0.192 0.71 WEIRFLOW YD13L 1Y'Nybplast Yard Inlet 0.42 4A9 0.08 0.60 b.50 0.312 0.9N WEIR FLOW YD13E l2"Nybp4tst Yard Inlet - SO°%cbgted f.2I 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW Yll13L 12"Nyloplast Yazd Inlet -SO°ib cogged 0.21 2.25 O.U9 0.60 G.50 0.312 1.59 WEIR FLOW YDl3M 12"Nyloplast Yard Inlet �.21 4.49 0.04 0.60 4.00 0.096 0.44 WEIRFLOW YDI3M 12"Nyoplast Yard Inlet 0.42 4,49 0.04 �.60 6.50 0.I56 0.61 WEIR FLOW YUI3M I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 4.00 0.096 0.71 WEIRFLOW YUl3M 12"N bplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 6.50 0.156 0.9:, WEEt FLOW YD13N 12"N}opMast Yard Inlet 0.21 4.49 0.01 D.30 4.00 0.012 O.11 WEIRFLOW YD(3N 12"Nybphs[Yanl Inlet 0.42 4.49 0.01 0.30 6.50 0.020 0.19 WEIRFLOW YDI3N I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 U.01 0.30 4.00 0.012 O.IA WEIR FLOW YDl3N 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.2a WEIR FLOW YD130 l2"Nyoplast Yard Inlet 0.42 4.49 0.08 0.35 4.00 O.I12 0.49 WEIR PLOW YD130 12"Nyoplast Yard Inlet 0.42 4.49 O.UB 0.35 6.50 0.182 O.bA WEIR FLOW YD130 12"Nyoplast Yard Inlet-SO%cbg(;ed 0.2I 2.25 0.08 0.35 4.00 0.112 0.7A WEIR FLOW YD130 12"Nybpl3st Yard htkt -SO%cogged 0.21 2.25 O.U8 0.35 6.50 0.182 1.OA WEIRFLOW YD13P l5"N}ItplestYard inlet 0.&A 5.40 0.30 0.30 4.00 0.3G0 0.99 WEIR FLOW YD13P l5"Nybp}ast Yard l711et 0.64 5.40 0.30 0.30 6.50 0.585 131 WEIRFLOW YD13P IS"Nyoplast Yard Inlet-50%cbged 0.32 2.70 0.30 0.30 4.00 0.360 1.31 WEIR FLOW YD13P l5"Nyoplast Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 6.50 O.S85 2.OA WEIRFLOW YDI4 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.4A WEIR FLOW YDI4 l2"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.176 0.6i WEIR FLOW YDl4 0 l2 N o last Yard Inlet -SO/o clogged Y P 0.21 2.25 0.09 0.30 4.00 0.108 0.7A WEIRFLOW YDI4 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.09 0.30 6.50 0.176 1.0f WEIR FLOW YDIS 12"Nyoplast Yard Inlet 0.42 4.49 O.IO 0.35 4.00 0.140 0.5". WEIR FLOW YDIS 12"Nolast Yard Inlet } P 0.42 4.49 O.10 0.35 6.50 0.228 0.7G WEIRFLOW YDIS 12"Nybphst Yard Inlet -SO%cogged 0.21 2.25 O.10 0.35 4.00 0.140 0.91. WEIR FLOW YD75 I2"NybphstYard Inlet-50%cogged 0.21 2.25 O.IU 0.35 6.50 0.228 L2B WEIR FLOW YDISA 12"Nyoplast Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"N}bp}ast Yard Inlet 0.42 4.49 U.OS 0.50 6.50 U.163 0.63 WEIRFLOW YDISA I2"Nybpmst Yard Inlet-50%cogged 0.21 225 0.05 0.50 4.00 O.I00 0.7t WEIRFLOW YDISA o clogged I2"N b last Yard Inlet-50 /o Y P 0.2I 2.25 0.05 0.50 6.50 O.I63 LEA WEIR FLOW YDIS➢ 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.30 4.00 0.072 0.3". WEIR FLOW YDISB 12"Nyoplast Yard Inlet �21 4,49 O.U6 0.30 6.50 O.I17 0.57 WEIR FLOW YD15B I2"Nyoplast Yard Inlet -SO%clogged 0?1 2.25 0.06 0.30 4.00 0.072 O.SR WEIRFLOW YIJISB 12"Nybpfbst Yard Inlet-50%cllg(>Rd 0.2I 2.25 U.06 0.30 6.50 O.I17 0.99 WEIR FLOW YDlSC 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.50 4.00 0.180 0.63 WEIRFLOW YD13K 1 2" N b last Yard Inlet 3 P 0:42 4.49 0.09 0.50 (i.50 0.293 0 93 WEIR FLOW R YDlSC 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.50 4.00 0.180 L6; WEIR FLOW YD15C 12"Nybptast Yard Inlet -SO%cogged 0.21 2.25 0.09 0.50 6:50 0.293 1.4A WEIRFLOW YDISD 12"Nblast Yard Inlet 1 P 0.42 4.49 0.04 0.50 4.00 0.080 0.35 WEIR FLOW YDISll 12"Nyoplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0-I30 0.54 WEIRFLOW YDlSD 12"Nyoplast Yard In let-50'%cb�ed 0.21 2.25 O.t4 0.50 4.00 0.080 0.62 WEIR FLOW YDISD 12"Nyoplast Yard htkt- SO% cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIRFLOW YDISE 12"Nyoplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.35 WEIRFLOW YDISE 2" tY Yard n I Nb1rs a Inlet 3 P 042 449 0. 04 O50 650 O I30 0.5 4 WEIR FLOW W YDISE 0 12"Nyoplast Yard Inlet-50%cogged O.ZI 2.25 0.04 0.50 4.00 0.080 O.G2 WEIRFLOW YDISE 12"Nyoplast Yard Inlet-50%cogged 0.2] 2.25 0.04 0.50 6.50 0.I30 0.84 WEIR FLOW YDI6A 30" N}b�gst Yard Inlet 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIR FLOW YDI6A 30"N b IastYard Inlet y P 2.85 $.60 0.22 0.40 6.50 0.572 09f WEIR FLOW I YDISA 30"NyloplastYazd Inlet-50%cb�ed L43 4.30 O:L2 0.40 4.00 0.352 1.09 WEIRFLOW YDI6A 30"Nyloplast Yard Inlet-50%°cb�ed L43 430 0.22 0.40 6.50 0.572 L50 WEIRFLOW YD16C 30"NybplastYard Inlet 2.85 8.Po 1.28 0.35 4.00 1.792 2.03 WEIRFLOW YDI6C 30"Nyoplast Yard Inlet 2.85 8.60 1.28 0.35 6.50 2.912 2.Sf WEIR FLOW YDIGC 30"Nyoplast Yard Inlet-50%cogged L43 4.30 1.28 0.35 4.00 1.792 3.22 WEIRFLOW YDl6C 30"Nyoplast Yard Inlet -SO%cogged L43 4.30 L28 0.35 6.50 2.912 4.Of ORIFICE FLOW YDt6D 30"Nyoplast Yard Inlet 2.85 8.G0 0.21 0.35 4.00 0.294 0.67 WEIR FLOW YDI6D 30"Nyoplast Yard Inlet 2.85 S.GO 0.2I 0.35 6.50 0.478 0.84 WEIR FLOW YDIGD 30"Nyoplast Yard lrilet-50%cogged L43 4.30 0.21 0.35 4.00 0.294 0.81 WEIRFLOW YDIGll 30"Nyoplast Yard Inlet-50%clogged 1.43 4.30 0.21 035 6.50 0.478 t33 WEIR FLOW YDIGDI 3tl"Nyoplast Yard Inlet 2.85 8.60 1.25 0.35 4.00 1.750 2.00 WEIRFLOW YD16DI 30"Nyoplast Yard Inlet 2.85 8.60 L25 0.35 6.50 2.844 2.7E WEIR FLOW YD1bDl 30"Nyoplast Yard Ltkt-50%cogged L43 4.30 L2S 0.35 4.00 L75tl 3.1^. WEIR FLOW YD16D1 30"Nyoplast Yard Inlet -SO%cogged 1.43 4.30 125 0.35 6.50 2.844 4.00 ORIFICE FLOW YD16E 30"N b last Yard Inlet Y P 2.85 5.60 0.64 0.35 4.00 0.896 1.2A WEIR PLOW YDI6E 30"Nyoplast Yard Inlet 2.85 8.60 0.04 0.35 6.50 1.456 1.7^. WEIR FLO W YDI6E 30"Nyoplast Yard Inlet -50%cbP„ged L43 4.30 0.64 0.35 4.00 0.896 2.03 WEIR FLOW YD16E 30" Nybphst Yard Inlet- SO°/d cogged 1.43 4,30 0.64 0.35 6.50 1.456 2.NA WEIR FLO W YD16F' 30"Nyoplast Yard Inlet 2.85 8.60 0.15 0.50 4.00 0.300 0.62. WEIRFLOW YDI6F 30"Nyoplast Yard inlet 2.85 8.60 0.15 0.50 6.50 0.488 0.89 WEIR FLOW YDISE 30"Nyoplast Yard In INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 inlhr For spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet o g � ~O o a � 5 ^ d � � u '8 i w � � it � IE ,. .� � u o d ti fai ti o o 3 r5 � � y R �' � m � w n 10 a $ � � u m r '$` 9 � 9 m m rn � k W rn 3 � � r w° s g a v c II � rA g « o " 5 � m w " $ u;i � °+° � v � E � � Ill � u Z x fn 5 0 � 28 36 8.0 0.14 0.75 0.13f 0.51 0.00 0,51 0.0200 0.0200 2.0 0.0833 4.1650 a65 0.91 3.5192 0.146fi 0.1534 5.44 1.10 1.00 054 0.00 0 3B 8.0 0.08 0.75 0.045 O.tB 0.00 0.18 0.0500 0.0200 2.0 D.0833 4.1650 2.Sf 0.99 3.5192 0.1468 0.1652 4.43 1.36 LOD 0.18 0.00 Be 3B 1a0 0.74 0.l0 0.370 1.48 D.00 148 0.027f 0.0200 2.0 D.D833 4.1650 8.72 0.76 3.5192 0.1486 0.1314 9.78 1.49 tOD 1.48 D.00 8 3B f0.0 0.14 0.65 0.111 040 0.00 0.4t 0.0700 0.020D 2.0 D.D833 4.1650 3.41 0.98 3.5192 0.1466 01637 7,11 1.39 1.00 6.40 0.00 59 3B 12.0 D.10 0.75 D.143 0.54 Q.00 0,5a O.D700 0.0200 2.0 D.D833 4.1650 375 0.96 3.5192 0.146fi 0.7808 8.07 1.49 1.00 0.57 0.00 iC 30 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 D.D833 4.1650 2.78 0.99 3.5192 0.1488 0.1652 7.42 1.35 1.00 0.33 0.00 10B 38 1e.0 0.30 0.75 D.225 0.90 0.00 0.9D 0.1200 0.0200 2.0 D.O833 4.1650 4.42 0.95 3.5192 0.1488 0.1593 tt56 1.38 1.00 0,50 O.DO GO 38 8.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 1.00 3.5192 0.1468 0.1886 5.72 1.40 1.00 O.tB D.DO 70 3B 10.0 0.12 0.75 0.135 O.fiB 0-00 0.68 0.0300 0.0200 2.0 D.0833 4.1650 4.84 0.9C 3.5192 0.1466 0.1520 899 1.4f 1.OD 0.66 D.00 168 3B 8.0 0.14 075 0.1i5 0.42 0.00 0.42 O.D300 0.0200 2.0 80833 4.1650 3A2 0.95 3.5192 0.1466 0.1593 5.54 1.47 1.00 0,42 0.00 76 38 12,0 0.16 0.75 0.135 0.54 0,00 0.54 0.1200 0.0200 2.0 00833 4.1650 3.32 0.98 35192 0.1486 0.163] 9.18 1.31 t.DD 0,54 D.DO 20 3B 10.0 O.Of 0.75 0.008 0.27 0.00 0.27 0.1200 0.0200 T.0 O.D833 4.1850 2.b6 0.99 3.5192 0.146fi 0.1652 6.82 1.47 7.00 0.27 0.00 22 3B 8.0 0.07 0.75 D.D53 0.21 0.00 0.21 0.1200 0.0200 2.0 O.D833 4.1650 2.33 1.00 3.5192 0.146fi 0.1686 6.11 1.31 1.00 021 0.00 24 3B 0.0 0.05 0.90 D.045 D.18 0.00 0,18 0.0109 0.0200 2.0 O.D833 4.1659 3.45 0.98 3.5192 0.1466 0.163] 2.82 1.42 1.00 0.18 0:00 26 3B 8.0 0.12 0]5 0.090 0.36 0.00 0.38 0.0109 0.0200 2.0 D.D833 4.1650 4.47 0.92 3.5192 0.146fi 0.15a9 3.90 1.54 100 0.38 D.00 30 3B 12.0 D.16 0.65 O.ti5 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 2.11 0.99 3.St 92 0.1468 0.1652 8,18 1.47 1.00 D.42 0.00 308 38 12.0 0.14 0.75 D.135 0,54 0.00 0,54 0.1200 0.0200 2.0 D.0833 4.1650 3.71 0.98 3.5192 0.1486 0.1837 0,18 1.37 1.00 0,54 D.00. 3G 38 10.0 D.14 0.65 O.D9t 0.38 0.00 0.3e 0,0820 0.0200 2.0 D.D833 4.1650 3.D9 0.99 3.5192 0,1468 0.1852 8.90 1.dt t00 0.36 0.00 328 3B 10.0 0.16 0.75 0.131 048 0.00 0.48 0.0820 0.0200 2.0 O.D833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.79 1.28 100 D.48 O.DO 38 38 8.0 0.14 0.75 O.D75 0.36 0.00 0.30 0.0471 0.0200 2,0 O.Da33 4.1650 3.26 0.98 3.5192 O.i466 0.1637 5.20 1.54 100 0.30 0.00 36 38 8.0 0.00 0.75 OOt18 027 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.!! 0.98 3.5192 0.1466 0.ifi37 4.44 1.35 100 0.27 D.00 GO 3B 8.0 0.14 O.aO 0.112 0.45 0.00 0.45 0.0222 0.0200 2.0 O.D833 4.1650 a25 0.9! 3.5792 0.1488 0.1584 5.T0 1.52 t.OD 0.45 O.DO 42 30 8.0 0.15 0.90 0.13f 0.48 0.00 0,48 0.0184 0.0200 2.0 D.0833 4.1850 4.52 0.91 3.5792 0.1468 0.1534 5.17 1.55 t.OD 0,48 0.00 48 3B 6.0 0.06 0.75 0.045 0.18 0.00 018 0.0109 0.0200 2.0 D-D833 4:1650 3.dfi 0.98 3.5192 0.146E 0.1637 2.82 1.42 1.00 Oa8 0.00 Be 3B 8.0 D.15 O.fiS 0.098 0.30 0.00 0.3G 0.0109 0.0200 2.0 D.Da33 4.1650 a.61 0.90 3.5192 0.146fi 0.15Z0 4.08 1.47 7.00 0.36 D.DO 50 38 9.0 0.1E 0.75 0.135 O.Sb 0.00 0.54 0.0300 0.0200 2.0 D.0833 4.1650 4.31 0.9! 3.5192 0.146fi 0.75fi4 8.22 1.29 1.00 0,54 D.OD 32 38 12.0 0.24 0.75 0.136 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.36 0.9! 3.5192 0.146fi 0.1564 8,1C 1.47 7.00 0.72 0.90 56 3B 18.0 0.52 0.65 0338 1,35 0.00 t.35 0.0500 0.0200 2.0 D.0833 4.1650 5.52 0.95 a5182 0.146H 0.1446 11.18 14f t00 1.35 D.DO 58 38 8.0 0.17 0.75 O.D83 0.33 0.00 0.33 0.0473 0.0200 2.0 D.D833 4.1650 3.26 0.98 3.5192 D.14fi6 0.1637 5.64 1.42 1.00 0.33 D.Do 60 3B 10.0 O.iC 0.75 0.075 0.30 0.00 030 0.1200 0.0200 2.0 D.O833 4.1650 2.f8 0.99 85192 0.1468 0.1852 L43 1.4D 1.00 0.30 0.00 G2 38 10.0 0.13 0.75 0.088 0.30 0.00 D.39 0,1200 0.0200 2.0 D.D833 4.1650 2:96 0.99 3.5192 0.146fi 0.1652 7.96 1.26 t.00 0.3t O.DO 86 3B 10.0 0.11 0.75 0.083 0.33 0.00 0,33 0,1200 0.0200 2.0 D.D833 4.1650 2.78 0.9G 3.5192 0.1466 0.1652 7.42 1.35 1.OD 0,33 O.W Be 38 6.0 O.tl2 0.90 0.018 O.W 0.00 OH 0.0300 0.0200 2.0 D.D833 4.1650 2.02 1.OD 3.5192 0.1466 0.1888 2.57 1.58 1.DD 0.07 0:90 30 36 8.0 D.12 0.75 O.D90 0:38 0.00 0.38 0.0200 0.0200 2.0 D.D833 4.1850 J.99 0.95 3.5192 0.146fi 0.1593 4.BD 1.31 1.00 0.36 D.00 IG 3B 6.0 0.14 0.65 0.091 D36 0.00 0.38 0.0200 0.0200 20 n0833 4.1650 a01 095 3.5192 0,1466 0.1593 4.62 13C 1�0 0.38 0.00 84 3B 8.0 0.19 0.65 0.091 p.36 0.00 0,36 0.05oe 0.0200 2.0 OD833 4.1650 3.27 0.98 35192 0.1466 0.1837 6.l0 1.27 100 0.36 D.DO 30 3B 12.0 0.2G O.FS 0.136 0.52 D.00 Ob2 0,0991 0.02D0 2.0 D.0833 4.1650 3.l9 0.98 3.5192 0.1486 0.1837 8.53 14t t0D 0.52 D.00 '*uG 3B 10.0 0.11 0.65 D.D72 0.29 0.00 0.29 0.0991 0.0200 2.0 O.D833 M1.1650 2.71 0.99 3.5192 0.1466 0.1852 8.60 1.52 1.00 0.29 0.00 G4 3B 6.0 0.12 0.66 0,078 0,31 0.00 0.31 OA643 0.0200 2.0 0-D833 4.1650 8.99 O9G 3.5192 0.1466 0.1852 601 1.3f 1.00 081 D.DO 102 3B 12.0 0.72 0.85 0.273 7.08 0.00 1.09 OA215 0.0200 2.0 D.0833 4.1650 3.32 O.at 3.5192 0.1466 0.14t7 8.03 t.49 1.00 t.o9 0.00 TH 0�D �t- SCOTT R. LINS7 U Lic. No. 035791 1 ° 09/25/20 �oS'/ONAL E�Gl V/ ZZ O d I: uO U ~ ^ W j o In u Z J O a � H > z WD4 N K tII� -for Inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100 % capture is required at 6.5in/hr F N Q to N rn . 0) N z 1 N Q W M z N w N Q W \ G/1 / \ 7 /'i J Z _ _ \J Q LO 19 / ,-J t� W Q J H Q ( ) o �/ O J Q Q TT - for inlets draining to stormwater management facilities, Where oledand flow to facilities is not available, 1DO % capture is required at 6.5in/hr 1 I W U W 0 Y (1� 7Q LLJ Q Z V) J � Vill - H� U..� Z w ,-j J 1� Ill i Jw J � z H� Q i./ O0- o 0 N W O w a In JOB NO. 182157 gutter longitudinal slope of 0.001 should be used in a sump condition ' gutter longitudinal slope of 0.001 should be used in a sump condition SCALE grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have Inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth -for inlets draining to stormwater management facilities, the 0.5il check storm will suffice, for the 10yr conveyance to the facilities -for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice fbrthe 10yr conveyance to the facilities N.A. NOTE: Inlet size for structures determined by overland flax. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas_ NOTE. Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. SHEET NO. 14 STRUCTURE DRAINAGE l0 et -SO%cogged 0.21 lco et 0.42 4.49 0.09 0.30 4.00 0.096 0.34 WEIR lCIO et -SO%cogged 0.21 2.25 0.08 0.30 6.50 0.156 0! Nt 2: YD9 12"Nybplas[Yard Inlet -SO%cogged 0.21 2.25 0.04 0.30 4.00 0.04$ 0.44 WEIRFLOW WEIRFLOW LU YDI26 12"Nyoplast Yard Inlet -50%cogged 0.21 2.25 0.36 0.35 4.00 0.504 239 WEIRFLOW lLn i U e -- -- (FTITT)(FT) (ACRES) (B4/RAJ ( WEIRFLOW Coefficient Mannings lLU eft 0.08 0:86 0.038 201, 1 i: STRUCTURE DLiAMIACiE D FLOW TYPE INLET TYPE AREA PERIMETER A C 1 Q INLETS ON GRADE,. DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n i6 0.013 Inlet Hydrology curb and Gutter Inlet v $ 0 4 Op O =L > � w m w Ti 'K 'u c s z N � o II O Q U U Gd !i fJ a ; 8 � r � e m a � �' n � .9 o % X � q � U u psi u & a� '$ � ? � � W N 'S � Vl to 2i N N r W - a J u 6 � � 'y�. � ^�. lY d � � E �' x �p� °' � � N N � � C {j Z„ n N � � � W d d a' 2B 3B e.0 0.17 D.75 O.t37 0.83 000 O.Bt D.82D0 0.0200 2.D 0-0833 4.1850 548 OB6 3.5192 0.74fi5 0.1461 e.87 a0] 1.00 0.e3 0.00 4 38 8.0 0.06 0.75 0,045 0.29 O.W 0.29 0.0500 0.0200 2.D 0.0833 4.1850 3.ti 0.99 3.5192 0.7468 0.1652 !At 1.11 1.00 � 0.29 0.00 6B 3B 14.0 0.74 Q,lO 0.370 2.41 0:00 ?.41 0.027t 0.0200 20 0.0833 4.1650 8.08 0.98 3.5192 0.1466 0.1197 12.29 1.14 1.00 2.41 0.00 4 3B 10.0 0.17 0.65 0:111. 0.72 OOD D.73 OD700 0.0200 20 0.0833 4.1650 4.03 0.94 3.5192 0.14fi5 0.1578 9.OD 1.11 1.00 0,72 0.00 89 3B 120 0.79 0]5 0.743 0.83 0.00 O.G 0.07D0 0.0200 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.7466 O.t549 10.12 1.19 1.00 O.t3 0.00 10 38 10.0 0.it 0.75 0.083 0.54 0.00 0.54 O.t200 0.0200 2.0 0.0833 4.1650 331 0.98 3.5192 0.1466 0.1637 9.15 1.09 1.00 0.54 0.00 tOB 3B te.0 0.30 0]5 0.225 146 0.00 146 0.1200 0.0200 2.0 0-0833. 4.1650 4.83 093 3.St92 0.7466 0.1505 14.fi7 1.09 1.00 7.46 0.00 12 3B 9.0 0.05 0.80 0.045 0.29 0.l%1 D.29 0.1200 0.0200 2.D 0.0833 4.ifi50 2.64 0.99 3.5192 0.7466 0.1fi52 1.0t 1.13 1.00 0.29 0.00 10 3B 10.0 0.22 0.75 0.765 1,07 O:OD 1.07 0.03D0 0.0200 2.0 D.0833 4.1650 5.57 0.95 3.5192 D.1468 0.1448 8.70 1.15 1.00 1.07 0.00 1eB 38 9.0 0.14 075 0.705 O.eI 0.00 0.63 O.D300 0.0200 2.0 0.0833 4.1650 4.M 0.99 3.St92 0.1466 0.1520 8.99 1.15 1.00 0.68 0.00 18 3B 120 0.18 D.75 0.735 087 0.00 0.88 0.12D0 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.St92 0.7466 0.1593 11.44 LOS t00 0.88 0.00 20 3B 70.0 0.00 035 O.WB 0.44 0.00 0.44 D.12o0 0.0200 2.D 0.0833 4.ifi50 3.07 0.99 3.5192 O.t466 0.ifi52 8.37 1.20 1.00 0.44 0.00 22 38 8.0 0.07 0.75 0.053 0.34 O.W 0.34 0.1200 0.0200 2.0 0.0833 4.1650 2:80 0.99 3.St92 0.1466 0.1652 7.33 1.06 1.00 0.34 0.00 !4 3B L0 0.05 D.90 0.045 0.29 000 0.29 0.0109 0.0200 2.0 0-0833 4_ifi50 4.14 09! 3.5192 0.7466 0.1564 1.65 1.13 1.00 0.29 0.00 2e 3B e.0 0.12 0.75 0.090 0.50 0.00 0.59 D.D1 D9 0.0200 2.0 0.0633 4.1650 5.3] OA6 35192 0.1466 0.id6t 4.95 121 1.00 0.59 0.00 30 3B 120 0.16 0.65 O.itb Odi 0.00 0.63 0.1200 0.0200 2.D 0.0833 4.1650 3,61 0.97 3.5192 O.i4fi6 0.ifi22 70.14 1.19 1.00 0.68 0.00 308 36 ffi0 0.1a 0.75 0.135 0.88 0.00 O.aB 0.1200 0.0200 2.0 0.0833 4.1650 3.88 0.95 3.5192 0.1466 0.1593 11.da 1.05 1.00 0.88 0.00 32 3B 10.0 0.14 0.65 0.091 0.58 0.00 0.59 00820 0.0200 2.0 0.0833 4_ifi50 369 O.GB 3.51 B2 0.1466 0.ifi08 s.eo 1.76 1.00 0.59 0.00 3t6 3B 10.0 0:16 0.75 0.13i 0.78 O.OD 0.73 0.0820 0.0200 2.0 0.0833 4.ifi50 4.03 0.94 3.5192 O.i4fi6 0.15]8 9.]7 L02 1.00 078 0.00 36 3B 8.0 0.10 0.75 O.WS OA3 O.OD O.OL 0.04t1 0.0200 20 0.0833 4.1650 3,61 095 3.5192 0. t466 0.1593 8.48 1.23 1.00 0.49 0.00 36 38 8.0 0.00 0.75 o.ote 0.44 0.00 044 0.0282 0.0200 2.D 0.0633 4.1650 4.03 0.95 3.5192 0.1466 0.1593 !At 1.Oa 1.00 0.44 0.00 40 3B B.0 0.14 0.80 0.112 0.7t moo D]3 00222 0.0200 2:0 0.0833 4.1650 S.tO O.af 3.5192 OA466 0.1490 9.ef 1.21 1.00 0.7t 0.00 4f 38 B.0 0.15 D80 0.73t 0.78 000 0.73 0.0184 0.0200 2:0 0.0833 4.1650 842 0.86 3.5192 0.1466 0.1461 6.53 122 1.00 0.78 0.00 4e 38 a0 0.06 0.75 D,045 0.29 0.00 029 0.0109 0.0200 2.D O.OB33 4.1650 4.14 0.9! 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 4B 38 B.0 0.15 0,65 0.098 0.63 D.00 0. 63 0.0109 0.0200 2.D 0.0833 4.1650 5. 53 0.95 3.5192 0.1466 0.1446 l.13 1.74 1.00 0. 3 8 0.00 GD 3B B.D 0.18 0]5 0.135 088 m00 0.88 OD300 0.0200 20 00833 4.1650 5.17 0.8f 3.St92 0_i466 0.1490 1B! 1.D2 1.00 0.89 D.00 52 38 120 0.24 0.75 0:17L 1.17 0.00 1.17 0.0500 0.0200 2.D O.o833 4.1850 5.23 0.97 3.5i92 0.1466 0.1476 10.39 1.15 1.00 t.i7 0.00 54 38 1e.0 0.52 0.65 0,338 2.20 0.00 220 00500 0.0200 2.D 0.0833 4.1650 6.62 0.77 3.5192 D.1466 0.1329 14.42 1.1} 7.00 2.20 0.00 54 3B B.D 0.11 0.75 0.083 0.54 000 054 O.D473 0.0200 20 0.0833 4.ifi50 3.90 0.95 3.5192 D.1466 D.1593 7.04 1.14 1.00 0.54 0:00 BG 3B 10.0 O.iC 0.75 0.075 0.05 0.00 O.OG D.1200 0.0200 2.D 0.0833 4.ifi50 3.20 099 3.5192 0.7466 0.1652 B7t 1A4 1.00 0.49 D.DO G2 38 10.0 0.1t 0.75 0.090 0,63 0.00 0.63 D.1200 0.0200 2.D 0.0833 4.1850 3,53 0.97 3.5192 0.7466 0.16221.01 1,00 0.63 0.00 88 38 70.0 0.11 0.75 O.D83 0.54 0.00 0.54 0.1200 0.0200 29 0.0833 4.1650 3.31 0.99 3.5192 0.7466 0.1837 9.15 109 1.00 0.54 0.00 fie 3B 4.0 O.d2 D.90 0.018 0.72 O.DD 0.12 D.0300 O.OZ00 2.0 00833 41650 2,43 0.99 3.5192 0.7466 0.ifi52 3.77 1.26 1.00 0.12 0.00 PO 3B 8.0 0.12 0.75 0.090 O.Sfl D.OD 059 0.6200 0.0200 2.0 0.0833 41650 479 0.9D 3:5192 0.1466 0.1520 11 !80 1.0! 1.00 0.59 0.00 2f 3B e.0 014 0.65 0.087 0.59 O.OD 0.59 O.e200 0.02W 2.0 0.0833 41650 4.81 0.90 3.5t92 0.1466 0.1520 l.ef 1.0! 100 059 0.00 94 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.O59e 0.0200 2.0 0.0833 4.1650 3.92 097 3.5192 0.1466 0.1622 7.77 1.W 1.00 0.59 0.00 tD 3B 120 0.2" 0.65 0.73i 0.85 0.00 O.Bi D.D981 0. 0200 2.D 0.0833 4.ifi50 4.W 0.95 3,5192 0.14 66 0.1593 70.63 1.13 1.00 0.85 0. W S2 3B 10.o 0.11 0.65 O.W2 0.48 O.OD D.te D0991 0.0200 2.D 0.0833 4.1650 3.25 0.98 3,5192 D.1486 0.1637 I 8.14 1.23 1,00 0.48 0.00 94 3B 8.0 0.1t 0.65 0.078 0.51 0.00 0.51 O.Ofi43 0.0200 2.0 0.0833 4.1850 3.65 0.97 3.5192 0.1468 0.1622 1.0! 1.D7 1.00 0.51 0.00 102 3B 120 0.72 0.65 0.273 1.77 0.00 1n D.Dzts 0.0200 2.D 0.0833 4.1650 7.16 0]4 3Si92 0.1466 0.1285 10.44 L15 1.00 1.77 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and fi.5 iNhr for capacity and depth) Mannings n is 0.013 Inlet Hydrology Curb and Gorier Inlet Uffi s N� N � F ry ££ 3 �v y� C '" y 5 r B � s �' 0 E gs` $ q � � u �' 'R � � 1 d ti u ri a a v; . in 3 � � � � � left 0.08 0.75 0068 0.27 0, 00 0.27 O.Oo10 0.0200 2.0 0.0200 1.0000 8.29 al o.os p.7s opsa p27 D.00 os7 o.0o1a o.azap z.p p.osoo t.0000 e.ze 2 3C 6.0 combined (bw 0.5 0.07 0.162 3.71 left 0.0! 0]5 0,039 0.15 0, p0 0.15 0.0010 0.0200 2,0 0.0200 1.0000 SAO right o.D! 0.75 o.o3s o.ts o,Do 0.15 D:ooto o.ozoa z.o D.ozoo 1.D000 s.o4 8 3C 8.0 cartbbetl flow 0.3 0 ae 0.124 2.83 left 0.04 0.85 0.026 O.tO 0.00 O.W 0.0010 0.0200 2.0 0.0833 4.7850 4.39 rgM 0.0! 0.65 0.026 O.OB 0.00 0.08 0.0010 OA200 2.0 0.0033 da850 3.95 i6 3C 8.0 combined lbw 02 006 0.069 2.04 .18 O.OD 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.08 065 01039 Od8 0.00 0.18 0.0010 D.0200 2.0 0.0200 1.0000 5.12 28 3C 8.0 carrbined flaw 0.3 0.06 o.12a 2.92 Ion 0,08 0.65 0.039 O.t6 O,OD 0.78 0.0010 0.0200 2,0 0.0200 1.0000 5.12 right 0,04 0.65 0.046 0.19 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 542 56 3C 8.0 combined fbw D.3 0:06 0.135 3.38 left 909 0.65 0.039 0.23 O.W 0.23 O.Oo10 0.0200 2.0 0.0200 1.00D0 5.08 rght 0.09 0.65 0.039 0.23 0.00 0.23 0.0010 0.0200 2.J 0.0200 1.0000 5.98 568 3C 6.0 combined fbw' 0.5 0.0] 0.147 3.38 left 0.09 0]5 h068 0.27 0,W 0.27 0.0010 O.o200 20 0.0200 1.0000 829 right 0.12 0]5 O.OSg 0.3fi O,pO 0.38 0.0070 0.0200 2.0 0.0200 1.0000 7.00 70 3C 6.0 con6betl tow D.8 0.08 0.180 4.t2 ten D.oa p.7s o.039 au D.aD au o.Do10 o.ozop 2.p o.ozoo 1.000o a.fia right 0.08 0.75 0.045 0.18 0,00 0.18 0.0010 0.0200 2.0 0.0200 1.00oo 5.40 E'6 3C 8.0 cortbbed flow 0.3 0.06 0.124 3.85 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannin s Coefficient n is 0.013 9 , Inlet Hydrology Curb and Gutter Inlet � y � g N � A A' � � C g Y� 9 m J? III � yF $ � a 5 E � � § ; A o 4 � e V � s v " $ $ � R �q ��v �w�a�La a � 1 d ti � ci d o ui . in 3 v;i y r o a r ¢ lest o.ot p.75 o.a6e c4a p.00 0.44 p,00ta o.p2oo z.p o.pzao t.0000 7.54 rght 0.00 0.75 0,068 0.44 0.00 044 O.00W 0.020D 20 0.0200 t.0000 7.54 2 3C 6.0 combined lbw 0.3 0.10 0.224 5.73 left 0.05 0.75 0.038 0.24 000 024 O.00tO 0.0200 2.0 0.0200 t.0000 6.05 rght 0.05 075 0038 0.24 0.p0 024 O,OOW 00200 2.D O.D200 7.0000 8.05 6 3C 6.0 combined flow 0.5 0.08 0.172 3.94 btt 0.04 e65 002e D.17 O.Op O.t7 O.WtO 00200 2.0 0.0833 4.1850 5.27 rght 0.05 065 0.020 0.13 0.00 O.t3 O.00tO 00200 2,0 0.0833 4.1650 a73 18 3C 6.0 confined! fbw D.t O.De 0.123 2.82 oft U.O6 065 0.039 0.25 O.DO 0:2! O.00tO 0.0200 2D 00200 70000 6.14 rgh[ c06 O65 n03a 0.25 O.DO 025 0,0010 00200 2.0 0.0200 10000 6.14 28 3C 6.0 combined flow 0.5 O.OB D.178 4.07 left 0.08 0.65 D, 03G o.25 0.00 0.25 0, D310 0.0200 2.p 0.0200 7.0000 6.74 right O.M O85 0.046 0.30 O.DO 0.3D O.DOtO 00200 2D 0.0200 t.0000 6,50 56 3C 6.0 cortbinetl floe, 0.5 O.OG 0.176 4.28 left 0.05 0.65 0.059 0.38 0.00 0.38 O.ODtO 0.0200 2.0 0.0200 1.0000 7.15 rght 0.05 0.85 0,059 0.3E O.Oo 0.38 0.0010 00200 2.0 D,DzpD 1.0000 7.75 56B x 6.9 corrbinetl rove D.ao.zo4 ae7 left O.oS 035 D.p69 0.44 0.00 044 0.0010 0.0200 2.0 0.0200 1.00o0 7.54 right 0.12 0.75 O.OSc 0.59 0.00 0.59 0.0010 00200 20 0.0200 1.0000 8.40 70 3C 6.0 cortbinetl FI°w 1 0 0.11 0.248 5.69 ten a.o4 0.75 0.030 o.2e D.00 o.z9 o.00tD o.o2oD z.D o.ozpo 1.000o sss right 0.06 0.75 0.045 0.25 D.00 p.29 O.00tO 00200 2.p OA200 1.0000 8.48 76 3C 6.0 combined Flow 0.5 0.08 D.172 3.94 625 r \ N of Q PVI STA: 11+24-33 PVI ELEV: 629.09 K: 12.5o rH Tl> 191 PROPOSED LVC: 125.00 6 O 8" 22.5° BEND w 35 00. m Co. ° 0 SCOTT R. LINS7 1.z' Lu TIE-IN U Lic. No. 035791 TO EXISTING AVON ST. EXT. o n °+° w 620 35 3zq z STA. io+oo, ELEV=631.58 H � 'A � °p 09/25/20 Q V m V w m PROPOSED FIRE HYDRANT w p��' G1 SgIONAL '6 TIE-IN TO EXISTING 12" DI WATERLINE 1 i 630 3 ASSEMBLY WITH 8"x6"TEE WITH PROPOSED 1z"x8" T.S.&V. H PROPOSED VDOT STD. CD-1 ---� 2.00% 615 PROPOSED 8" CL. 5 D.I. WATERLINE � I 4.6' 3 5' O N o I MIN. 1- 625Lu \ a Ln 39 Ln 41 PROPOSED 610 Z 8" zz.5° BEND Lu/z r PROPOSED SANITARY SEWER _ PROPOSED VDOT STD. CD-1 35 3zA 1 zul SERVICE LATERAL CROSSINGS \ / 3 5' 620 z \\FILL (TYP.) 11 605 TIE-IN TO EXISTING 12" DI WATERLINE 1Lu WITH PROPOSED 12"x8" T.S.&V. Ln \ J 3oA \ 6�5 PROPOSED 8" CL. 5I D.I. WATERLINE Z a \ 4 6 O PROPOSED 8"x6" TEE 6' \ 3.5' O MIN. ~ cc 600 (1) - 8" G.V., (i) - 6" G.V. \ V I' w Ln ca Lu u� ^ o ZO Ln J Q \\ 610 4 1' F o Z > > H z \ Lu Lu " MATCHLINE - SEE THIS SHEET PROPOSED SANITARY SEWER CROSSIN PROPOSED SANITARY SEWER _ ROPC 595 \ SERVICE LATERAL CROSSINGS \ / 3 5 li \\ FILL (TYP.) / 1.1' PROPOSED FIRE HYDRANT a 605 ASSEMBLY WITH 8"x6" TEE \ �� � \ 3oA 590 2 PROPOSED VDOT STD. CD-1 Q 0 \\. oo PROPOSED 8"x6" TEE 6' o J 0 600 (1) - 8" G.V., (1)- 6" G.V. \\ O 585 `\ z MATCHLINE - SE THIS SHEE PROPOSED SANITARY SEWER CROSSIN 19 \ ° 595 F o \ \ Lu a �, 58o F kD CO co �0 ws ^o mg g 575 ' ROPOSED GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 1�+00 3 \ _ - /\ z M PROPOSED 8"x8" TEE C7 570 (3)-8"G.V. PVI STA:17+99.33 570 awmimm N \ PVI ELEV: 548.09 qzl- w PROPOSED FIRE HYDRANT \ K:3 .00 \ LVC: i 5o.00 M ASSEMBLY WITH 8"x6"TEE \ m m m 't N 565 \ N � 't 565 W C:)Z \ + �- 00 H C'iU j w VISTA: 1g+75. o w u j m CV N Lu m "u PVI ELEV: 535,7 Q PROPOSED 8" CL. 52 D.I. WATERLINE `\ K, z 32. 13z.5o LVC: > `J, J 560 \ 56o J \ w z ILL tD m + \ 0 't 1 J Q O \\ 0L;i1 V NL;i V ® > J \ U m U w `^ vJ /� I..L 555 vv m w 555 C) W \\0 o Q z EXISTING GRADE J O J \ 0 550 FILL \\z rn r 550 Q W 1oA 35' -� U ' Q MIN. w W 545 z O W Z \ PVI STA: u+o5.o0 545 LLI Q 06 � ' ' w Z \ �+€L 33. K z.5o D _I Q VERT CAL GRAPHIC SCALE NOTE: ALL ROADWAY EMBANKMENT MATERIAL s o' zs s 10 za �0o z w \ LOW PT. TA: z1+05.00 H4 O SHALL CONSIST OF SOIL AND BE PLACED IN PROPOSED VDOT STD. CD-1 - m \ LOW PT LEV:533•2O SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 54 0 \ �- 54 0 Lu z INCHES IN THICKNESS BEFORE COMPACTION OVER IN FELT ) 1.z' O N 00 m O N. 00 m TIE-IN TO EXISTING J J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH inch = ft. PROPOSED 8" IN -LINE G.V. + N w + n SCOTTSVILLE RD (RT zo) H VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 8A \ Lu u TA. z1+3z, ELEV=533-70 Cu 535 HORIZONTAL GRAPHIC SCALE m m w Lu 535 J NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN PROPOSED FIRE HYDRANT \ L LJ AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL 50 0 a5 50 100 lob ASSEMBLY WITH 8x6 " " TEE 3,1' �.0 - o� 00 z' SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS PROPOSED 8"x8" TEE \ CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER H RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND IN FEET 55 (3) - 8" G.V. \ a 0 L.L BRIDGE SPECIFICATIONS, SECTION 302.03G. 530 1 inch = 50 ft. 530 0- C:) ROPOSED VDOT STD. CD-1 ® C ) LzA PROPOSED VDOT STD, CD z NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. PROPOSED VDOT STD. CD-1 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 525 PROPOSED SANITARY SEWER CROSSIN 525 MINIMUM OF OF VERTICAL SEPARATION FROM STORM 1 1 1 1 3. i' SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & b SANITARY SEWER MUST BE PROVIDED. 10 f' 00 "t to 1 ^ 00 a '0 O ~ 0 00^ O (n �t . V1 't N m O O: N O �t ^ N a O' N O m N O m t0 ^ N 00 O O m N N O d O m 00 00 N It O N .+ 0 O LO m O O O 00 N N^ N S S Ol } 06 m ^ N LD �t 00 `^ N O N m ^ m 00 ^ 0) m vl Vl `^ L0 N d ~ `n N m 0! w S m N m 'D N m ID H N N O N O O ♦i 10 O O 0 m O Ln W m m I� 00 ^ l0 1� 0 l0 ^ In ID Ln LO S LYl � �t S 'zr .i' It S m .t m m m m y� m O_ U7 l0 l0 tO 10 ID lb W 10 L!1 LYl Ln Ln Ln m Ln L' Vl Ln m Ln VI m In JOB NO. 182157 9+50 10+00 1o+5o 11+00 11+5o 12+00 12+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 SCALE III -5Q1 DAUPHIN DRIVE PROFILE SHEET N0. PUBLIC ROAD - DESIGN SPEED = 25 MPH 15 6?o i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 61S NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 67.0 SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN 605 THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. boo NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 5 ` JE =0 580 575 570 565 56o PROPOSED WATER SERVICE LATERAL CROSSINGS STR:20 VDOT STD. DI-36 (L=io') TP=589.9z INV IN: 58433 TO 22 INV IN: 585.67 TO YD6 INV OUT: 582.75 TO 18 STR:18 VDOT STD. DI-3B (L=12') TP=588.o8 INV IN: 58i.5o TO 20 INV OUT: 577.83 TO 16 iD / u STR 1 VDOT STD DI- B (L=io') -L a INV IN: 003.75 1 u Kuut-3 INV OUT: 6o1.33 TO 24 d m M N N 0 N fF- Ln 000 0 000 0 � O 0 W > 00�00�F- Wn c Z Z 70 ° >>> / �ZZZ m 0 Ln NO z Oo / / H 0 N ^�o vO1 > o vO1- Al `° ZO p_ >> _/ L, i z- / 1 4' / d °m LL 00,0 PROPOSED WATER/ 0 N o SERVICE LATERAL M mfy= 000 - CROSSINGS y un F- i Ln °o °o F �5 RC 2.a6% m Hzzzo H a»» Ln I- Z Z Z Z 7y.o41;F� 1 2.2 MATCHLINE - 15" RCP 13 LF Qa 1i.67% n' I.17 / (PROPOSED SANITARY SEWER FILL (TYP.) OPOSED WATERLINE v�XISTING GRAC 'OSSING PROPOSED SANITARY SEWER 1 SERVICE LATERAL CROSSINGS \-15" RCP 15" RCP 37-o2 LF [7a 5. 5' 15.67 LF [7a 1.6o% / 15" RCP 49.86 LF @ 2.47% L-PROPOSED SANITARY SEWER CR 4 3 - 0 m N / °p TP=57733 0 00 �D O INV IN: 569.SoTO26 F- OO - 1h�Ca INV OUT: 568.75 TO 12 F o O `^ a �b > Vl V1F- / O �nZ Zp 1'1 PROPOSED a > > > 8" WATERLINE m Ln F z z z \ CROSSING m m o o lO Ln O 00 Oul O 0' 0 N �0 > o,�� 0 iF Z O I.- a» inr?je m M t m 00 N} 0o O V) OFOo V/, / o 0 m / o LnL.0� N Z Z 0 / F ->>>> Ln FZZZZ _ I o / J 555 m o �Lc °(° 6ti9 o � N 0 000 4FILL(TYP.) 1.0 nnO 1� Ln ko m0^ MM�:550 `u > m`^ nj mN da pZm o/ LnI >-0 H d>>> Unl-Z_ZZ O 0000� H F N / Z Ln H l0 N 0) N m 545 m m �. / n `° o 0^ rl O N It In m m M M o �LnLn0Ln� / o �Do / 0 00~ �o �ZzzZ0 u _ v~i ~~ Ln 0 u in F.ZZZZZ N d�0 0 / H 0 N O O O 0 000~/ MN p 0 O H H H H vi > co `^ `n� °0 z0 CQ Go/° `R�K1 540 � ac°o N a mz 2 O om �mLn F a>>> ° ~ Ln z z z �F N Z Z Z 13y35 O m all. > > >> z z z PROPOSED G.L. 8" WATERLINE 535 /z / CROSSING ik_24w RCP 530 ' 66.86 CF @ 9% N TO SWM FACILITY 1.1' INV OUT=527,25 36 ' RCP 79% ROPOSED SANITARY SEWER CROSSING 525 15 78.3aLF C 24" RCP 64.02 LF @1.67% ?�7 30" RCP 30.16 LF Qa 0.83% 520 24" RCP 27.79 LF Qa 24" RCP 44.7o LF Qa 6.33% 15" RCP 38.02 LF Qa 3.29% i 15" RCP 75 76 LF Qa 7.04% )POSED 8" WATERLINE CROSSING 15" RCP 55.62 LF t7a 7.19% STR:26 VDOT STD. DI-313 (L=6') TP=6o8.42 INV IN: 6o1.75 TO 28 INV IN: 603.75 TO ROOFS INV OUT: 6o1.33 TO 24 m M N N ww 0 N fF- 000 Ln 0 000 0 v o 0wo > 00�00�F- W N o Z Z � m d II >>> V) �ZZZ 0 0 nO 00 F- / / F 0 N 0 0 > ^ko 1p F o vO1- z / `° 0 v a» zz// / 14' 0 0 0 m m M N N N W W 00 Ol ^ n LYl 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 8+00 STR-36 - UNDERGROUND DETENTION PROFILE STR:28 VDOT STD. DI-3C (L=6') TP=6o8.25 INV IN: 602.io TO 30 INV IN: 604.25 TO YD7 INV OUT: 602.00 TO 26 N J m ii M 0m 0N M mcxo 0000E- p ���o �n S I�10 - 15" RCP 159-59 LF t7a 0.510/1 TICALI GRAPHIC SCALE IN FEET ) t 1 ch = 5 ft. HORIZONTAL GRAPHIC SC a 2s so iDo IN FEET ) 1 i ch = b0 ft. 62o 615 610 6o5 e 59c Ego 580 575 570 0 = N M m 00Ln 0 00 ° m M mmo H O 0 rl `� 635 o o �� m m�ZZ� 00 ~ rmn mO1 00 o mm�o > "W'�� FZZZ L m H mezzo g � 630 �a»> to a-zZz _ NO - cx �O EL Ln rz - - - - PROPOSED ` �CROSSING INE - 625 PROPOSED WATER/ -SERVICE LATERAL CROSSINGS , o> ^ �00 � � I- 11 F a'a6% m � z z z j4.04 a»» Ln F Z Z Z Z 2.2 MATCH 15" RCP 131-17 LF @io.67%° z.o' /PROOSED SANITARY SEWER SERVICE LATERAL CROSSING` FILL(TYP.) OPOSED WATERLINE - -EXISTINGGRADE 'OSSING PROPOSED SANITARY SEWER ( SERVICE LATERAL CROSSINGS RCP 37 37.02 LF [7a 15' RCP 15.67 LF @a 1.6o% 15" RCP 49.86 LF Qa 2.470/6 L ri 3 9+00 15" RCP 159-59 LF @ o. `n Ln ^ o N N 0] W O 0 N N N N 10+00 11+00 12+00 620 62.5 6o5 •.• Lic. No. 035791 � 09/25/20 * ,1SIONAL E�Gl L N r4 � N L9 Zcy) T_ ti M C'M N z 4 LLJ co N W z N Lu W \Q -i z w J Q J � _j EE Lli L [- O Q O Lu W W' I Lu W (D Q p ~ W J : ) H� W W � J J ® cf) J Lu W ( � V � z Q H� (N ® CD v/ (N 595 W W o L a � JOB NO. 182157 SCALE II _ 501 SHEET N0. 20 STR:68 VDOT STD. DI-36 (L=4') TP=576.17 INV IN: 570.27 TO 70 INV OUT: 570.17 TO 64 STR:64 VDOT STD. MH TP=574.67 580 INV IN: 569.67 TO 68 STR:7o VDOT STD. DI-3C INV IN: 568.77TO 66 TP=576.17 INV OUT: 568.67 TO 6z INV IN: 571.92 TO ROOFS INV OUT: 571.i7 TO 68 575 __ 575 PROPOSED GRAD H.G.L. 570 570 RCP 28.48 LF t7a 3.16% 15" RCP 565 15-79 LF @ 3-17% 565 / FILL (TYP.) � XISTING GRADE 56o 56o O F O 0+00 STR-70 - STR-64 PROFILE NOTES: z. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 56o EXISTING GRAD STR:56 VDOT STD. DI-3C (L=6') TP=938.o8 - INV IN: 531.02 TO 56B INV IN: 531.02 TO 58 INV IN: 533.83 TO YD1z INV OUT: 530.9 z TO 6 540 H.G.L.- 535 PROPOSED 8" WATERLINE CROSSING 530 525 W 7 N 0 u STR:102 VDOT STD. DI-313 (L=12') o O _m TP=529.58 �_� 535 p O, INV IN: 522.24TO io6 F o _0 545 INV IN:522.24TO 112 0 F N INV OUT: 522-14 TO N 00 F ^� Ln 530 F- C z 530 LO �0 M ° Ln 540 =FZ PROPOSED GRADE XISTING GRAI 525 525 535 H.G.L: -PROPOSED GRADE 520 520 530 �4" RCP 36.57 LF Qa 0.71% 15"RIP 43.7o LF Qa 0.53% 515 53-5 20POSED SANITARY � N rl m 00 m Ln 0+00 STR-56B - STR-56 PROFILE oco p O L H rLln STR:58 VDOT STD. DI.3B (L=8') 00 ,m TP=539.92 m 0. 545 INV IN: 534-17TO6o 000moZ) INV IN: 533,52 TO 58B i- 0 INV IN: 535.92 TO ROOF 6 F z INV OUT: 533.42 TO 56 540 540 PROPOSED GRADE FILL(TYPJ / GRAD XISTING �' 535 535 H.G.L. PROPOSED SANITARY 15" z 7 CP SEWER CROSSING 34.13 LF t7a o.67% 530 530 o `^ 01 1p � m m o+00 STR-58B - STR-58 PROFILE 56o / EXISTING GRADE i' 555 555 , m / \ 'n / o / Ln to Ln 550 STR:So VDOT STD. DI-3B (L=8') 0 0 0 0,6 550 TP=53925 Op o oro m STR:54 VC J INV IN: 53310 TO 5z N n �^� �nz TP 544.75 INV OUT: 533.00 TO 4 ^ O INV IN: 54 m N r z z INV OUT: p ,0„'D O PROPOSED GRADE 545 F O O °o _PROPOSED WATER- Ln545 $1 ,°, o SERVICE LATERAL � PROPOSED 0 0 0 rn m v,H CROSSINGS 8" WATERLINE >> w mezzo CROSSING 540 � 11 z z z 540 .6'�S"RCP 11L.. 15 1 �,zJ' 45.67LFQai.c 535 535 - ilk - PROPOSED S , ° SEWER CROS ° z�z' 15" RCP 530 131.98 LF @3,71% 530 15" RCP 39-24 LF @6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 �w Ln 0+00 1+00 2+00 STR-54 - STR-4 PROFILE OT STD. DI-3B (L=16') .25TO YDzo i38.58 TO 52 15% 4NITARY SING N N 0+00 STR-1.12 - STR-102 PROFILE 545 EXISTING STR:z VDOT STD. DI-3C (L=8') TP=534-00 INV IN: 528.42 TO 2B INV IN: 527.6o TO 4 INV IN: 529.00 TO YD2 INV OUT: 527.5o TO 535 H. 530 6001 STR:zB VDOT STD. DI-36 (L=6') TP=534.25 INV OUT: 529.17TO 2 540 535 _tJPO SED GRADE 530 L�RCP 42-z.41 LF Qa 1.77% 525 525 N o+00 STR-213 - STR-z PROFILE 56o 56o STR:6 VDOT 5 INS INV I INV II INV IN INV O 555 555 , /XISTING GRADE 550 / a 550 m m iD. DI-3C (L=6') s o TP=539-17 Ln 0 IN:53.67TO8 m 545 N: 530.27 TO 56 4:532.92TO66 p m o m~ mO 534.25 TO YD2 UT: 530.17 TO 4 I—z 540 540 PROPOSED GRADE 535 535 530 .G.L. 530 15" RCP 37-95 LF Qa 2.85% 525 525 N M m f H 0+00 STR-613 - STR-6 PROFILE 00 585 m L 585 O m r0°0 io r H ~ r an O O d mrr I- 000 m N- O �'^n 58o m 0 0 r N 58o m ° ^n (`rF ry w0o m� m>- ,zz0 J / �O0On F11 zzz H o 0 M Oun - - EXISTING GRADE °r°,� oo p �t� v° 0 0° > 575 N " ~ 575 N o o°-�zzzo_ Ln N ON, ,�„ r z z z z PROPOSED WATER / ~O o - - - - SERVICE LATERAL p /0 00 0 CROSSINGS p MOH. 0 v1H 570 p_ a > O> i.i' S70 F-zz r'> 00 N r ao�f Zo 15" RCP / ~ o z_ z 1.1 85 75 LF Qa 9.13% Ln � 565 i/ 565 PROPOSED PROPOSED VDOT STD. ES-1 & :7a RIPRAP OUTFALL. SEE VSMP,� PROPOSED PLAN FOR OUTFACE DETAILS 8" WATERLINE 1.o 5 2' H.G.L. 56o 1 cRosswG� - I 56o i 5 RCP 1r 11S" RCP L¢ 9 37.69 LF Qa o.63.% 555 15" RCP T75.7o LF @ 1•z20/0 TIE-IN TO SWM F/ INV OUT=556.50 550 m o m 00 +00 STR �94 - SWM PROFILE 575 570 565 56o 555 STR:56 VDOT STD. DI-3C (L=6') TP=538.o8 INV IN: 531.02 TO 56B INV IN: 531.02 TO 58 INV IN: 533-83 TO YDz1 INV OUT: 53o.9zT06 550 V In m S _ O m wi 0 0 0000� \\ 545 N O) N M "N ` 6 0 p Ali 6 N a� t N M M M M .. Ln v, Ln Lnl > 01 mzZzzp Fa LnF-zzzzz »»> 540 I, 535 I PROPOSED 8" 31 WATERLINE CROSSING 530 525 24" RCP 120.02 LF Lla 0.540/0 50 J74 m M LL ccLn � L°°n M 0 cO00 0 N N^°im p N d M Ln Ln > �L'nn LnLna0n Zz0 m2 Fa»»- Ln -zzzz FILL / (TYP.) / 15" RCP° 48.29 LF Qa N N N M f r M Ln L!'1 Ln lfl 0+00 1+00 2+00 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 555 550 3+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEE 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2p _ N t0 00�O oo o ° -w p 0100 Ln > 'Ovv1 a a.. o (nzzo �a>>> Ln FzzZ ( IN FEET 1 inch '30 Lic. No. 035791 ,1SIONAL ll G zZ 0 0 ~ cc Ln ca o Ln 600 Z o J ¢ � > m >Lu z STR:66 VDOT STD. DI-313 (L=zo') TP=59533 W °C INV IN: 591.25 TO ROOF1o� w/ li INV OUT: 589.5o TO 64 o ° J m 00 m O o K/2�(2' 0 o Lp�O F 0 0 N 0 .) Ln >Ln�Wzzor/ Ln 11 z z z PROPOSED SANITARY SE 1+8' SERVICE LATERAL CROSS E i PROPOSED GRADE 0 I °n Li i5" RCP p 0 0 H.G.L. ° io6.03 LF @ 10.52% � O_ N / , / ~O o, H N -j z.y / m It 't� PROPOSED SANITARY SEWER 0 M ,n - z / SERVICE LATERAL CROSSINGS o 0 / a >> > - v, Z Z z 2�4' / / I TI EX S NG GRADE / 15" RCP c 107.75 LF Qa 12.44% r J LU i i PROPOSED SANITARY SEWER 1 /24' SERVICE LATERAL CROSSINGS � �i5" RCP io6.8i LF Qa 9.13% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS o L ko Ln 3+00 4+00 5+00 6+oo STR-66 - STR-6 PROFILE 3.11 585 8o Lis" RCP 184.89 LF (7a 11.21% 575 i / 570 565 56o 555 550 545 540 535 530 F N m p N z� ti co M I- N z uj C'7 N W z N N w W > Q w z w J Q J LL Cl) i2L O w 0 Q O Q zOLu U I W l!1 ° W Y W LLI Q O ulU) J_ > W Lu J J ® U) L J _ W J � z Q O CD 0 L Ln CV 5�5I W o w a JOB NO. 182157 SCALE 1LL _ 501 SHEET NO. 1 0 21 o m m m m p m p m p o 0 o STR:30 VDOT STD. DI-3B (L=12') o v~ 0 O m TP=611.75 O STR:10 VDOT STD. DI-3B (L=1o') F O m STR:32 VDOT STD. DI 3B (L=1o') > o 63o INV IN: 6o5.00 TO 32 p N m 6�5 TP=556.42 p N 5 60 TP=626.5o m INVIN:6o4.1oT03oB o INVIN:551.42T012 m F- O, INV IN: 619.33 TO 32B_ m o 6 INV IN: 607-So TO ROOF4 m �0 0 INV IN: 549.0o TO YD4 o p INV IN: 619.33 TO 34 a > ~ z INV OUT: 604.00 TO 28 o > z INV IN: 54933 TO 1oB a > INV OUT:61g.00TO30 `n ^ ~ INV OUT: 545-oo TO 8 '^ F-z ILL (TYP.) FILL (TYP. 625 625 610 ,. 610 555 555 PROPOSED GRADE PROPOSED 8" PROPOSED 8" WATERLINE F ROPOSED - GRADE PROPOSED GRADE PROPOSED 8" WATERLINE WATERLINE CROSSING CROSSING XISTING GRADE CROSSING r32' 62o G.L. 6zo 6o5 1. H.G.L. 6o5 550 I H.G.L. 550 �-�EXISTING GRADE \ 15" RCP 25 RCP 28.62 LF @ 2.86% EXISTING GRADE JiS" 27.72 LF Qa 1.52% RCP 615 61S 600 600 545 27.68 LF Qa o.63% 545 N O 000 N m a 6 N w w 1D 3 0+00 0+00 0+00 STR-32B - STR-32 PROFILE STR-3oB - STR-30 PROFILE STR-1oB - STR-10 PROFILE S J m 00 620 o a)N 620 I[ d-}00o m m Lnn 000 m iF- F- o o LnW p N r) o h o p } o o 'to > a, o o° Sg5 Ln o^ 8 5 F- O O O 06 1O O 7) STR:48 VDOT STD. DI-36 (L=4') O_ 0 of 585 61 � 0 0 o a z Z 0 TP=6o9.33 p ^ p �„ 0 0 1° 0 F > > z / INV IN: 604.0o TO YD8 STR:16 VDOT STD. DI.3C (L=6') m ^ > N � � H - - -/ INV IN: 604.75 TO ROOFS TP=577-42 `70! �^ Z 0 N 4.' .. Z 0 / INV OUT: 602.42 TO 46 INV IN: 572.5oT018 F a > > ii >>> / INV IN: 572-42TO16B L �?? 80 ID 610 ~ z z ` 610 INV OUT: 56g.75 TO 14 5 \ EXISTING GRADE 1 XISTING GRADE ROPOSED GRADE 60J 60 575 575 5 PROPOSED GRADE 5 -H.G.L. PROPOSED 6" H.G.L. WATERLINE CROSSING 600 2.8' 600 570 570 15" RCP 6. RCP83 LF @ o.68% 14.72 LF @2.24% 54-77 LF Cal' /06..44 7 -D SANITARY SEWER CROSSING 565 565 595 595 � ? m o r o 0+00 1+00 STR-48 - STR-24 PROFILE o � F r. � N 0+00 STR-16B - STR-16 PROFILE 550 550 545 545 0 OF °o PROPOSED GRADE Ln I ~O 540 r0.m > $ 540 Lno o u Ln Z EXISTING GRADE 535 535 H.G.L G 530 530 TIE-IN TO SWM FACILITY INV OUT=529.83 15" RCP 25.51 LF @o.67% 525 525 00 O M M m Ln 0+00 STR-96 - SWM PROFILE EXISTING GRADE 550 STR:8 VDOT STD. DI-313 (L=1o') TP=543-75 I INV IN: 536'75 TO 8 B INV IN: 538.75 TO 10 INV OUT: 533-oo TO 6 PF 540 PROPOSED 1.1' 8" WATERLINE CROSSING 535 530 550 STR:8B VDOT STD. DI-313 (L=12') TP=543-99 INV IN: 539-75 TO YD3 INV OUT: 537.25 TO 8 545 )POSED GRADE 540 535 15" RCP 35.22 LF @a 1.42% 530 � M a u, u, 0+00 EXI PROPOSED VDO- RIPRAP OUTFA PLAN FOR OUT[ INV ( 00 -n 1 Ar 645 k u d m M � Q M 0 640 Q OO M_ Ln F- e -1- m tp O F- o 00 0 00 "' v) F- � 00 > � F- FILL F o o N O o "N m m D " �?O 635 > m u �zz m Z Z 0 \ rall »> ZZZ - ---�_.- 630 IF 625 620 � 15RCP y.71% 174•zSLF � 15" RCP 44.24 LF Qa 4.52% m M p o S ICI un 'to F m F-0 p m F O O v O m > -,toO- 9 F- 0ko 00 r n O N'm ROPOSED GRADE ? o?O z z -- > ^�F io?O >>77- zz T �y EXISTING GRADE �5' RCP o/0 .LF 1.44 I 3.78911 H.G.L. 15 RCP i86.10 LF @ 1.020/0 W rl 00 ri LnO 0O N N l0 ry 1p to m lD ^ r+', iD M O l0 rI l0 rl l0 p - a OLA 0 F- F- Ln O > ^ 645 Sp ko O 11 Ln F- Z 0+00 1+00 2+00 3+00 4+00 5+00 6+oo STR-44 - STR-34 PROFILE STR:114 VDOT STD. DI-i TP=524.50 5 INV OUT: 521.00TO] 530 1 STING GRADE 525 � 525 "STD. EW-1 & I 1 -L. SEE VSMP ALL DETAILS 520 520 )UT=52o.67 H.G.L. 15 RCP 44.85 LF @a 0.74% 515 515 N NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION, 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 0+00 STR-813 - STR-8 PROFILE STR-114 - OUT PROFILE STR:82 VDOT STD. DI-36 (L=6') TP=559M INV IN: 554.00 TO ROOF12 INV IN: 55235 TO 84 570 INV OUT: 552.25 TO 80 570 00 STR:74 VDOT STD. MH 7- m a // EXISTING TP=554 z5 n p = m LL GRADE (TYP.) 565 INV IN: 548.02 TO 76 0 o N 0 o o N o / 565 INV OUT:547.92TO72 }O o O~ o -m0 0 _ 00 �„ Ln F- `^. 0000 / / STR:84 VDOT STD. DI-36 (L=8') Ln g n F F ,toN F m� F m N TP=559-50 o p O O m o �„ p m a `. p o ��6 Ln PROPOSED INV OUT: 552.5o TO 82 ��•. 't't. Ln F $ > 0 1n an F- oo d `n 0 ° n in F- GRADE 560 0 �� � zz0 Lnz0 co �Z20' 56o _ > ri F- H a » > Ln z z H a -. N 1 .. O ul F- Z Z Z 1n F- z z Z PROPOSED z O / 8" WATERLINE z_ z_ PROPOSED WATER SERVICE / CROSSING 555 LATERAL CROSSINGS / 555 \ FILL / 14 PROPOSED 8" WATERLINE (TYP.) 55° CROSSING 5° 5 PROPOSED VDOT STD. EW-i & _ 3 6' 15 RCP GRAVEL FLOW SPREADER. SEE VSMP _ - - H.G.L. 28.91 LF @0.52% PLAN FOR OUTFALL DETAILS 15" RCP 1.9 PROPOSED SANITARY SEWER 1.1' TIE-IN TO SWIM FACILITY 77.99 LF Qa 0.51% SERVICE LATERAL CROSSINGS INV OUT=54733 96.8 RCP LF 1 /0 545 i9 3 � 3� 7° 18" RCP 18" RCP i5" RCP 19.87 LF Qa o.86% 56.81 LF Qa o.56% 44-75 LF @ 0.51% 18" RCP PROPOSED SANITARY SEWER CROSSING 540 43-90 LF @0.52% PROPOSED SANITARY SEWER CROSSING 540 N N Q m co 0+00 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE FT,"T1C\i. GRAPHIC SCALE 5 2.5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE >o 0 25 so 100 IN FFFT ) I inch = 50 U. 640 635 _ 630 625 620 Lic. No. 035791 � 09/25/20 * ,1SIONAL E�Gl V I ZZ O 0 ~ cc V) ca p 1n Z O J Q / m >LU F- z W C ce 20 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. N 540 m _m p � N LA 00� It ~ s 535 O N N N " ` PROPOSED °� r N N N GRADE a,�n� N ; Z Z o a>>> L,n 53° STR:io6 MODIFIED VDOT MH-1 TP=536.00 INV IN: 524.07 TO io8 INV IN: 529.5o TO UGD BYPASS INV OUT: 523. 97 TO 102 PROPOSED VDOT STD. EW-2 & RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS. H.G.L. INV OUT=521.71 36" RCP 520 2316,91LFQa o.73% 53-5 42" RCP 48.49 LF Qa o.89% 540 535 / 530 'XISTING GRADE - 525 o p ^ o ro LD N N N O O 0 M M n M Ln 0+00 1+00 2+00 STR-1o6 - OUT PROFILE 520 515 F N a p N L9 O T- ti M 00 N z 4 U.J M Q W �N z N N Lu W -i z w J Q J -J LL ( L IJ 0 Q F O Q O z T 1 C) LJJ Wl%i Y W O ~ W J V) H­11 zLJ Lu 10� J J ® CO H� Lu J _ W � J � 10� z Q I� (-D 0 CD 0 (!') N 3+00 o w a to JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 22 535 RT 20 - STA.1g+oo CROSS-SECTION 535 GRAPHIC SCALE ( IN FEET ) I inch = 10 ft. 540 RT 20 - STA. 16+oo CROSS-SECTION 540 535 f—SPRING H LL PROJECT 536.21 P z.o%SLOPE — — — — — — 535 — — — — W n W N — 530 w w� w� - 530 tD N 'D Q S 00 b N M M Ln L Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 53433 TC 534.00 EP x 540 RT 20 - STA. 16+50 CROSS-SECTION 0+30 0+40 540 —SPRING HI LPROJECT 535 --- o°r° SLOPE — — — _ — — — 535 � \ 530 W 530 Z W N x r- \ 3 525 a wz ¢ 2 5 5 N0001 0 01 0 VM1 lMl1 tMl1 Ln VM1 VM1 lMll t(1 Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT 20 - STA.17+00 CROSS-SECTION 0+30 0+40 540 (-SPRING HILL PROJECT 535 S11.28 TC nDr 535 532.9 EP SPRING HILL ENI RANCE 532 95TOC 53331 TOC 530 — — W_ _ 530 a K < Z Q w n w n _ — 525 ww w�� 525 01 � O O I� 0) 00 ri Vl O CO lM(1 Ln lM(1 lM(1 lM/1 lMil Vl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT 20 - STA. 17+50 CROSS-SECTION 0+30 0+2,0 540 f—SPRING ILL PROJECT 535 531.7; TC 535 `753z3 EP z.o%SLO E 530 �� --- ---_ 530 525 m Tdo — w wN�WN� 5 5 Ol ^ Ol N '1 00 00 00 t0 O 00 N fYl 00 M N N Ol m N rl 01 M N Ln I.n rl ri M M Ln Vl ri M vl O M l!1 06 N V1 l0 N t(1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA.18+oo CROSS-SECTION 0+30 0+40 535 530.85 TC 530 530.52 EP z.o%SLOPE _ — - -- — mo WN LL wm 530 525 ~ — 525 520 V m w W ww m 520 m N m 0) cv 0) m �D . 00 .+ m �n o 4 n Ol 6 O yMj O h LMLn Gl Lll L!1 ui L(1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20-STA.18+50 CROSS-SECTION 0+30 0+40 535 SPRING HILL PR JECT 5z9.88 TC 530 529.55EP 2.0%SLOSLOPE 530 525 fT W N 525 2 U w W N >� 520 a m w� wr 520 O N O 00 00 NO M 0) 00 rl N S m l0 00 N 'f 00 N O I� N O 00 N Ol N 01 N JJ N l0 N .t N M M M N -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 530 S28.63TC 530 528.Io EP - -- z.o%SLOPE -- -- -- -- -- 525 — 525 7,ow \ 520 a o X W� a 0 w� 520 O1 p O 0 r" N 00 N 00 N W N Cf N L!1 N M N L!l � Ll1 � LD V1 Ln ul In -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 19+50 CROSS-SECTION 0+30 0+40 535 530 2.0%SLOPE 527.44 z.o%SLOPE — — — 530 — GROPEN ENTRANC < 525 — — 525 ?� o> o a W N o.o W N — 520 W w� w� - 520 O O 01 N I-� r n l6 V1 N N N N N N N N N I.n Vl ll1 Ln Vl V1 Vl Vl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 20+00 CROSS-SECTION 0+30 0+40 530 5�5 — 526.72 TC 526.39 EP — - 20%SLOPE -- - - - - - — — — -- 525 520 520 m 00 ry rn N N � N N N �N N N Vl Vl Ln Ln l!1 �n V1 �/1 Ll1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 20+50 CROSS-SECTION 0+30 0+40 535 530 _ — 525.32 TC 530 525 X25.59rP _ — — — 5z5 _ 520 U m w F�- E — — — 520 o M rn n. r` m 00 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+oo CROSS-SECTION 0+30 0+40 535 530 — — _ 4,72 — 530 525 525 2.00A SLOPE _ _ — — — — 520 w — — _ 520 J 0 515 C. w 515 CO M ry N N N N N N N Lm Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+50 CROSS-SECTION 0+30 0+40 535 530 _ _ 530 5�5 5�5 2.ODASLOPE ---- ---__ 520 w J 0 O — — — — _ 520 5�5 w w w 515 lD •i V1 N O O J M M 01 N N N N N N N NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 Lic, No. 035791 � SS`'09/25/20 � ,1 IONAL E�Gl V ZZ O O o_ cc ~ � ca o Ln Z J O Q U) H_ 7 > Z LU c li L9 T_ ti M co N z qzl- UU C'7 N W z CV N LU W > Q l/1 J M IV^ ^ IvI v I O V) O Q i V WU Y W O H Q I— 0 U) J LL.I LLI � J J ® cf) �--� J~ I— W I_ U � � z n< v O O CD C\I u b w O w x a to JOB NO. 182157 SCALE 111 = 10� SHEET NO. 23 70 57 565 56o 555 550 545 540 LINE OF 535 SIGHT���E�S — 530 525 ---__ HT. OF ---- 013.1-3 520 565 1 560 / HT. OF / OBJ=3.S' 555 550 545 cs)\GHj i r 01 N J 0 rl 00fi m O � N N N N M N rl �" '.� O] 00 N O M O M r ri ''^.IXI N u ^.. c N l0 LD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCOTTSVILLE ROAD (RT 20) - INTERSECTION SIGHT DISTANCE PROFILE 65o 6L NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 M FEET ) I inch = 5 fIF HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 645 HT. OF 645 i 0BJ=3.5' i 640 _ - - ' 640 635 635 A / HT. OF / EYE=3.5' LINE OFSIGHT% / _ — 630 / / — — _ — — — PROPOSED GRADE EXISTING GRADE 630 / 625 62 5 620 / / 620 615 / ,- ', 615 HT. OF ' OBJ=3.5' / 610 610 rl O 1 O 0 H Ni O Ol 00 lmd0O Lo O w ID m wm 0 + m w �D ul00 m 10 m 0 QD m m t0 O It N�t ' ID 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE 540 1 535 1 530 1 525 1 520 1 SCOTT/R. C)-LLINS�2! Lic. No. 035791 ,a p 09/25/20 off,;: ZONAL 0 W N Q � � N L9 zr M CIO 1 N z qqt w d" N 0 W � z N N W CW G > Q Ln zW J z J J � � O I.LI ry 0 C O Q W z ¢ DC Q i W" W - w U Q Ulcn J > LL] z w � J J U j �--� � � z Q o O U) N u G w o W � x D_ (n JOB NO. 182157 SCALE V:III =5' H: i' = o' SHEET NO. 25 PLANT SCHEDULE: V PROPOSED LANDSCAPING EASEMENT 4- U.S. RT 20 SCOTTSVILLE ROAD (55 MPH) HWP&1 PG.354(W WW) „y Quantilty Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel ' * 'Ev ' Hed Maple- 2.5" cal. 2.5' cal. 11 Acer rubrum'October Glory 'October Glory Red Maple- 3.5" cal. 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountaln'Sugar Maple 2,5' cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5' cal. 2745 Carex stricta Tussock Sedge plug 50mat 3 Celtis occidentalis Hackbe 2.5' cal. 10 Chlonanthus virginicLts Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5' cal. 19 Comus florida'A alachian Spring' 'Appalachian S rin ' D d 6-T ht. 132 Eutmehium dubium'Little Joe' 'Little Joe'Pye Weed 1 gal. 21 Hamamelis vir iniana Witch Hazel 6-T ht. 31 Ilex'Me Nell' 'Mary Nell'Holly 4-5' 212 Ilex labra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holt 4-T 49 Itea vi inica'Hen s Gamet' 'Hen s Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni eras virginiana Eastern Redcedar 4-6 98 Juni eras vi iniana'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-6 41 Li uidambars raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia randiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5 15 Ma nolia randiflora'Little Gem' 'Little Gem' Magnolia 4-T 5 Magnolia stellata'Ro al Star' 'Royal Star Magnolia 6-T ht. 10 Malus x'Prairlfire' 'Prairiflre' Craba le 6-T ht. 48 M rtca cerifera Southern Wax M rtle 4-6 ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vir tum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acedfolia'Blood ood' 'Bloodgood' London Plane Tree 1.5-1.75" cal. 61 Prunus subhir(ella 'Autumnalis' 'Autumnalis' Cherry 6-7' ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus pWlos Willow Oak 2.5' cal. 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 10 Quercus shumardli Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu a x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 7 Ulmus amedcana'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Mbumum x pragense Prague Mbumum 3 gal. 10 Vibumum x rh do Iloides'Alle an 'Alle han ' Vibumum 3 gal. • CLADRASTIS KENTUKEA AND ACER CAMPESTRE 'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 4W MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY. AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: iIII I?:� 1. ALL SITE PLANTINGS OF 'TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT91 THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2"REFERENCE VSMP Sit WATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT & PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF W-O' FROM OVERHEAD UTIUTY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer campestre'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 5-T ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-7' ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 1 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x 'Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 91 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-T ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-S' 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 535 3745 TOTAL CANOPY 89123 TREE CANOPY CALCULATIONS: Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers -1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers • 1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres O Total passive recreation = 74,900 sf or 1.7 acres Q Q 'y\\ �J LLI I( I� W lJ J m 10/27/2020 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. IDate I Description 1 11.13.201 Count ARB Submittal 2 12.23.201 �o t A B Submttal 3 05.29.20 Bounty/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.20 County/ARB Submittal 1 08.18.20 County/ARB Submittal 2 10.12.202 ounty/ARB Submittal SCALE: 1 "=50'4' SHEET NUMBER: L500 lb a , r . r. 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