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SUB201900158 Plan - Revision Road Plan and Comps. 2020-10-13
GENERAL 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, PG-421) 1776 SCOTTSOLLE 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) SUBDIVfS10N 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 SI7E 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. Yo�So�CRLL�NSTT SPRING HILL VILLAGE Z oU Li91,4 10/09/20 0NALROAD PLAN AMENDMENT y ^pN SUB201900158 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA �5�,��Ea° w I \ i \ - - - - i \ BUFFER REA _ yy OPEN SPACE C - �� I _ , m a \ i LaT BLOCK �AS��� � 1 mr Lor Tor wr j IRK" , K zaT II �r � r f '` i OPEN 9'PACED I ____- "" [ - _- ,.- 019 ACRES nc �-POIXET PARK d3 NITYSPA<rJ16RAPFA caT ¢o C CI OPEN SPACE (0.09 ACRES) I 41 BLOCK '' , na 1.47ACRES �� / / I aI 4R as - 00.2'1 I SPACE ACRES i POCKET gMENIN SPACE PACE S_-I I I �'/ ., l➢o L - S¢ BL CK F-� \ gT r ACRE LNT sa s3 rcx lOi Sa mr sa \\t1 >e r OPEN SPACE _-� Z or r Z 8x 33 33 I \ lm ao av u - -_-_- - 3 wr i 78 BLOCK D� -\_L /, 416 ACRES Lo�T ILA im I � OP NSPACEN E (1.00 ACRES) .-_ _ __ I COMMUNNYPARK - ---- - - i Lor /I �, xo r OPEN SPACE E r I � II va � L1 L (0,02ACRES OPEN SPACE i j 10.10 AUiE91 I l- / - - - - CK I ACIE Im wr cm J Lwr wr 1 mr mI m, mT vaT I Lor mr mr mr Im Tor / BLOCK A I'I vs Ra et 9e g3 fm O.56ACRES O06ACROPENS EA _ m s3 j I , POCKET PARKCE ;I _ AMEN" SPACE - ------ - L- SPACE f0.63 ACRES) I I OPEN ACRES) *, I ... -^ . y - a U.5-.3tT Zb- - - - - --- - ----- - - - - - - - "i --__ SC-OTiSVILLEROAD � - - _ -'-- ___ - -r- - ----- I 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 46, RAR NOTES o E nun 10A ROAD CROSS -SECTIONS 41- UTILITY nIRTES o DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 46- RRAR o WATERLINE PROFILES 47- RRA� 48- SANITARY SEINER PROFILES 49- SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS NS ROUTE n0 GROSS -SECTIONS 25 SIGHT DISTANCE PROFILES 26- SIG' IT RISTANGE PROFILES 2� nlnl IT RISTnNGE PROFILES -2& OFF SITE SEWER PLAN o PROFILE _29- OFF SITE SEWERPLAN o PROFILE L5-0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK +&2- SITE ENINAY PART/ o RREAI3nIA\/ PLANTING PLAN! GR ENTRANGE PARK +3- SITE FNTRANOE PARK ANR BOLA PARK PLANTING PLAN! R-1 TOTAL NUMBER OF SHEETS FOX044W 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 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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'�2--__ \ - - - - - I- - _- ` - ->l _ % `_-" - - / I 4 / - / / / / / - _515.40 : V v v v v ' VOV QA" D.B.-976_P; 474,477 PLAT v - v vv - -j /T ��- /�s _�/ // / / / Iv 00.N /- _/- `.a �v'v a� DB 928 P237 PLAT _ __-__ / - _£O o J-" v --' / __',• Phone �. _ ----- / / / /' - oe5' / / / / o$" 0 ,.v - _ '-e`-'e o .'/ i i��v kNI --ZONE:_L_I_GHTINDUSTRIAL- T v I - - Pole, _- ---- / _- / _ -- - -- INVi � _ v - - - _ _ _- v - - / - _ vv - -' -_''�- - _ ---_-_--_� ----_ ____-'- -' // //'- l/P,--�� --_ ---'- /// // // // // //� /- _ •v vvv vvv ���_ _51e -- ❑' �r� - _�__ _ G� Iel '- - - -- ''-� ' \\ ___ - --1-- _ _---- ----------- ---- 1 / -- / / / / / \ \ \ \ \ I - - TOP (LO ti p9 siHlln - _ --____ I. _ t - ' 'i'/� I -T ___--- - - o\ j7/t-/ \ -' -'' / / / / \ \\ \ \\ \\ ', SDMH h\ � - -�' `�sa`�`---- - - - _ _ // \ oas-_-- - ' / / \ \ '- ' TOP _ _ /- 9 "- _ _ � ///-/ ,-' �' / // \�� \\\ \\ \ \I 518.31m_z �z-��_ -_ // ii-- \ 0 /- - - __ _ -OO9 -OO9 r '`=:."' ! _/:j,/ -' //' ,'// /'/ ' /// / /_ \\ \\ \\ \\ i _ __ / A WG - \ _ ..` - - _ -- �L - ��' /� ___ --- / .:009--. --____________________________ '' /'�` ,t;;, "". �\ \\ -'-- -'/ -' /' / // / / \11 \ \ \\ \ \ ____ o- --_h.-_-------_ _ -I `-___ �i-' _----- - I / - - - ' :�' //. /�„ � lS ly7ali/- \ `\ - / / / / --_ \ \ \ \ \ _ ---- _ - 2U -_ .z /' \ I _ - \ \ , -,- / I: _- _ I ___ --- -------------- /' / '=/ / ;- \ / / / / / / �\ \ \ \ ---�naLeox __ 4_ ---_ _ �\ -;- ' / J GED--- / / - - -� /' / / --- ,,_ \ w ---_ TMP90-1$ ----- i .02-- _ _ --- - / ----- ---- I --"{ ---- - EXISTINGMAN / ` _ /' ' ' ' /' / / fi `\ - \ \. \ I-_ 1VENBfi6LNGWOOD -_ -/'s o2,_ -- _ -- - -- -- I ------` SLOPES(TYP.)A _ - / - \\ - .' � // / / / // I \\ 1 \ N: , _ //��--__ - - - _ y___ ,' - - - _ ,' /' '' / �a, �\ \ ,' ,' /' ' ' / / / /j - \.\ \ \ O\ \\ I D_B. 1727 P. 674, 6777FL7ti-=�__,� _ - CD -" _ - ---_-- Q m : / , - - / ,/ / " / /' � \ \. /' / , / / / / / I \ \ \ ,P' !Ti\ D.B. 288 P. 347 COMM OF VA - - _ _ - - � ' / _ / ,\ /' s 1 c-__--- -- // / , / ' \ \ / , , / 05 / l / ,\ ` ` \ \\ _ D.B. 279 P. 493-PEAT-_ -- ____--- _ _-- O\ / - - - a - _ - - / / / \ /' / ,' ,' - / / J ZONEI RURAL - - ' - _ --____ _ - / _ 009 -- - a59' __—__ ' TMP 90-35 ' / ly3' _ ,' / / / / -' - -' / / ,' / �- - I- DUANE E. AND ROWENA\' ____ / -Ira--�-___ -_ - / / / / / - ----_- / / , / / / -- C] ---- 1 En __ - / - ats / / / / '.:_n M. SNOW -Q--'s -- '' � 1�- / / \ \\\ , - /' ' /' / I, -'� I --`t D.B. 702 P. � _ 1\ TMP9 -27C 0 I _--' - __ --' // / - \,, \-_-- ' /' ,' / / // ' D D.B. 657 P. 234 PLAT - ___, - - _ b - MINTER ES T. OR _ - /' II -_- -.- .- -- p0y 11 1 / --- -TMP 90-28, ___ - ,� , // // / 11 ZONE: LIGHT INDUSST_RIAL _ ---____- 0) I -' ' LISAA. '-I uE9- -%I /' - // / I ! /--STANLEY MARTIN'GOMPANI£S.LLC - ' -' /' /' ,/ /I - -- -- _ - D.B. 1149.P.-133- - _ -- _ 1 / ' I ! / -'4.6. 4571 P: 421 ---�oLS' -' -' ' / / ' - -- ---- - - \ D.B.621) P. 616 PLAT I,- _- -I'' -- ------- --' //' // // 1 / /' // D.B.405 P. 22 PLAT ,' '/' / // // -' ---- -- ----- --, fio �. \ -- - _-- ----- --- ------ ---- z M - ` co 1 -- D.B. 554 P. 441 PLAT ,/ - ---- I - // / // j / / H.W.P.B,1 P135:PLAT - - -- ,'I ,' ,, ,' -' ---,I /- -'6 \ - - -------_ --- - ONE:RIRESIDENTIAL / I /� - 'I -_ass-- / /' / ! / /'' //H.W.P:B.4P146 PLAT / �' ,�, -' 1j\ \ /'/'-''- -- - - - _-- -- --------- - I - o - - - \ / / - _ - - - _ - 0) -- ' oe✓ -i _,�� E ^.I. _o9s'' - - //�, ///' // I 11 / i ZONEr NO(1D, ,�o°+c' 1,',,',/ - \\I \ \\ \ \t'•!'rF .;.,%:-- -___ - - _-__ _ _-__ _ - ____ - __________ \ - --- - - --- -- - - - - --- -- - - - N / V / \.. qzl __ - _ _ - - - - , ' _ _ _ _ \ _ 1 / ---_ \ / _ - - - ,' / ° - - I - _ 'EXISTING MOBILE / / / _ /' _ I v, vv -- // / / ,/ /- - -, - _ 3 _t- - - -- --- HOMETOBE / / ' / `\e -- / - - \ \ \ \\ ' / / / /' -- ----- _ \ - I TMP90-27B' � I REMOVED '/ // / '-/ ' ss\`- - - - -// � / \ \ I i ///,/ / _ N - STEV£N W. AND BETTY d ---_---. - / // / ,' ---- I \ \ \ // //- _ _- , _ --_ - - _ � - , Cq \ - - D.B/1026P.715 rn - - __ -- I , D.E*629 P. 616 PLAT t / / // // - / - _ / - \ -' - / / / / _ - - ------ -- ZONE: R1 RESIDENTIAL I __ - -- - - -- - _ _ _ _ - - _ _ _ - ' ---- mobile / / / / ' - _ - - - I v v / / /// v (V / 5/ - / / - - \ 91 - _-_ - EXISTING 1 __- � / TREELINE(TYP.) \ \ I I I og / -'� \ v / �, / ' Lu _ � I I I -''� // / TMP 90-35V J I ,/ --/ i \ YI I \ , / / RONAYNE, LLC J - , /_ // 019 // -. I / \ \\ // EXISTING OVERHEAD ,-` /z/ /' D.B. 4719 P. 402 -- __- - _ SHEDS / POWERLINEANDPOLES \ I _ \ / / / // \ \ \ \ I - \ __ �' / r D.B. 4473 P. 48 PLAT / I \ EXISTING S `^ / I \\ \ TO BE REMOVED I TO BE REMOVED _/ ,/ , D.$. 440 P. 198 PLAT V) / `- _-- - \ , /-, I // / ZONE. LIGHT INDUSTRIAL LU v v - / // D,i----- , �' - // / I - \ \_ I I-ovs---- I u / - // _ - 0 [__ J -- /-- // v' - �_ - - - I EXISTING GRAVEL 9.5'x8.4' 13 8'x15.5 I / / Iv / / / Metal Metal DRIVEWAY TO BE D U , J ___-- I r _ _ v. shed shed gravel REMOVED Iv Iva ,,' v - '.re I -v � Lee. _ `v I 71' -540 z < Ar --' __—__ __ O w gay ,I -P __ _ PO I - I // _ _-_- __ v I / '.ep - - I - _ - \ N I /' - __ ... - --" - - I j ' \\ / ---_I MINNI LE BEST- � ui 1 - --- - _ I story I I �� 11 ' -- - / I ---- t+F S_ -TE-'I I / Frame & Rock - I m _ _ __ �17J6 II Z N R1 LOT 1A / - _ -Ogg- -- TO BE RE STRUCTURE ` D.B. 28 . 453 I o oss _ _ _ _ I -ae E D. 0 264 I I - - ��I OBE REMOVED tea_ TMP �0-27 -- , 1 \. T P ul 0-26 I RES D NTIAL I I RO�ER SCH�CKEDANTZ - -- _ - __ _ - _ - - - _ EXISTING STRUC,I URE - O"\ - STE E L AND - -_, ---f I I ,D.B. 1244 P. 481 /- TO BE REMOVED , I I II.y I I `, -� v ui Ski N PLED _ _ ; v I629 P. 616 PLAT y _ _ _- _ - - _ - I I -, - I � '�, v\ .8.. 1 7 P. 388 I 7 r �'I , D.B:530 P. 164,PLAT I --- --- '_ _ - Ogg - - -o`>" 1 � V` ` N ,- D.B. 1 58 P. 88, 590 P I r. / I \ZONE: Rt RESIDENTIAL - -NOTE: EXISTING OVERHEAD UTILITY ' / I \ LL v \ I EXISTING UTILITY _- --- - I, EXISTING AC SAz0' --' ZON : 1 ESIDENTI i \ \ - -- -- LNESALONGTHEFRONTAGEOF _ -- t� 1 \ POLESTOREMAIN / _ - _ _ --' -' I SANITARY SEW ER I v vyv I v `, v I AND NSOTALEDUNDERGROUND _EXISTINGMANAGED _ ,-a'z' j ` �, D.B.5318,PG.7o6 Av \ \' VDH. I I EXISTING 1 \I 1 1 ,'-------- --_ -- _ -- ___ ES(TYPJ J ,/ - c5 I `--_ DRIAINAGEEASEMENTPUBLIC GRAPHIC LE J LLI SLOP J/,- _ GRAP SCALE R v I \ MON. I I I / EXISTING EDGE OF 'S6° - -- - - --- ------ `---- ROADSIDEDITCH 1 / - - -ors - LIMITS OF PAVEMENT ___Oros_-- ,' --' _L__ D.B. zB,PG. 06 GRAVEL ' / / 50 p 25. 50 tOb 200 DRIVE sass's asELm - "� ' PAVEMENT _- - , - _ 5-3 7 \ Ir __�_ -- 5se�a i ASPHA Aproxlmale `\ I / REPLACEMENT/ _ EXISTINGDRAINAGE I - - ' I oHe Dery - DRIVE Va Publlc Servicesmt. I I I I / Fk' - ----- -- --- - -- ' BENCH MARK IS IN'- IN m55o 14 -- ` _ ��_ - „ \ 1 0 . - -PAVEMENT OVERLAY FOR - - - - p Si _ _ I� = -- - o.e.2zt P.3o \ ---.I__-�-- \ 1\�\-v\_-�_-- ----- _- -7--- _ - 25'BSL _ REMOVEDRE TO BE P Fse� OUSE�-.SIIRINL: IIS 'GLT ) t� FULL OF DEBRIS ---- ,F �� / \ ---- \ \ \ 'C / SOUTHBOUNDLANE i r 11 889B334D ( IN P 15"CMP FHE o.r,____- _ ' --_ , -_ _ __ _ - \ 1e '__-- -- - _ 105 ---- - -\ 1Nvl _ - -' _ - - --------' -------- - ------ --- -- --- --- ---- _ - - -� - ---- --- ---- -�I EXISTING CURBING O \ N z 1-- 1 -- - EYEC �Phaae_ Y/ ^A'lec&Phone - �-- _. E11482334.6$3� 1 inch = 50 fL. _ �5$.28 _ Lek r wn \ - �:' '--- -'{role ale - -F Pole , �,E EVATION 527. -- -- _ _ 8r = -- _ -` -- - - _ N O - - - - - - _ _ S33'54'3 - TY t`3 Fa e 1- - _ m w Eec &Phone - - �- O W _ _ v �\ 7"W 318.9 - ��- EXISTING UTILI IF, oHe ,� _ L _ _BE — s" cM a c - POLES TO BE S33'3 '20"W 246:36' — — ti— - =s� _- - _ Z_ v=i - 0 -- __ FULL O s - >-; u- _ _ o _ sv! _ - _ - - ---------DEBRIS ` 2 - -. _. "j _ - - _ REMOVED — ___ - _ 5 SN \ ___ i\ \ < # --9y --- •�"'_' --- -� I u - _ _ \-_- ,Y, 1{"'R@P---_--°.a----r------- \` I \ - --. _.-- --- - --- - - - EXISTING UTILITY -�INV iru--- --- ----'- I- - o ^E _ ------ I ax" 1 ` ' ' 1 .�� ,,.., - TO REMAIN '-,z2sa re'<v€a -_ ---- -----Q u t _ _ _ \ 14 GMP -- '� � � 6�17 0 v MAILB_X V o o ------ / _: _ POLE I T�R4LF ��-----��.-___--.-----_ --__ 2Ln -__ `loPr oHry _� oG �. v v SIG °� ---�-- ----- ° - _ — -- - ' /.�� U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) = - �`: -_ �� - _ - _- ------ --- J', o -MAILS X < - r rrSVv°nn?':_ - _- -_,_ _ _ - - - _ -- ,N"C° _ _ _ _ 1V OUT. 549FiS' rOr `--i—__� / N MAILBOX \ zw / _ - _ - I --_ _-- - - - FILLOFL}EBRIS ram , ,-�___GS r ___-__---__.� L) .._ � - _ - _ - - _ _� - -_ - r - -- __- -- - rn`�oer ohry __- INVOUT55 9'- 7�-- m _ _-- __ --__ - _ __-___ -_-_-ivIA1--I— _ - _ _ _-_ / TIMBER ¢c-- _ �- �1 n _ _ _ fiN OO --- / FULL OFD RIS ,os opr oHn, - �-cn __ g _ _ - _ _ __ __ _ �`�__ _ WALL I-yI sso Palen _ _ _ _ _ _ _ _ _ _ _ _ _ _ /' i -,tea" I I o __ m oH'a,r�.. �_ - oHroHry -- - - _ --_-_ _-_ - _ _ JL, -�`$� - - MAILBOX- IT P 90-2 E I 9 aF 1 :VDH. N roximate r.' '-'-"_� , — __ - -- - - -- _ ------ -_-- E DIE LEE D i I 1 .I - ` MON. Public Service Esln t, �`/, Aprox. 10' VEPC0 Esmt. VDH. , - ? -- -" -- _ ----'�\11-r _ _- __ \ - >--- EXISTING DRAINAGE =5.0 I` MI LEE B ST G \ , \ D. B.221 P.305 w I \ D B.462 P.116 MON! \ _ _ _ \ _ 1 D ) j _ -_I m ti - - EXISTING LANES `., 1 \ , D.B.288 P.80 1 EXISTING DRAINAGE _ - STRUCTURE TO BE __ _ \ _ I LIFE STA E I no P 90-21 I I I S _ _ _ TO REMAIN 6 \ \ LIMITS OF PAVEMENT STRUCTURES AND _ - -T_-MP 90-21 H -''"o �J REMOVED - - JERRY LEE AND T 90-21 F ` .� \ TMP 90-21 H I - - - - INaI I STE HEN B. HE RY / `TMP 90-19 \ DOROTHY B. HUNT - , D.B.03289 P 68, 71 PLAT I� o, _ ' DE `On � I\ CULVERTS TO BE tecenas,' _ D.B. 3716 P. 243 WI BU R. AND EV M i N JULIAN P. BATTEN, JR \ REPLACEMENT FOR -� _ D.B. 325 P. 367 PLAT I ""o� D. . 2816 P. 7 "' - / - 31 .ra _ B..3767 P. 332 I__ /- I 11 FLETT - � \ S �� , NEW DRAINAGE PIPE REMOVED o�o \ -- -_5va- -- ---- - Sao ZONE: RURAL D.B. 3 6, 3 P_L AT I - rQ \ 9y�p `� \ CROSSING I - - - - �6N I \ D.B. 3289 P. 68, 71 PLAT D.B. 1717 P. 31 zX- I \ I D.B 325 P. 367 PLA I 1 D.B. 19. P..718,720 P�.AT I I 3 D.B. 1717 P. 33 / 1 '--D.B, 1717 P. 31 .e \ Nmpo O \ \ _ --- - °- ZONE' L II I �-4Fv I '\ D.B. 1350 P. 226, 227 PLAT ,o - _ I I 1 y 1 - - - NE: RURAL I I b D.B. 1350 P 226 227 PLAT i I D.B. 1350 P. 226, 227 PLAT - - - \ my>��o \ - , ' m ` - _ _ PO 0' ,_: - - - - - - - �- - I , / I o ZONE:RURAL I ZONE:RURAL � ..�\I / ZONE: RURAL / a \ - -_ z W 0 Lu Q z U-) Qz o Q OO w z V Q X 1J w J HII 2 z l ��0- vI O w In JOB NO. 182157 SCALE 111 _ 1501 SHEET NO. 2 VKUYUNU) A�YHALI VA HWAY "L. "-' -�--'- •'-----"-� LOT LOTAREA BUILDABLE LOT LOT AREA BUILDABLE - - 5 - I MAINTENANCE EASEMENT I ` - �yll GRAPHIC SCALE NOTE: RETAINING WALLS SHALL----�SEEASPHALTDETAILONSHEETio. 22 - I ` nP o w NUMBER SF AREA SF NUMBER SF AREA SF I I m LOT i I OT LOT OT OT I N N v 30 0 15 30 60 120 1 2,864 1,518 51 1,824 1,388 L REQUIRE BUILDING PERMITS v \ I II \ all ° ^ 18 1 Y I 1 LOT I m PLANTING \ o LOT �- ,I 2 1,571 1978 52 1128 1310 LQT 6 55 M QCHL E -SEE HET 51 0 50 0 I o PROPOSED SEGMENTED RETAINING WALL T 53 5 PLANTING STRIP \ o w ;1 I O 3 1,571 978 53 2,128 1,310 w/ HANDRAILS -SEE GRADING SHEETS FOR 4° \ 5 w I m ` + d �C 4 1,552 960 54 4,300 3,028 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 5 I I 17 ) m N FEET J� SCOTT� I a 0' \ LOT 5 I I II III I 1 �1 III 1 ,+ I ,rich = so f1'. 5 2,700 1,366 55 3,326 2,686 m I 1 q9 I u I J NO PARKING 6 SPEED LIMIT SIGN U Lic. No. 035791 6 2,654 1,321 56 4,060 2,840 LL I ,, QT 58 - -- - SIGN (TYP)- 1�E�NSTOPtlfl N l I d 10 09 I 16 NOTE: SEE FINAL SITE PLAN FOR DETAIL OF / /20 o� R LOT m \I __ o7 1,853 1,113 57 4,091 2,871 PT:15+20.45 I N , LANDSCAPING IN OPEN SPACE/BUFFER AREAS 9 _TREET8 1,465 873 58 3,355 2,714 w 60 m I ONT CK - -- SIGN P) 1 ` TYP.) L ROPOSED GUARDRAIL 9 1,450 858 59 4,217 2,992 Z III - cl�- ZZ; z zz z8 LIMITS OF PUBLIC ROAD R/W I 10 2,459 1,182 60 4,228 3,009 I �v °�, P . I m I °° - - - - -, :.� z3' 1 9 PROPOSED B' WIDTH 11 2,436 1,159 61 3,393 2,753 Z LOT �` I 4 V " ., v 4 ' 1 ANDSCAPING AND a r 61 FII `Q I,- -16 0. a - + a 1 o MAINTENANCE EASEMENT 12 1,773 1,033 62 3,447 2,806 C �\I'- PROPOSED PG1 + 66 �_-_ o r - 15+50 51z'R 16+00 5 49 VL N n 3o' LOYO LA W pY 17+So + TRANSITION FROM CURBING CURB 13 1,421 836 63 5,218 3,745 cn C o +oo CG-6 (TYP) �� _ e U _ _ =Y� N TO ROLL -FACE CURBING 14 1,422 830 64 4,730 3,424 Z I j +R�` _ _ _ J 30' PRIVATE STFc ET I ¢ I �� LOT i4+5p - _ Y-e 512'R PROPOSED STOP BAR (TYP.) 16+So \ el 17+0 EASEMENT PROPOSED I F 15 2,749 1,094 65 3,654 3,016 i Ei 16 2,846 1,134 66 3,380 2,737 n °c9. ' ti �` L STREE o R TS 6z ;, _ ��YOLAW T 1 ` CG-1(TYP) i goo PUBLIC ' 17 1,770 1,030 67 3,854 2,688 y1` 00 ° ro STREET SIGN (TYP} 9 J . • LOT : + N - PROPOSED 8' WIDTH 18 1,416 824 68 3,841 2,676 3z' - N - ---? L b ANDSCAPING AND 19 1,770 1,030 69 3,241 2,600 i 63 rip 9 1 LOT MAINTENANCE EASEMENT I 8, $ - zg - - 18 n• I a p 1 - 20 1,416 824 70 3,245 2,605 I (PROPOSED 3' DECORATIVE WALL ti yQ R c kip -' 2z__� TYP) a o p ? 15 o SEE SHEET io FOR ROLL-TOP (NOTE: WALLS YIN HEIGHT OR LESS DO , y3 0 21 ( - 1 �I L ° CURB ENTRANCE DETAIL L 21 1,770 1,030 71 4,308 3,026 T' N PT:16+o0.59 a L 22 2,301 1,081 72 4,582 2,970 i NOT REQUIRE RETAINING WALL PLANS / - z 66 F I pC:14+03.70 ul L „ 1', STOP SIGN (TYP. + PROPOSED 6 -6' LANDSCAPING I I. 23 2,301 1,081 73 3,383 2,743 �-�PLANTING STRIP AND MAINTENANCE EASEMENT PROPOSED E/p E/p 1LL TMP 90-35 Z Z 0 PROPOSED 6 30' PRIVATE o 24 1,770 1,030 74 3,364 2,724 l i \ \ \ h D 38z PG '38-19z' ECG-1z (TYP.) [66'FALLEY EASEMENT DUANE E. AND ROWENA M. SN ¢ PLANTING STRIP / v 5' o m I LOT 181 I m--m �� 3 PROPOSED O ' I D6.538z PG.138-1gz D.B. 702 P. 792 O 25 1,416 824 75 4,376 3,169 I /- -----9�____ o i.Q ' CONCRETE SIDEWALK m ° I z' 1 MIN:) D.6.657P.234PLAT U 26 1,416 824 76 4,458 3,389 cc 6' LANDSCAPE AND - ;1� x° o a F 3 L } NOTE: RETAINING WALLS SHALL - - - - CO F w + MAINTENANCE EASEMENT r� Y° /C F/C b - - - - 27 1,770 1,030 77 3,732 3,090 ai DB.538z, PG. g / PROPOSED CG-g6 ENTRANCE (TYP.) LOT LOT I oI 66' j W REQUIRE BUILDING PERMITS z -i m I II 3 9z (/ / ,' SEE DETAIL, SHEET lo. LOT LOT 82 8 ° NI LQT J �..� O ¢ [ 28 3,728 1,823 78 3,627 2,984 LOT ti 3 I } � ry J ° �_ j.l I NO PARKING: LQT 80 81 1 + 0 12 1 m u 29 2,210 1,342 79 4,084 3,012 I , L Q 6 SIGN (TYP) -i 10 1 + w z n y PROPOSED VAR. WIDTH I N PROPOSED SEGMENTED RETAINING WALLS 30 1,792 1,351 80 4,016 2,874 u I III 4 v �• 7y -- cc c ui ANDSCAPING AND JI i LQT m •'I wl HANDRAILS- SEE GRADING SHEETS FOR W 31 1,798 1,357 81 3,384 2,742 p 7 N MAINTENANCE EASEMENT _ I SIGN KI G 7 66 N FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 32 1,852 1,409 82 3,377 2,736 LOT to o zo LOT °--------------- NOPARKII io N L PT:14+61.31 Ii P) 11 33 2,947 1,828 83 4,665 3,002 ry I _ +h F 4z p - - - _ _ _ - - - - -1 c 34 3,082 1,874 84 2,156 1,312 1 I 6 78 g 6' 3z' - 3� - n 66' TRANSITION FROM ROLL -FACE 5 ^� '/� 5 SIDCS ETBACK CURBING TO CG-6 CURB AT F 35 1,764 1,323 85 1,281 961 I ----------- 36 1,715 1,274 86 1,282 962 C�' Q OI - DRAINAGE INLET IN THIS LOCATION WALL MAINTENANCE EASEMENT / �, LOT I - o ti (6' MIN. TRANSITION LENGTH) C 37 1,713 1,272 87 1,605 1,204 I io5, PG. 1gz 77 ���OP - _ _ - % II �$ LOT ry 0, 38 2,854 1,902 88 2,176 1303 I - PROPOSED 6' �' "' N r rvl 1O I + u 1 ml LOT �� PLANTING STRIP LOT p�� _ w h L 39 1,841 1,396 89 1,609 1,209 r' _�.: "I w _ NO PARKING ao lsal 1396 90 1609 lzo9 it 66 76 'r PROPOSED _-_ Ih �' LOT 68 N SIGN (TYP) o v o ,+ N 1 1 41 1,790 1,350 91 1,288 968 SWIM FACILITY _ h g � I � � ry - �I\ -, ,- '/ I_ -i .... SIGHTDISTANCE=s7o' VAR WIDTH LANDSCAPE Ia 42 2,251 1,59 92 1,288 968 ti I rv, -__.-'-°-`-. _/ III lz 6II8' AND MAINTENANCE EASEMENT '" r' i ' - - - - n o LQT 9�y Im io PROPOSED GUARDRAIL 43 2,508 1,601 93 1,612 1,212 LOT 6PROPOSEDS' aB. 8z P8-1 z ' CONC ETE SIDEWALK S3 3 9 i ' PROPOSED 5'o II 8 L N 44 1875 14434 95 2,178 1,337 ) I 67 ry I S70 F e \\ -.-. y «i CONCRETE SIDEWALK,--l0 70 Y 30'' w nm 94 IL + ry LOT m F T PROPOSED SEGMENTED RETAINING WALL `^ I °I v o ¢ 46 1,869 1,428 96 1,618 1,217 °I� 9C� wl HANDRAILS - SEE GRADING SHEETS FOR �I ¢ N + ROLL -FACE CURBING o o ry - - - - - - -FINAL WALL HEIGHTS AND DIMENSIONS TYP. PLANTING ST / rn PC: 11+6 7 _ 47 2,474 1573 97 1,296 97q 4.57 1 PROPOSED VAR. WIDTH 1T (TYP.) 7 N FOR DRIVEWAY ACCESS �i-- l- - _------- rm ' ANDSCAPING AND \+ + , PROPOSED6' i L 48 2,383 1,494 98 1,297 975 w RIP / U_ ---_ ___97, _ V p I MAINTENANCE EASEMENT // LOT 71 a 49 1,798 1,358 99 1,623 1,226 I W l I w PROPOSED 50 1,805 1,365 100 2,117 1,325 80 m PROPOSED CG-gB ENTRANCE (TYP.) I N 1 °,v11 LOT m B OC K D -, „_ „ % 6 CG-z (TYP) L9 w1 �z - ..„ ---.-. . . / I _ L to ry v SEE DETAIL, SHEET lo. " I .16 AC o MCI 68T E/zE/P 97' 75 Zll�all----7z�-- --- ROPOSED WALL MAINTENANCE EASEMENT TMP90-27B Z e_` / N TE:RE BININGW PERMHSLL OPEN SPACE_ Q d m1 ry --- ---- --- oo d ti F C F/C o (v� STEVEN W. AND BETTY C. JOHNSON 97' b ^� LQT u1 ry (1.00 ACRES) y I II LQT la " D.B. 1026 P. 715 ry ^I �' 4 al r o I N M ¢ m 74 wi NOTE: SPEED LIMIT SIGNS WILL BE ~ Q V O M 5 ~ N - - � I I T �o� 74 D.B. 629 P. 616 PLAT ZI LOT QI Ro R/W II L TRANSITION FROM ROLL -FACE ____ F ry 97 CURBING TO CG-6 CURB AT NOTE: SEE FINAL SITE PLAN FOR DETAIL j o ° REQUIRED TO BE INSTALLED UPON / I •� rvl 69 w m REVIEW DURING CONSTRUCTION SIGHT LOT DRAINAGE INLET IN THIS LOCATION � w OF LANDSCAPING/FENCE BUFFER AREA I I 1 t wl CIO DISTANCE EASEMENT ((TYP. ' (6' MIN. TRANSITION LENGTH) 01 1-. M of I BY VDOT TRAFFIC ENGINEERING 13 538z, PG 3-3811gz P 4 L TNt Q C. i8+ 97 LOT , 33.45 LOT 1[7SEE EIP EI wl I I iv PROPOSED o 1 -ii^I73 CG-6 (TYP) r•° 0 1 ri. sOLOT 8PROPOSED LOCATION OF MAILBOX KIOSK 3 7 ry 9 FOR CENTRAL MAILBOX LOCATION / o I - I ui _ SEE SHEET 10 FOR ROLL-TOP N Z m I 70 m I - 76 L �o CURB ENTRANCE DETAIL L1J - NO PARKING b : _ _ _ - - - _ - - I STREET LOT PROPOSED 6' PROPOSED SIGN (TYP) h rvl °N I I I LOT N __ - - - 1 CONCRETE SIDEWALK 2 Q - - --- - - - -- I I g7, 1 0 .,�- - I SIGN (TYP) 72 NO PARKING CG-1z (TYP.) I/ � 1 L I TRANSITION FROM CG-6 CURB i Q STOP o T SIGN (TYP) -m PROPOSED STREET ��� j LOT 79 r j TO ROLL -FACE CURBING _ 5' LANDSCAPING SIGN (TYPJ " PROPOSED S' CG-6 (TYP) SIGN (TYP) I Lu AND MAINTENANCE EASEMENT v I I LOT a CONCRETE SIDEWALK SPEED LIMIT SIG m P - .r 1 m I w of m CC; L J DB.5382, PG.138-1gz I I 71 c' IMITS OF PUBLIC ROAD R O1 p ° a8+8� 8 J � I PROPOSED e I d014 � I � /" 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-gA ENTRANCE (T SEE DETAIL, SHEET I CONCR � I I I I TMP 90-27 LOT 1A j ROGER SCHICKEDANTZ j D.B. 1244 P. 461 D B 629 P 616 PLAT y ! + PT:i4+S2.50- -BS --- ° Mill QIt N a STOP OPEN SPACE E + W ZQ % a 3�' o a SIGN (TYP.) 0.02 ACRES) ^o SPEED LIMIT SIGN E- J 0 of 14+50 015+00 0_ 15+So 0 Q o- w B-ERWYN-bkV �- 600'R300' n d ROPOSED GUARDRAIL O ,, VAR. WIDTH PRIVATE 5 REET EASE M NT NO PARKING Q 20, 1)/ .e. }. 9' B.g 82, G.1 8-1 z SIGN (TYP) _ O G •al 0, L u a 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/BUFFERJ AREAS W I E7 � . • � � SIGN (TYP) Iul 6S4 oP %PROPOSED PROPOSED io' LANDSCAPING I EXTEND CG-7 CURB THROUGH * CG-iz (TYP.) AND MAINTENANCE EASEMENT Lu ° NOTE: SPRING HILL HOA SHALL MAINTAIN WITH EXISTING NAND TIE-IN W (�K WITH EXISTING PAVEMENT F ry l ;I � DISTANCE EASEMENT � ��"' A THE 8' ASPHALT SHARED USE PATH AS - Lu - 7C DB-5382, PG-138-19z 0.56 AC PART OF LANDSCAPING PERMIT J R 7W --- CONCRETE SIDEWALK PROPOSED 1o' LANDSCAPING I I I � vj ~� AND MAINTENANCE EASEMENT 6'LANDSCAPING• ° SPEEDLIMITSIGN D.B. 530 P. 164 PLAT I � n -' � � ° .� ° - � == - ° I AND MAINTENANCE EASEMENT PROPOSED % TPROPOSED DB.538z, PG.138-19z OPEN SPACE F NOTE: SEE FINAL SITE PLAN FOR DETAIL 1$ 16 RANSITION FROM ACCESS EASEMENT BLIC ACRES) A TIE-IN CG-7 CURB TO EXISTING LL.I - OF LANDSCAPING/FENCE BUFFER AREA PLANTING STRIP o I CG-7 CURB TO CG-6 CURB (0.06 ) PROPOSED io' PUBLIC _ - - - _ I ICURB -MATCH EXISTING GRADE I (0.63 ACRES) - PROPOSED + 1 I � ROPOSED PUBLIC ROAD R/W 1 f PROPOSED ACCESS EASEMENT n I STREET SIGN (TYP)-- - - _ PROPOSED L - - - - - - - - - - - - CG 6(TYP) - ------------------I PROPOSED BENCH MARK IS Q I SWIM FACILITY -- - - PROPOSED PROPOSED8'ASPHALT CG-7(TYP) � � � - _ TRANSITION FROM CG- p ROUSE- TRINE L S ~� - 1'� - - - �- - I CG-lz (TYP.)- _ SHARED USE PATH ROUSE SIRINE __ / , - \ CG-7 CURB TO CG-6 CURB i m � - _ _ _ - _ _ _ - STATION 105 O 1.35 AC PROPOSED STOPSIGN(TYD.) �j - - - _ _ _ _ - - -PROPOSED N3882993.340 CD - - PLANTING STRIP \ PT: zo+86.89 - - - - - O V - - _ - - J_ - - - - - - - - - - - - - - - - - \ CURB CUT E ELEVATION 52 N ------------- _ ELEVATION527.7± -------- - --- - -- - "ADATRUNCATED DOME SURFACE (TYPJ C3 ED 8'' ASP�iALT//ll///l///////OU////f////l//1�//%1%�//1/O//�////%l//�l PROPOSED PROPOSED8'ASPHALT - -� - SHARED USE PATH ----- zo o �� o - • - - - - __---- NOTE SEE SHEET FOR DESIGN ----------------------------------- PROPOSEDlo'PUBLIC PROPOSED :. N _ 5 - G-7(TYP ------- SIGHTDISTANCE=665' CLEARZONE CG-1z(TYP.) PROPOSED--_ OF THE ROUTEzoIMPROVEMENTS 55� C ) ---- ----- ACCESS EASEMENT CLEARZONE - CG-1z(TYP.) ---------a6---- - - - - a J 9' ~ TYP)zo �7 10+00 '' 1o+So 011+00 w 11+50 LL SIGHT DISTA-NZE=Z-2�- + 1z+oo 1z+So 5 13 00---- - 13+So R 1!}+0 _ -�- --off �- N a i Nu ' -- --1--- n BERWYN LANE - STOP N _ W LL VAR. WIDTH ATE EASEMENT SIG (TYP.) _ _ 16 }6' zo'ff zo` _ zT" z6' i& 15 - zo' z6' 26' 20' y 26' 16' zo' 26 .a7 - - I -- YP.) -. E_j _ ETBAC -0. _ PROPOSED -- _ r - - �3 _ 50 z _- 16 _ 16' z - �3 NO PARKIN (TYP:) lo. CG-lz (TYP.). (TYP:) N _ (TYP-) TYPJ SIGN (TYP) PROPOSED 5' -1 ETE SIDEWALK- � L J L -1 � L J PEED LIMI I L - J r N. J ILI J CONCRETE L - PROPOSED 5' 1 � SIDEWALK PROPOSED CG-gA I I 11 (TYP.) SEE DETAIL h L _ -1 ENTRANCE SHEET1o� , n n ^ m 10 m PCC Q^ ° LOT 19* s LOT LOT LOT LOT LOT LOT 1 LOT LOT LOT LOT LOTca w LOT LOT LOT LOT LOT 1 84 85 86 87 88 89 90 91 92 93 94 l0 95 96 8 97 9 99 100 FA __---- - -- lo' RE R SETS' CSC WALLMAIN_ENANCEEASE_MENT S. 3 zfyG.13 z - N 16' 16' zo' zo' ' z ' 16' 16' zo' z6' z ' zo' ° 16' 16'' zo' ' 23' ' ------- _ CG 3(TYP) w I = / __ 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 PART OF THE LANDSCAPING PERMIT ---- PROPOSED STOP BAR (TYP.) U.S. RT 20 SCOTTSVILLE ROAD 55 MPH ( ) _ - - ----_ JOB No. ---- - - - - _ _ _ � _ SIGHTDISTANCE=665� 82157 ❑ ❑ MAILBOX - - - - - - ------_- ❑ _ _ TIE-IN TO EXISTING - - - - - - - - - - - - ROADPAVEMENT PROPOSED MS-1 "� HWPB.1 PG.354 (80 R/W) EXISTING PROPERTY BOUNDARY - _ _ PROPOSED MS-1_4111- _ -'- -----_ SCALE MAILS X - - _ CONCRETE MEDIAN ~ CONCRETE ----- 1" - 30' SIGN ❑ -- -- MEDIAN y SHEET ND. NOTE: SEE SHEET 5 FOR DESIGN MAILBOX MAILBOX - -- - - - - a OFTHE ROUTE zo IMPROVEMENTS INV IN, ni nl - ❑ MAILBOX 3 Li \ - -TH 0�� TMP 90-27 -� --- -- o - - � - I - - - -- / ROGER SCOHI KEDANTZ �SCOTT R. LINS7 \ _\_ Sso D.B. 1244 P 46, 52 U Lic. No. 035791 - - - -------- Di6.629 P. PLAT �- 54 10/09/20 \ __ ---- 560 - - - — W - - - _ / D. 530 P. PLAT �^I _ - - - p ° 1 — — — - ---P-ote — — — — _ — '---- 'I -=----� o L� SSIONAL ECG ole -�- ---- __-- I / �� I ---- _ I ---------- — — - — — - — — \ \ -I I r \`547 - -- -- \ -----s5o i PROPOSED 8' S�6 SIGN o \ -- �_ -- f \ _ \ - \ - - �- - _rs - - - - - - - - PATHWAY- V) = - - ❑ \ = - \ - - - - - - -ASPHALT - - - - - - - - \� - _ 'MAIL69X - --- -_ _-� _ z Lu -� - - - 9+00 --\-_- _-- -- 5 _ S6 o /////i/�//% �/lU 1//�7�1/�/ //\-- 0 le J- - - - - - - - - - = 550 -- - - - - - - _ - - - - ao+oo - -- - - - ----- -- Za--� ---- u \ \ _ I - - ll+oo---------- -- �`- -SIGkT-L113TArTCE 66�;/ --\ CLEAR70N \ �m z Pole \- \ \ ` - - \ \ °p MAILBOX --------� =---- - / V--_-- - - w TMP 90-21G Y� / / - - - - - - \ 2 i o0 \ - THE RECTOR AND VISITORS co - - _- � -� OF THE UNIVERSITY OF VIRGINIA D.B. 1110 P. 279 : - / - - _ _ \ ❑� MAILBOX a +oo EXISTING EDGE Z z In HWPB XI P. 75 _ - ° SIGN ❑ / z J Ln _ _ — -�-- A _ MAILBOX ----- MAILB XI — OF PAVEMENT z — - _ - O a o I / i/ — _� — _ _ c u a U- - _ - EXISTING EDGE -_ _ - - _ \ OFPAVEMENT 550 -- Q -- �/� V/ w Z � _I z � ^\ H z - - - - - - - - - - - - - - z a / / I LTMP OT 0-21 E )LEE TM (90)-21 D \ \ W > EDDI AND I MINN E LEE BEST LI E ESTATE I JE RY LEE AND D BORAH B. BE T TM 90-218 I g a D.B. 716 P. 243 D.B. 32 .367 PLA D. . 3767 P. 332 D.B. LAT ST B) II TMP 91-19 HEN ¢ I I I D.B B. HENR 2816 P. 287 / LOMP 9 -21F JULIAN P. BATTEN, JR. )) D.B. p K D.B I I I 338 P. 36, 37 LAT 1350 P. 33 E R R. AND D.B. 1350 P. 226, 227 PLAT I p U) EVA .SHIFFLETT \ D.B. 1 34 P. 718, 720 T I � z O I - o EXTEND CG-7 CURB THROUGH INTERSECTION Tn > - - - - - DR 4 / % G-6COURB(TYP.) / - ANDTIE-IN WITH E XISTING PAVEMENT w _`; / -CIS 6 CURB (TYP) AlS E �RlYE TRANSITION FROM CG-7 CURB TO CG 6 CURB 3 a I ) _ _ - ------ - II GRAPHIC C E v - zz ao o u so so zo 8'0 &9 A m \ i -lS \ \ STREEOTSSIGN z1R\ \ \ o - :rN w v CG-3 CURB (TYPJ TIE-INCG- CURB N lj w N �: y,'� , . -I : v_. ;• „ _ h� v ( ° °D"'PROPOSED PROPOSED 8' - - + I o - - TO EXISTING CURB- 3oft. 1 inch - ft MATCH EXISTING GRADE o N o - CG-az (TYPJ ASPHALT PATHWAY L � CURB CUT WITH - - - - - \ -__ EMERGENCY BYPASS -- N j - T --- -- - ---- ------ -- -i -RIPRAPOUTFALL BENCH MARK IS - , .; .•ar' -w. - - a6' i\ i- - - '�• �HARLOTTESVILLE GIS � � 6�.� PROPOSED - --_ - PLANTINGS IP \ - w i - - - 112 ROUSE=SI NE 'SWION 105 \ \ \ �6fct 5 w _ ��ti \ \ PROPOSED -_536_ - - - i - - - - 1o6 -- - - - - - - - �/ DRIV \ N 388 .340 \ pjtlVE ( \ -E 11488234' M& - -- — — — — — — — STOP SIGN 95 - = AISLE 75 SLE ELEVATION 5273±- 96 — ..� — — — �03 - - -- — — — - EIcI \ - --- -- --- — - I \ �1 -T dOls� 0 1- 10228°HO ` \ 534 v - _\ \ w - N --- ------_ -- - ^ I - ham\ \ - G CUR TYP. \ _� - > - �� s� , 7 ( )�� \tea\ \ \ - - 00 LfARZONE - - _ 536 - - --F �. 7a53 CG CURB (TYP.) _ PROPOSED o \ - Z w _ 8' 7 8 i ?, - _ - _ s o �zQ CG a2 (TYP.)/ ? \ g \ 1g4 = e_ - - -. _,\ \ \ a +oo N z 50' TAPER $ �' \; I I - - - -- -- -- x aq ' \ - - _ __ - _ - Lu _ - Do 17+00 a8+oo _ ¢ 101 H J -- i zoo' TZTRN L - zg+oo / - �EL PED - !` \ _-_ _ -_ _-_ — \ M - / N � Z - -I a6+oo, " .Nx¢ "� // U.S. RT 20 SCOTTSVILLE ROAD 55 MPH) 1 I-__�/��\ iHTDIST - - _ -- -- — _�, - 0 = --530 -- J PROPOSED _ H1NPB.1�'G.354 80' R/W - a,,, a'T�c=66g zo+oo ----- - - - -- _sty_ - -�_` -_ ---__ - -- - - -- - _ - - - - - �HeoHr - -� OH N / °SIGN_ - CG-a2 (TYP) _ - - —_ - - _ _ _ - _ -MAILBO CG-3 CURB (TYP.)- - - -- - - -MAILBOX - -- _ - -_ o ~ --2 0' TAPER - -- - - - _ TV �`- -_ - -� _ ' N Z w \ \ Pole LIMITS OF MILL &OVERLAY_ = _ Phone / SEE DETAIL, SHEETao \ - -W - _ ( - - - - - - -- --MAILBOX_ - - -- - _- - -- --------__ - - - 21+00 -___- 1 _ - O- -0- ° - - PROPOSED M5 1 l - - PROPOSED MS-1 CONCRETE - --- `-22+ oo - - _ -m -- - - �, - Q - \ VDH. CONCRETE - - - - - - - - ��- - -MEDIAN (TYP.) - -, - a - - -- - - -Ln Lu \ MOM. MEDIAN (TYP.) VDH. PROPOSED NEW TURN LANE MON. - - - - - - -- --� - - — --- t/t \ 520 I-23+00--_-- 7, w z z m � \ LIMITS OF MILL &OVERLAY SEE DETAIL, SHEET ao - - - LIMITS OF MILL & OVERLAY - ��-�, -sue _ -- - - - ' - .�. SEE DET T ao-_-_ EXISTING EDGE OF PAVEMENT - - - - w - - Z - i J Q J W _ - 1AIL� - - - > TMP 90-21H DOROTHY \ TMP 90-21 H DO. 17 — 520, __ I U� LLJ B. HUNT I D.B. 3289 P. 68, 71 PLAT D.B. 1350 P. 31 \ 3289 P. D.B. 3289 P. 68, 71 PLAT D.B. - _ -- I I� � Q \ 520 - O - -__- - - _ - - _ Q - — - 520 - LLI Q D.B. 1350 P. \ 1717 P. 31 I _ = 226, 227 PLAT I D.B. 1350 P. 226, 227 PLAT Q — ,' \ H \ Z / Q W �`\ i , - - I / _ C) - 2016 ROAD & BRIDGE STANDARDS 2D16 ROAD & BRIDGE STANDARDS --- - '� > I C) - ` -- -- --- -- -- - - 1. W cG-' c0 7 NOTES: - — ¢ - -- _ - �> - I TMP 90-35P (D O 2n 5' 1. THIS ITEM MAY BE PRECAST OR CAST IN PINE. 2. CONCRETE TO BE CLASS AT F CAST IN PLACE, --- -- - W - - � - 530 _ \ _ - , — _ _- I '\ \ I BETTY LEE PROPERTIES, LLC 9 P 2 ' D.B. P. w Q 4000fFPRECAST. _-_ -` -- -_-_ '�-� ,� \ - D 3. CO NATION CLRB L CUTTER HAVING A RAIUS FEET OR LESS fALOMO FACE a CURB) SHILL OF OF PAIDWO FOR AS RADIAL MONO FACE CURB -� `-� ' - --c = _ _- DO - \ \ _ x �- ) J \ \ \ \ D.B. 976 P. 474, 477 PLAT D.B. 928 P. 237 PLAT ul J ♦ d♦ T' Dy d,D'd,, SURFACE - • • GUTTER. 4. FOR USE WITH STARMED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB A!D GUTTER SHALLBE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE E OF U - - — ---- - - Z / — J - - _ __. _ — - '_s __ x - _ ----` _ - �� - — TSL P r` _- S.IGNn / - _ I \ --_ _- 1 I I > `� Y - ♦ ♦ i D.� D.� • p "d COURSES NO TO THE AS PAVEMENT. _ -_ -__ _x -_ .0 -_ _- — — _ — _ -. �� \ _s — — — — — C�•O_'" \ \ \ — •`' — — - _ — I \ \ \ \ __ -__ -_ __ -- E•w uj ♦d • ♦ . P. D.�♦ A, 5. ALLOWABLE CiRTERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY 0.ASSi1CARON AND OESNRN SPEED INVO5 DESIGN AS SHOWUAL N OFNI - _ -- Q / - _ \ _•� _ �� \ \ \ 520 — r_, - \ \ \ - --- J BASE IMBHE EOTDIIX.IA 9ROAD 23+oQ-_-_--� _ \ _ �—_c� \ —'\ \ ` — __ - _ J • ♦d D.� ♦ D.�� S. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER EWRB,.WTHE E TRANSITION IS TO SE WE WITHIN IN STANDARDS CAN BE WE AT - \ —�s—°�.. �a. \ \ \ \ — �s SION _ \ ' \ \ ` ` \ \ ` ` \ S \ (�/� I�� • REGULAR OPENNGS. _____ \—� \�\ ♦ ♦ D.� • D.� • 7. WHEN Cd19NATMR MOUNTABLE CURB AND GUTTER IS -' �--__---- y OD " SUBBASE USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECRONS ME TO HAVE THE MOUANTPLE CURB CONFIGURATION INCORPORATED. I \ \ -_ _ ... Ur - 20 '� _ �_ u , v SIGN- s - H� — -- NOTES: P , re — _ _ 520 --- - i./ LL 1. THIS REY MAY BE PRECAST OR CAST N ARCADE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. _ D D D D - D D • ♦ ♦ ♦ ♦ F - - - - _ — — \ _ _ MAIC.BOX / `s - - ._ o O , ^ v' d d d d d ♦ ♦ ♦ ♦ ♦ ♦ -- \ - _ ' �/� \ — — (" V 3. CURB N ANG A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURBI WILL BE PAD FOR AS RAOUL CURD. ♦ ♦ ♦ ♦ ♦ ♦ J — 4- THE DEPTH aF CURB YAY BE REDUCEDMUCH AS 3" (1 ps 3" URD DEPTH) OR NBOTTOD M YOW AS 3" tlR" OECIDE IN ORDER THAT THE BOTTOM OF THE CURB WILL UBSTRE WRH THE TOP OF A COURSE OF THEIS" PAVEMENT SUBSTRUCTURE. OTHERWISE TFE DEPTH TO BE M SHOWN. NO ♦ .----------- •-� THE BOTTOM OF THE CURB IfD- GUTTER MAY BE CONSTRUCTED THIS AREA MAY BE CONCRETE PMAlFl TO THE SLOPE OF - - _ - --. - -- - -"- -_ _ TO ADJUSTYETIT IN THE PRIDE BID IS TO BE 4IDE FOR D THE OPTION a THE CONTRACTOR SUBBASE COURSES PROVIDED A OR DECREASE OR M INCREASE IN DEPTH. IfL DEARTH OF ]" B MAINTAINED TMP 91-18 -' - - - 5. CG-S M TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN N APPENDIX A `^' W _ DELL W. WOOD - - OF THE VDOT ROAD DESCH WNNNAL IN THE SECTION ON GS URBAN STADADS. - _ D.B. D.B. 1727 P. 674, 677 PLAT" - --- - � - _ --- -- - - - - - - - - — LL' W B. WHEN THIS STANDARD 15 TD BE TIED INTO EXISTING BARRIER CURB THE TRNLSRION IS To BE MADE AAWITHINTe" OPENINGSNGE N STANDARDS CAN BE MADE p - — — D.B. 1707 P. 582 D.B. 1571 P. 245, 246 PLAT -- ---- — — -- — - _ -� -- -- -- - --- - _-- 1 _-- --- -- O a w Tn _ ___ D.B. 288 P. 347 COMM. OF VA - �- - - - - -- - JOB N°. wool STANDARD 4" CURB E SPEMCIE �VooT COMBINATION 4" CURB AND GUTTER �"� EI 182157 ROAD AHD BRIDGE STANDARDS ROAR Pp BRIDGE STADP05 D.B. 279 P. 493 PLAT SHEET 1 OF 1 REVISION DATE SHEET 1 OF 1 REVISION DATE VIRGINA DEPARTMENT OF TRANSPORTATION OS 502 VIRCINA DEPARTMENT OF TRANSPORTATION OS 502 201.02 201.04 SCALE _. - " 1" = 30' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS -- SHEET NO. 5 I � I I I __--< \-`\ I �-, �; '��� I I I / •• ,1 ' LOT r I ii I III — LOT 53 LOT 52 LOT 51 LOT 50 LOT 54 I = — LOT 5 LOT 55 I 0' LOT I� LOT 57 ATC' LIN - SE 'SH T7 'I m I I I I 17 ' I I m /I I I I 1 1 L 1I OT 5 VAR. WIDTH ACSA, �i MH-z6 \ T OT60 UTILITY EASEMENT (TYP - I 16 ) III o DB. I LOT � I i � � : � � r i � _ � � •., � � III 61 PROPOSED8NE!"TEE III (2) - s" G.V._ 5 I i 62 �� �(QLAW Y _ 17+00 14 50 _ - - _s flO x -- b I I PROPOSED FIRE HYDRANT -) LOT \% -ASSEMBLY WITH 8"x6" TEE- i i I /� _ �63 T. PROPOSED 8" CL. -10° 52 D.I. WATERLINE o - - _ - + f LOT ! = a PROPOSED WATER I I LOT PROPOSED 8"IN-LINE G.V. SERVICE LATERAL(TYP.) I I 14 � I � � ROPOSED A.R.V. 1 / c-- o PROPOSED FIRE HYDRANT LOT F d-------------------- -- �' o ASSEMBLY WITH8"x6"TEE I W� I J! b LOT LOT � � I LOT LOT LOT 82 83 I 1 or LOT �I I _ 64 MIA ��� ' ` LOT \ 80 81 12 L �� PROPOSED SANITARY --I I Ili i j VAR. WIDTH ACSA / EWER LATERAL TYP.) - - - I � — -_ _ ( � � -- - I 'I LOT � � •� •.I I f I l i UTILITY EASEMENT (TYP.) °% I I I I l D3.5382,PG.13819z / LOT h 78------------ i a ' ----- LOT � � : -- NX ,ie ,-' � I` _ — — — -- �— — — — — — — I ------------65 ------ II I i - I - -- - ;� LOT I ----- ---- �I -- _ 77 "� _ _ • •�. � � ��I LOT I 1 III \ m 10 LOT / v L LOT I i � is T : � �r I TMP 90-27B I 66 x l L T :'r 0 I i I PROPOSED WATER 76 •- I— I STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT �! : ' • : p D.B. 1026 P. 715 / rvT / ASSEMBLY WITH 8'1TEE 9 L - r - --- '- D.B.629 P. 616 PLAT - _ ~ I ���C> \ �% ��' _ - - LOT r III I j LOT I ��, o II I 67 �I w �I i l j l j I v v o �+ LOT I 0 1 �� II �1 I — — —— — I 7 L � __ I I I •® r � I I � i III - - i GRAPHIC SCALE 1 inch = 30 ft. i i i 1H-13 NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) 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 � 10/09/20 ,1SIONAL E�Gl� Z Z O L � u OccC c c ~ � 03 - to E3 Ln 0 .Q-, C ! --- — _ . w I M6'IMH-z�; LOT i � -- � I .:I � 1 ! I I u 75 — L PROPOSED SANITARY _LOT N I --------- --------- ! 68 I PROPOSED SANITARY SEWER f Z PROPOSED WATER SEWER LATERAL (TYP.) i - °'I SERVICE LATERAL SERVICE LATERAL (TYP.)---I i I I I =t°I PROPOSED 8"SDR-26 PVC— _ I LOT ? NOTE: ALL 4-STORY RESIDENTIAL UNI SWILL REQUIRE j ' "I LOT 1I SANITARY SEWER (TY-P.) 1 II .74= i AN ACSA APPROVED BACKFLOW DEVICE. I� �� 5 r I I -— NLOT 0 69 j LOT Lu JI 4 L I III � LOT LOT III N Q o• I 0 j LOT 73 3 II N I I I � �I 70 �. - _ i PROPOSED ED DR z P RO OS 8 S 6 VC I _ I 1 - - I PROPOSED 8 IN LINE G.V. " � LOT � � II N SANITARY SEWER (TYP.) i- I - PROPOSED 8" CL. PROPOSED 8" IN LINE G.V. ' _ I I .e 2 I z D.I. WATERLINE vi1 � _ LOT I i I VAR. WIDTH ACSA 5 PROPOSED 8" CL. ;a L > Q 0 1 1 72 1 (UTILITY EASEMENT (TYP.) Sz D.I. WATERLINE ,e LOT PROPOSED 80DIP LOT I PROPOSED FIRE HYDRANT -DB•538,2 PIG.1 8-3. 2 h 1 z I g fi SANITARY SEWER Lu it 71 ASSEMBLY WITH 8"x6"TEE- L MH-zz ! �� `-- ----------- ------------I - a° -- - PROPOSED FIRE HYDRANT') - Q �* > �I L - - - - - _ MH-zi 0 1 II"•" oal - -ASSEMBLY WITH 8"1 TEE - (n r z MH-zo LIJ - ---- -- - I - o .• I - -- - Q Q —+¢o _ _ B RWYN LAN — — — �� a PROPOSEDTYPEA L9~ J VAR. WIDTH ACSA - - __ _ T BLOW -OFF ASSEMBLY J io 5o N - -ii+ 0 iz+o sz+So - 3+00 - - - o- - - - - 0 1 So 15+00 7 b O UTILITY EASEMENT - - - - - - - - -.- - -. - - _,-. - -.- -„-. - -.- -.-. - DB.538z, PG.138-i92 _ - - L - " --- '' - - - z < - - - - xho ' ----- - MH-12 - y --- --- - _ . - --- - -- - - - - - _ �� PROPOSED 8"x8"TEE it U — PROPOSED 8"x8"TEE \ & (3) - 8" G.V. 1 PROPOSEDTYPEA PROPOSEDB"CL. I Lu BLOW -OFF ASSEMBLY I 5z D.I. WATERLINE AND (3) - 8"G.V. \ / I w NOTE: SANITARY SEWER MANHOLES WITHIN THE \ VJ _ J TMP 90-27 i L -1 L _ J -ROADWAYS MUST BE INSTALLED WITH THE - - J L - -1 L - J L / VAR. WIDTH ACSA - - - - - - - LOT 1A I MANHOLE TOPS FLUSH WITH PROPOSED //(TYP.)I --� / UTILITY EASEMENT ----------- ROGER SCHICKEDANTZ ! I TOP OF FINISHED ASPHALT (TYP.) Q / D6.5382, PG.3.38-192 I U) J o j NOTE: MH-u IS THE END OFTHE SPRING HILL VILLAGE H� Ln D.B. 1244 P. 461 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT III Z o I D.B. 629 P. 616 PLAT LOT LOT I LOT LOT 98 LOT 2 0 zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS — D.B.530P.164PLAT 84 85 86 87 88 89 1 90 91 92 93 94 95 96 97 99 100 ii Q / UTILITYEASEMENT(TYP.) I LLI - - - Lu D6.5382, PG.138 i92 z -_ -- NOTE: SEE OFFSITE SANITARY SEWER PLANS, CO �� ICO VDH. INCLUDED ON SHEETS 30 & 3i FOR REFERENCE — i ii— r I 1 MH-1i I MON. BENCH MARK IS I - - - - CHARLOTTESVILLE GIS Lu LJ A roximate ROUSE-SIRINE Va PDbBP221Service P1305 smt. \ - - - - - - - LITY Ll 0 I --THOE FRONTAGE OF TH STE: EXISTING EPROPEAD IRTY SHALL BE NG - S�•�. - STATION 105 / I ::-------- - - To. - - - - - - - - - - - - - - ----- -1- Comm N 3882993 340 Q Pole i i `. ' % - - _ _ + - - REMOVED AND INSTALLED UNDERGROUND. I -Vl ulf E h1482334.683 j '" EXISTING UTILITY - - - - - - ELEV�t0N-527.7t c-------- Fiber opt SHE OHTV r _ Llf POLES TO BE REMOVED �� - - - - - - _ _ _ - - - - -I - - - - - \'\ \ ------- 2 2ne- - - -- -- _ ELE )- - - - - - - _ - -�-LL:L-L - - - mole Pole - ----- - o ----- - -- --- ---- _ N ----- --- --- -- r - OHE v/P OHE - — — — EXISTING UTILITY iio��ilaio//f/i%///I///00///l//////l///10///1//l/1////�%//1///I//%//O//// 011/ 1/O l///ll/1/1//L - — - - - - - - - POLES TO REMAIN � •••• -a- d� v , o `� _ o..o. oHro n, "'- - - - SIGNo- PROPOSED LOCATION OF oNE P tJ _ - _ _ _ Lu UNDERGROUND UTILITIES ~ ozz ------------ -------- - ------ MAILBOX o�� MAILB El X — — c� > )HT OHTV C/) - - _OHT OHTV 0 IPF r� - - - NOTE: EXISTING OVERHEAD UTILITY LINES ALONG THE FRONTAGE OF - OVERHEAD LINES SHALL THIS PROPERTY SHALL BE REMOVED UNDERGROUND. BE RELOCATED OHT OHTV Polec Phone U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) m HWPB.1 PG.354 MAILBOX INV IN 7, F El MAILBOX EXISTING UTILITY 0 _ POLE TO REMAIN a U) t JOB NO. 182157 SCALE 1" _ 301 - — -_____ _______ - HEETN . MAILBOX 6 YD1 O YD13C \ z.om - LOT53 i 06 3-,59z=� s9 � 1 1 I S- _ FFE= OT18 / y -� MATCH I ET 5-- 5 FFES 586.00 658r I _ - YD136 8 'SBg.00 i WIDTHPRIVATE S z LOTFFE= 20 E 2 LO E 1.. L T o 586 33 L 590 5 5FFE= I I / PROPOSED SWM ACCESS VAR. WIDTH PRIVATE -- _ 'DRA NAGE EASEMENT- 9 FFE 55' 4 592 0O 591.33 590.67 590,00 li - - _- _ - / - - S8 ,, 3 -9 "FFE S, I BSMT= I / ssy.00 s / DB. 8z 1 8-1 zr _ ss ooi \ - - 593 33 - BSMT- I 81. 80.8 580.16 SF4 33, LOT 6 s8 / & FACILITY EASEMENT DRAINAGE s / �� FFE 8 �, o _ I 58z.16 I BSMT I BSM 3 BSMT- r / 8 / 53 3 5 9 8 LOT 58 5935 BSMT- 58z.8 . -TW 88f- �- 80 ,6. - - - 2.8 I I I I 3 .� 58z.83 58i.i6 I 580.50 379.63 / I� s � 59 3 BSMT- I, I 583•So � r I � r� � �/ I I - - FFE= 58z.5o I x LOT 6 BSMT4 ti- LOT Sg_ 591.5 0 " I = 583.67 115 1 �-s$3.17 II x --- a -- � _- - - i 8 / �;' _• I �fFE= se 33 5a 6.00 _LOTSo FFE= BSMT- 583.0( s63a3 e . - x - 57 Yp5 d' \ 5a�,64 581.67 s o h 578.00TW� _ L� 574.00BW \ \ \ III 0.00 20'PRIVATE \ \ - C-) SC ITT \ OT 88- M58z.67.- ✓ ...,- i 580.G7576YD. lo'PRI-. __ _ 9-.65:` 37 .8 7 57 8. 45 - �51� 6A r• . z 5\80. o Ii.-r �.---BSMT= 581.o0 DRAINAGE EASEMENT Tw s , - - � - - - 14 LOT 61,579"00 065 - DB.53 z G.138 z FFE=-', 5sz39 sa .6a . r Y 6 / e / PROPOSED WALLS (MAX. HEIGHT 6 577.00 - - - \; 1 * o 16+00 5 16 QL - 1 ° 1' 9 1 VAR. WIDTH PRIVATE „e S 5 - 8 1 _ ^ ---V°i S7ggo er - - - - O_- 16B -- PROPOSED STORM 069 DRAINAGE EASEMENT \, -." r � 14 = _- - FFE= DB.53 G.138-1ga YD13 • \; A vV _� _. - - 16+50 SEWER SYSTEM) " \ / OYO n Q i 6, awSBo YD1zB /--57433 - - - n6.67 / i \i\ �.zo \, �P- / - - i ewsao - - - LOT62 s \ �- . / PROPOSED 8" YARD'- r' 3 7°33 LOT6 f •. • \- 578 iz TEM -- - sia.00 s7s sod s �.z \ �3 / FFE= ' F a / - 2. ,- _,-___ -_9_ r o.. }.� \ i 1. 573ff;Z�)0�3z4DRAINSYS T`FFE= /\4 94 - - �. - 579.00 574.00w o h T571.670 FFE= O 7 „ L - 10' PRIVATE ,c. / f / \ \ \ _57a.33 / - S�6' - - L..._ - 1 I, I f it 1,67 S7z.oz Ili 4o z.00 DRAINAGE aaEA EASEMENT 568.67 %6 \- \ \ \ / / j, _ - zo' PUBLIC, S7o i 57 LOT �4: 3 DB.5382, 7 \ 5 r.- ` ` \ \ DRAINAGE EASEMENT s73• _ OBW\ \ /\ r \ k PG.z38.192 c \ 9 0 576.6s 579.67 LOT 81 ~ - _ L9 T 83 / / FFE 569 6 .4s .o' - - - - I no so ------- YD12A - -- 10,75 cr PROPOSED STORM 3.6i \ LO ' Li 570.0o LOT613 7 a - -- I s7°'33--- - - - - -� `\ y^ /SEWER SYSTEM 574' \ FFE= 81. FFE= 80.0o FFE= 579-33 / I. PROPOSED 3' DECORATIVE WALL F 0j ( f n4 06 \ 6 LOT 79 \ FFE15 88 0o B MT= 33 BSMT o.1 BSMT=569.5o LO 13 63 TW (NOTE: WALLS 3' IN HEIGHT OR LESS DO ° \ K 1 = 57 S .. 7 - ,I i� - 567.67 s. - NOT REQUIRE RETAINING WALL PLANS). - FFE= 577 7 S 1 0 FFE- s� 57 33 \ �a FFE=580.o0 \\r B 16 VAR. I 568.0o L 7 J I - - - 570.0o z \� BSMT o.1 S DRAINAGE EASEMENT / MT 57z ,. LOT 64 - - - - f 9 LOT 78 57 7 \� - �I: DB.� 62 PG.i 8-1 2- - �YD15D ,I, - I LQT 1 1 I : °• 91 5jo.y9 S7s.00 E= 578.0o PROPOSED YARD DRAIN SYSTE } 1 / = 5 s 67 s 45z - -- - LOT6 - w ,% F YD15B PROPOSED WALL MAX. HEIGHT-6' - _-- - �• "I 11 I I,r 566.00 5 - -- II a o-- p BSMT=568.17- ( 10 WALL MAINTENANCE EASEMENT " --� I� _ 568.00„ - _, _y a VAR. WIDTH PRIVATE ______ -DB.� 82 PG 8a z FFE= 9 se� "64' * x % DRAINAGE EASEMENT• - _5 53 e _ �3 9 s68.33_ I p % nz � DB.538aiPG.i38-i9z , YD15A - 5 - 5 564 III L 56 .5oTW _�-_ Le _ -`_. i/FFE= BSM575.3 55 566oBVJ 566.00� 563.00BW• / __ ____ --__ III / / / 9 sae - 565.5o 68`-- s 6o.00aw s ---L -� 566.5oBW /s 90 % 76 LOT w 56600TW 55 - ----. YD4A - 56oI o i FFE= i i / ! NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / \ \ FFE= 57z.67 77 ---- 6a.00Bw-_ $ _- - 556 y / 561.0 60 67x 960 33 / DRAIN LINE FOR ROOF & FOUNDATION DRAINS _ - -----_- L 1 FFE= - .-566.00 I 563 r / - - rl \ BSMT= 56z.83 YD15 i i 566.00T� WITH 1o' PRIVATE DRAINAGE EASEMENT-566.33 \ 6o.4oaw - _ - TMP 90-27B - _ - - --- - -- FFE= oT9 r I' III / 566.67rw ! YD16F LOT 6� o / 558 - 10 55a6 ss STEVEN W.,AND BETTY C.-JOHNSON S63.676w ' YD15E 56k / /i SS 6 YD4 `D.B.1026P.715 ,OLD �I D.B. 629 P. 6,a6 PLAT / / LOT67 ~ i \ \�� 9' \ 6ti s6w68w.� - - - -- " - - / , ioB FFE 8 5 6.67 55 .z5 III + ill / - aoA L 3 _ 56333 I�. --'1 6 �., 88 -- L - 6 - r• I e 557.00 lo' PRIVATE i I -FFE= 0. n l DRAINAGEp-EASEMENT SUBLIC 6z --'--- r . I ' DRAINAGE EASEMENT i l 563.67 / 53 ,'I ti 87 -- - / T7 r 6 III a D6.538z, PG.138 19z I 8 60 8 9 \ - S8 - - - " 555 X / / ' S6z.00aw,: 84 -- - - S 556 i o 3 LL i 56y.aoTW I � � -- �- a'�> r t I I I I I PROPOSED DRY SWALE sa 7 55, oz u / 5 0.oa -� g3; LOT7 /I - / ' L T6 F DRAINAGE EASEMENT 1 \ I U Lic. No. 035791,E DB.5382, PG.138-igz,-- z ooTVJ \ \ 10/09/20 56 \ \ - 5g0 �O �' 566.00BW -, � -- -- S G1 \ \ I � SIONAL Ely \580.0 \ 574.00BW \\ 1 \V A A I V A PROPOSED WALLS- \ (MAX. HEIGHT=6') \ \ \ \ \ I o 566.00TW- c560.00BW- - - V A----_- -- 5744.00TW C 568.00BW \ \ \\ \\ \ \\-----570 L �/� YJ �57. 5OOBW 57� � p -57o.00TW 6 ooBW \ \ \ � __ - � ' - - - 54 �� yu ^ c U � So �__--___-.T____ _ \ S60 W e FAu Z ¢ [ LLJ LLI CC WALL � s/Er.�(F MAINTENANCE EASEMENT TMP 90-35 C DB'S3Bz' RC�.138-1gz DUANE E AND ROWENA M. SNOW _ F D.B. 702 P. 792 u D B. 657 P. 234 PLAT u ssi:000BW \NOTE: CONTRACTOR TO INSTALL PRIVATE 8" c 560.o0TW RAIN LINE FOR ROOF & FOUNDATION DRAINS Ir¢ 554.00BW WITH io' PRIVATE DRAINAGE EASEMENT _ I-..-.. ------ - - - s52.00TW i YD16E - - / Sz I - - S 5 _ X B.00BW ' _ r 5 I 54 / LOUD 68, B $9 7 FFE= 56551.17 \ SWM ACCESS % I I 553.00 -4 + 4 3 56o.6" BSMT-i YD1oA FACILITY EASEMENT -- -- - - 5 o I SSo FFE= 8z w / -- ----- z------- y.5o `1�_ • I r 5 pVoi i � �60 0o ss9.67 � 557s3 - -I -� , w •. 55i' .- _ D6.538z, PG.1� -19z _ . _ -_-_ • •. I � � I 81 zsa LO 574- 59 7 - I ----- - 60 1 0I -s4s.00tW 557 -/ri �. III a I, 547 aBW / i I 59- 3� 8 846 I j - .73 ss9 33 FFE= 6 FFE= T'S o - - BSMT- 8 sys 67 sa7a7 III 7i m FFE- Og I+ v _ -549 3 �II 549.0o c - o 'I S 559 00 t36 •- � I f NOTE: CONTRACTOR TO INSTALL PRIVATE 8" it Ij/ i o I i 55933 I ' 1 DRAIN LINE FOR ROOF & FOUNDATION DRAINS r' L I LOT 69 0 1o' PRIVATE FFE= L T Sy6.€ 5454 557 - J 6 8.046 0 , rl� - _ E EASEMENT , -- - 00 - - LOT73 S.- PG�3$,z 547• L 7 0 YD16D1 7' S5�35 558.0o DRAINAGE EASEMENT S DRAINAG % I FFE= 55833 DB.5382, PG.138-i92'9 20 PRIVATE VAR. WITDH PUBLIC + °I T 31- 59 IF - LOT o ss767 ss .. BSMT= 548-50 o DRAINAGE EASEMENT %r- .e 545 7 54sa3 I DRAINAGE EASEMENT 6 / 7z I_ m 1- - DB. 8z PIG 8-1 z DB. '38zf _P__G.ir3S 1 z . r u, 7 - - 05 53 3 + o�l - DRAINAGE EASEMENT I I 55 � � 1. '. - , � ' i SS rr g I I I `�i li I ' LOT z F +., 10 PRIVATE + 8.0o a. � h - r I - :" FFE= - t / DB.5382,PG.138�z--- - 9 j.00 - p 6 - LOT72 I '".' i 5r4.00 s4z4 a1 - - - - _- - 550.07 FFE= 557.00 ( YD20 1 � o o I �- - I BSMT- 1 i � zo' PRIVATE ssa o 547 7 LOT 71 � I - , - + , " G � g5[ I � I I I DRAINA E EASEMENT 54z rr / LOT - " l co I / FFE= 537.00„ \ YDz r 7 /` FFE= s4z 67 5410 58A - I , .I T - _ I 546.00�-J 2, G.1 2 � I ; YD16D 1 r 557.33 YD11A --------- L- I ss I I I 20'PUBLIC - 77, �" - - -- - 54 53 -I - Fo DRAINAGE EASEMENT - I - -_--L---- -L-__,BERWY LANE - __- `a DB.5382, PG.13&192 - _ 1 rn / � --r--� � _. 5 ,� s.�: 11#50-. - I� F-$�:a!�. �3ts� _ - �TJ `- � �•x� - TMP 90=27 ",�_ - - - o , - _ ry-o.. - - - - - - 5° 6 �_ F-T- - �- - 55 93 I I-' N h - -.- - - = - - - - --- - - - _ _ PROPOSED STORM` -zo' PRIVATE b LOT1A 51 SEWER SYSTEM / \ ,ROGER SCfIIICKEDANTZ � II y - � - - __ _ - - _ _ � = . , _• _ DRAINAGE EASEMENT j D.B. 1244 P. 461 � I �� --- - _- t � I' • `. •� _ - `- -- -- - - - = -,. - - --- - I r eve _ _ � "33 s55- .-_ 5� 555755553 5549 554 _ 547 5443Z. 4337 5447 54540.954oa8-D.6. 629 P. 616 PLAT 75 i m ?: N ._ N W _ _ o� - w - -I - _ _ �•, z L - 5 - 5 D.B. 530 P, 164 PLAT P w v \ ~ 55z.go Sz33 SSozo 4943 5479 _ fi fia- 1 1 1 f�III}I r III 556.z5 56.z5 55539 5z.8y �5 o.z7 8.z 44-75 I 42.75 a. z / - .• - - - _ 56.25 556.25 54.gz. 1.50 - 49.So -_ - 4 - 46.a 4409: yz.og- 54 4 I \ 49 (, _ / • I - 74 _J L_J L -J -' L _J LJ L I-- LJ I - C, � . LJ J L-� I LJ J l I L -J L-J -J \ �� - I '.. 73 � '• LOTgo � . - LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 8g r 9 LOT g1 LOT 9z LOT LOT gy 7 L fl LOT g6 LOT 97 9 LOT gg LOT 100 �lyf -<------f----�--- ---- YD16C ^ I FFE= _ = FFE= FFE=' _ FFE= - FFE= 93 FFE= - m 95 FFE= =L4�7 538BW 4 FFE FFE FFE FFE= FFE= FFE=20'PUBLIC. _556 58556-58 556.58 556.58 S55.9z 555 25 I 553 17 51.83 SSO So 549.83 548_So I I li546.42 545;08 544 42 543.08 542-4z r, DRAINAGE EASEMENT B°Issj s I I I --I / 7z z 55z.67 X 50.00 8.00 - 54 ` '� v 3:1 - DB.538z, PG.138-192 556.o8 556.o X 556.o i� 556.0 ;X 5554 55475X SSz33 3� I i X- 5493 X X I z 5445 X 39z 4z-5 X 54y 9zx 54z.z5X 536BW 3 J _ / �O / / / / / I / I _ 554 �"- 'S46so. _ 5459 i 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 3.5D 9.7 10 YD-7E - YD-7D 8 3.50 9.7 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-8B 8 3.50 9.7 10 Y D-86 - Y D-8A 8 3.50 9.7 10 YD-8A - STR.48 8 3.50 9.7 10 YD-8A - 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 3.17 9.0 10 YD-12B - YD-12 8 3.50 9.7 10 YD-13M - YD-13L 8 3.00 8.7 10 YD-13L - YD-13K 8 6.25 15.2 16 YD-13K - YD-13J 8 6.75 16.0 16 YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131- YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YD 13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C - YD-13B 8 3.50 9.7 14 YD-13B - YD-13A 8 4.83 12.3 14 YD-13A - YD-13 12 3.08 9.2 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.SD 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 -POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2.67 8.0 10 YD 15C - YD-15A 8 6.67 I O.0 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 - L9 Cn ti M 00 N z 4 LU M N W z N LU W > Q z w z Q J Q > LU w L9C) Q o Q z O C) Q 0. U I 06 W Y LU - ~ Q 0 J Q Ul U) II > V LJJ LU J / SO 7 55 - SSz.z 55i.yz 55z. z - 4 51.33 550..7 549. 49 7 8 9 .- __ - - - - - - 5 SBW _ -- - �rl _ / / / i / Gi w I I `. - - ® CO I --I � 6 2 4 5i. z _ " a • 4 4 54 � 54 47.5 47.00 so 4o%4z. z / � / � / - rs,. � I I ,+ --L. � � 54z, 539• z \. V��i. YD16B .. oX 55130x x- SSosok� .� X• k X • X. X - X. X X 95 3 534.a8 I Q 3 I \ - y 55 3oX 5i.z6 s 54a. z S.00 1 r S4z.85 i PROPOSED VDOT CL. Al RIPRAP LINED - - i PROPOSED WALL (MAX. HEIGHT=3' _ _ Sz.00 --- ---- - o sya 8i - - - 546 s ' - 43.5a - - - - -- - y - 0 YD1 Q CHANNEL FROM PROPOSED CURB CUT - BENCH MARK IS - ,n - ;- - 3`6:° I �. - ,.. 0, PROPOSED v, � LU `J _-- -----^--f'` \ NOTE: CONTRACTOR TO INSTALL PRIVATE 8" o u _ WITH A STONE DEPTH OF 15" INSTALLED $ A roximlte I 5487. RAIN LINE FOR ROOF & FOUNDATION DRAINS s + II 2B WITH A FILTER FABRIC UNDERLAYMENT. RIPRAP DITCH o CHARLOTTESVILLE GI 1 I / P i Va Pubk ServlIpe Esmt. ss4TW l YD16 SWM ACCESS & WITH io PR_ IVATE DRAINAGE EASEMENT SWM ACCESS & 'k O" NO SCALE / D.B.221 P/305 Tv IBwI.: i FACILITY EASEMENT= - ---__ - -_ - -_ - - - - FACILITY EASEMENT zA, i - --- - ------------- -- -- - -- ---- - -' - e aATION 05 E ~ Pole : :• - - - - - - - 3882993.340 _ 1g2 1•. I I I s� N (� --- -z _r--------------- --�9a 82334.683 O - 536 I _ DHE OHN - 547�--L. _ -- _ - - - - - - - - - - V / --- -----DRY SWALE - - - - - - ---- ---- ----- -- -- - _ � -- ---' YD16A _ � 6 --- --- • ---- _ �j ma`s- - - - 11,z I I � ... O ------ -�,, �I �, --- 55 ----- � --------- ----` ---------Sa'------ht�ti------- - � 95 _---- - ---- --- --- �LE _ PROPOSED -----� rr---------- -= -- ---L N � .. � riYrri/ii/ii/UU,%//// ;%i0/f'" - _ /j///////l/ l/I/ 1J//O/J'PROPOSED UNDERGROUND STORMWATER% ��J� ����jJ <15������� - --d61 -O _r1g�/_ OHE - / Sso _ _ 55 � MANAGEMENT DETENTION FACILITY-� 11C - - - - _ - - ----------------- - _ - - - _ _ - - - -Lu 536 - - - - ---- -- - - -- -- - - =-- _ --- p w Lu 1 - f 102 \ Sz6 En U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) ❑ --� \ ---- \ �" ---- c 8215 JOB NO. / HWPB.1 PG.354 _ _ _- MAILBOX 1 0 / ❑ - ao o ,s+ 30 ----- S s A E' \ z� -_ _ rn r. I - - - / _�. .. -.. _� / � �----- � SCALE o� MAILB X _ - / _ -- ---- SIGN - - --- _--- _-/- -- ----- 1 =30 D r \� - _ _ - - - ` - - - _ \ - 1GIAILBOX\ - - - - - - - - - _ - MAILBOX . - - - - - _ -- - - -- _FEET ) SHEET 0. )HT OHTV 0 - _ _ - -- - - - - -- - ------ _ \ Pole I \ - _ 8 _ - OHT OHN S5 \ \ :Phoney - INV IN \ o \=1 -' f MAILBOX I n�i. = -"T(1- ft. - - - - -- 8 HN 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 - D. SMITH ___I�. 687 eat PLAT I r ----- f 5 ecEo3p 7 I UNCFxSTE _ _ STEPS ,� GRmm� r pee _ RE ---_- -- __ �loN ple _ P - Structure Area (Acres) Cw to (Min.) 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 6.0 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 YDI 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 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 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 YDIIA 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 YD13E 0.08 0.40 6.0 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 1.28 035 12.0 YD16D 0.21 035 12.0 _ YD16DI 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 ROOF2 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 ROOF? 0.04 0.90 5.0 ROOFS 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 \ TMP'90-34A _ i ITH TEMPLE CHURCH; L C r ' GG 1 \ IGHT,ftOBERrS WR ,HOWAR - r r CAREY TRU TEE _ ENCH KI55 RVEV CONTROL,', L� 1 D. 189 PG266 05E31PNEL ANFLHSHER 1 _ ,I TMP 9033A naeu2asn _ -- - vnnoN 84R.w ,1 i ' :' i ,' •-�' DANIELS. 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(in) LENGTH' (ft) SLOPE (%) INERT IN INVERT OUT MATERIAL INLETTYPE VDI 12' Yard Inlet 8 23.DO 4.35% 530.00 52900 HDPE YD2 16' Vald Inlet 8 23.75 3.16% 635.00 534.25 HDPE VD3 1T'Yard Inlet 8 15.25 1-64% 540.00 539.75 HOPE YD4 30' Yard Inlet -Dome Top 555.67 15 41.00 2.85% 550.17 549.00 HDPE YD4A 3T Yard Inlet Dome Top 555.75 12 4.00. 8.25% 550.50 550.17 HOPE YD5 12 Clemoul 677.25 8 20,50 3.66% 5]4.25 573,50 HDPE YD6 15" Yard Inlet 591.83 8 31.25 3.20% 586.67 585.67 HOPE Y07C 12' Yard Inlet 619.M 8 42.75 1.75% 615.00 614.25 HDPE YD7B 17 Yard Inlet 617.50 8 23.50 1,06% 614.25 614.00 HDPE VD7A 12" Cleanout 818.00 8 73.75 9.49% 614.00 807.00 HOPE VD7 12" Clemout 611.00 8 22.75 14,29% 607.DO 603.75 HDPE 907E 12' Yam Inlet 629.83 8 41.75 13,96% 625.83 620.00 HDPE YD7D 12" Yard Inlet 625.00 8 27.75 18.02% 820.00 815.00. HOPE Y08C 17 Yard Inlet 623.83 8 38.75 8.18% 679.t7 616.00 HDPE YD88 17 Yard Inlet 618.83 8 60.75 0.82% 616:00 615.50 HDPE YDaA 12" Cleanout 620.00 8 26.25 2.55% 615.50 614.83 HDPE VDB 12' Yard Inlet 618.50 B 73.50 14.73% 814.83 804.00 HDPE VD9 17 Yard Wet 607.50 8 32.50 0.77% 604.25 604.00 HDPE YD10A 12" Vard Inlet 549.50 8 92.50 3.78% 545,50 542,00 HDPE YD10 12' Yard Inlet 546.00 8 43.50 1.72% 642.DD 541.25 HDPE YD11A 12' Vard Inlet 538.00 8 79.75 0.88% 534.50 534.33 HOPE YD11 12" Clemout 539.00 8 7.50 6.67% 534.33 533.83 HDPE YD12A 12' Yard Inlet 568.67 8 75.75 1.08% 585.50 565.33 HOPE YD72 12" Cleanout Sfi7.50 8 94.00 1.41% 565,33 564.00 HDPE TD128 12" Yard Inlet $70.33. B 20:50 4.88% 566:33 565.33 HDPE V0131 t2' VaN Inlet 597.00 8 47.50 13.88% 59250 588.83 HDPE VD13H 12' Yard Inlet 589.50 8 30.25 0.53% 586.83 586.67 HDPE YD13G 17' Ynd Inlet 590.33 8 49.00 0,69% 586.67 586.33 HDPE YD13F 12" Cleanout 593.50 8 27.50 0.58% 586.33 586.17 HDPE VD13E 12' Yard Inlet 592.00 8 22.00 097% 586,17 586,00 HDPE V013O V. Clemout 595.00 8 69.00 2.54% 586.00 584:25 HDPE YD13G 12'Yard Inlet MI 8 30.50 18.03% 594.25 578.75 HOPE YD138 12" Yard Inlet 586.00 e 35.50 16,20% 58.75 573.00 HDPE YD13A 12" Yard Inlet 576.00 12 50,75 0.49% 513.DO 57275 HDPE YD13 12"Olwnaut 577.26 12 36.00 0.89% 5'2.75 572:60 HDPE YD13M 12" varJ Inlet fiO3.00 8 48.50 0.54% 600.00 599.75 HOPE YD13L 12" Yard Inlet 607.00 8 90.75 0.55% 599.75 599.25 HDPE YD13K 17'Yard Inlet 607.75 8 14.50 15.52% 599.25 597.00 HDPE YD13J 12 Clwnout 601.00 8 35.50 18.31% 592.00 WEED HOPE YD13N 12" Yald Inlet 623:00. 8 60.00 19.17% 618.00 604.50 HDPE vD13P 15^ YeN Inlet -Dome Tap 804.92 8 111.00 12.91% 600.33 586.00 HDPE YD130 12" Yard Inlet 56975 8 35.00 19.29% 580.D0 573.25 HOPE YD14 12" Vald Inlet 808.00 8 fi05.25 0.03% 605.53 605.33 HDPE YD15B 12" Yam Inlet 571.00 8 35.25 12,28% 566.33 561 HDPE V015A 12" Vant Inlet 5fifi.00 8 67.50 1.97% 558.33 557:00 HDPE YD15 12" Yard Inlet 581.00 8 15.25 3.28% 557:00 556.50 HDPE YD15D IT Yard Inlet. 561.92 8 7725 0.59% 559.25 558.83 HDPE YD15C IT Yard Inlet 566:00 8 6975 0,72% 558.83 558.33 HDPE YD15E 12' Yard Inlet 560.00 a 36.25 0.69% 557.25 557.00 HOPE Y016A 30" Yald Inlet - Dome Top 547.33 12 19.25 3.12% 543.35 54275 HDPE YD78 24' Geanout 550.25 12 8.75 5.71% 534.50 534.00 HDPE Y016C 30"Vald-let 554.00 12 44.00 3.41% 550,50 549,00 HDPE YD168 12" Cleanoul 554.25 12 81.00 3.70% 549.00 546.00 HDPE VD16D1 30' Yard Inlet 557.00 8 34.33 3.41% 553.00 551.B3 HOPE YD16D 30' Yard Inlet 555.83 8 21.83 8.38% 551.B3 550.00 HDPE YD16F 30' Yard Inlet 563.67 8 3950 8.66% 56967 556125 HDPE YD16E 39' Yard Inlet 560.00 8 7467 1.87% 558.25 555.OD HOPE ROOFI2A 12' Cleanoul 559.75 B S.OD 1.80% 555.00 554.92 HDPE ROOF12 12" CIRRI WE 42 8 20.75 4.43% 554.92 554.00 HDPE Lic. No. 035791 09/25/20 * ,1SIONAL E�Gl Lu Q � N � N rn L9 ti M rM N z It N Q W z N N W w \Q z LU z W L9 M Q 5 I-- O Q L W J z oC z = 7 WU ' Q Y W � ( V � UlW J_ W Z w � J t_ C0 H� _ LU J ~ w • •.., � J z f D V 0 OC C\1 LU 111 d (n JOB NO. 182157 SCALE 1N _ 301 SHEET NO. 12 1 ! 1 1 � � � I _� B • � � �; �� � . • • 1 • _ • � _ I I I . • � � � � � • • • '®�® 11 ®®' ®� �— 911 i °.1 Ili ��®' �------_— ®_—�_�_ 11• �_�_�_�_------_— ® 11 a 11 ®�®®® 11 —� 1 °1 �®�®®------_— ®—®� 11 ��®' �-----__— —�' --_----��®' ' 1 ®®�® �- 11 ��®�®®------_- —®--_----��� 11 °1 ®®�� ®— 11 1 •1 11 ���®------_- -©_—_---- 11 �®�®��� �— 1 1 � 11' ®' �®�------_— -0_-_-_--�� "®a �®®�� —®' � 11 �®®�_----__— —®--_----��� 11 ®®' —� 1 1 ®� 111 ®�------_- -0' --_---- 11 �� 11 ®��® 0���������������� —�--__—_—®®® 11 � ®®�� —�° --�----®�� 11 � ®®®® —®--_--_—��® 11 ®��� ��--_----��� 11 1 ®®® 11 —� 1:1 ����®_----__— —�� 11 ���®------_— —�� 1 1 � 11 �®-----___ —�� 11 ���®------_- -®--__--- .1 11 .II � 11 ®®®� —�--_---_ :11 �� 11 ®®�� �o������� 1, 1 1 ��®��® —�� 11: � .11 ��------_— �— 11 1 •1 111 ���®-----__— —�--_----�® 1.1 1 1 ®�®� 0— 1 1 � 11: ���®--_--__— —�--_---_��� 11° ®®® —�� 11: �®�®------_— —0--_----�� ! 1 111 ��®® —®° --_----®�� 111 ®®®� —�--_----®®� 1 I. ®®®® 0�������®�������� —�--__---®®� 11 ®®®®' 0—�� 11 ®�®®------_— —�--__---� '�®� 11 ®® '®® —�--_---_�®� 1 el ®®�® ®—� 1 •1 l i ®��®------_— —�� 11 ���®-----__— 0- 1 ° �����®------_- �— I11 1.1 111 ����_----__— —�--_----��� 11 ®® '®� 0—� 1 1 �� :ll ��------_ —®--_--_— 111 �® 111• ®®® —®--_---- I 1 �� 111 ®®® ' ®—� ' ' ®� 11 ®' ®------_ —�--_---- 11 ®' ® 111 � ®�® 11 ® 1 1 • I I 11 1 1 0®® ®—® 1 1 I I I1. 1.1 ®®------_ ®—® 1 1 1 1 l i . 11 ®®------_ —®--_---- 'l 11 �® 11 • ©' ®®' —�� I °I ®���------_ —�--_----�� 11 11 ®®' —�--_---- I 1 � 11 11: ®®� 1 ®— 11• ® 11 ® • 11 ®®------_ —®--_---_� '®� 11 �®® —�� 11 1 1 ���------_ m— 11. � I I 1 1 ° 11 ��------_ � 11. � I 1 11 ®®�------_ �����������®moo®® —�� I1 11 .11®®------_ —�--_---- .� .1 11 � 111 �®� 1 --_----� � 11 � 11 : �®� Y I —� 1 1 I I � '® '®�------_ �������������o®� ° ����������®� 1 1:. o®® • 1 �������������o�� —� 1 1 �� • 11 ®�------_ —�--_----��® 11 1: ��� 1 �— 11 1 •1 111 ��®�------_ —�--_----® .. II . 11 11 ��� —�--_----�� 1 1 11•:: ��� 1 �— 111 1 •1 111 ����------_ > � 111 1 °1 111 ����------_ —�--_----�� 1 1 1 :1 0�� 1 �— 1 1 � 11 1.1 ��®------_ —®--_---_� 11 � 1 . 1 �®® �— 11, 1 1 11 ����------_ �— 111 1 •1 111 ���®------_ —�--_---- •II 1 �� 1 1 ��� �— I1: 1.1 I1 11 ���-----�_ —�� 11 ���®--_---_ �— 111 1 •1 111 ���®-----__ �����������®�o�® �— i t 1 1 1 11 1 11 11 '®' 1 1 ------_ �— 11 o I I I° ����_-----_ � � --_---- .11 � 11 ���� 1 I1: � I I ����------_ —�--_---- :1 1 ® 11 ��®� —�--_----� . 11 ®���® ®— 11 1 1 11 ® 11 ®®------_ —�--_----� I I � 1 1 • ��� 1 �— 1 1 � 11 ����------_ —�--_---- II ©® 11 0�� 1 �. 1 1 11 11 . 11®�------_ �������������o®� —� 1.1 I I• ����------_ �— 111 1 •1 111 �®��--_--__ —�--_----� 11 � 11 ®�� 1 —���� 11 11 ®------_ —�--_--_—��� 11 1 ®®� � .� -®��� rl la ®------_ -®' --_----�®��0�® —��� 1 I 11 11 ®------_ �— I IJ 1 •1 111 1 1 ®�®-----__ �— 1 1 1 °1 11° ����------_ —®' �®� Ill 11: ® I I _____--____-- ®—_-____-_-__ 111 �� 11 �� 1 1 ®� —®�® '®' 111 �®®_-__------_-- ®---____-_-__ 111 �� 11 �® 11 �®' —®�m� 1 111 1 1 ® B I _-__-_—_--_-- —�®m° 11 1 I II 1 1 � I 1 _—__---_—__-- ®—_-______-__ 111 �� 11 �� 11 �� —�®®®' 11 11 ® I1 _—___--_--_-- --_______—__ 1 11 �� 1 1 m� 1 1 �� � � � —®�®� 1 II �®�_-__-_----_—_ —��®� B 11 �®�_-__-_----_-- —��®� 111' �® I 1 _—___--_—__-- '®'®®� 1 II �® 11 _-__------_-- —���® 1 II• �®�_-__------_-- —��m� 111 �®�_-__------_-- —��m� 1 1 �®�_—___--_--_-- _��®® 111 1 1 ®' 11 _-__--_---_-- ®--______®®' �® 1 1' � 11 ��m®�� —��®® 11 �®' 11 ____-__-_-_-- 0���������®���oa�mm®� I —®�®� 1 1I.1 a 11 � 1 1 _-__------_-- Q--_______—__ 111 �0 111 Om�®� —��®� 111 11 ® 11 _—___--_—__-- —®�®� 111.1 l l ® 11 _-__------_-- --_______—__ 111 �Q 111 m®��® —®�®� 111• ®® 11 _-__-_----_-- --_______—__ 1 11 00 1 1� �m�� � � —��®� 1111 11 � 11 _—___--_—__-- ---____-_-__ Ill 00 111 m��®' —® 11 m� Ile �® 11 _-_________—_ —®' �®� 11 ��®_—___--_—__-- —®�®� 111 �� 11 _-__------_-- o���������®���oo i 1 �m��� -®° '®®®°' Ile �® B' �����������-� —_-____-®��� 11 �0 1l� m��� '® —��®® 111 �� 11 _—___--_—__—_ o��������®����©om����� —��®� 1111 11 � 11 _-___—_---_-- —_-_________ 111 00 11 mm��� —��®� 111 1 1 ��_-___-----_-- —��®� Ill �® 11 _-____---__-- ®—_-____-�®�� 11 � 11 ®m�� —��®® 1 11 e 1: ® 1 1 _—___--_—__-- 0�������������oo�m��� '��®� 111 �® 1 I _-_____---_-- °1 1 �®® 111 i l ® 11 _-____—_--_-- �����������a���oa�m� 11 ®®� III ��®_-_____--__-- ®---_____®®� I I 11 �� 11 �®®� _��®® 11'1 �® 11 _-__-_----_-- --______�®� 11 11 0� 11 m�®�� —��®® 111 1 1 ® 11 _-_____---_-- —______-��� 11 111 �0 1f m��� , 11 —��®� 1111 11, ® 11 _—___--_—__-- —_-______-__ 111 �� 11 m� 11� �� •�®®� 1111 1 1 � 11 _-_____--__-- —_-__�_-_�__ 111 00 111 m� 11 i� —___________ 111 00 111 m���� —®®®� 1111 11 ® I I ____-_—_--_-- —®®'�' ®� 1 111 ®® ' 1 _—___--_—__-- —_-____-_-__ 111 �0 11 m� 11 �� —®®®� I111 11 � 11 _-___-----_-- —______-���� I I 00 11� m� 11 � � � � —��®� 111 11 ®' 11 _-__------_-- —__—_____—__ 111 �� 11 m���� —��®� 1111 11 ® 11 _-___--_—__-- --_—_____—__ 111 QQ 11 m�� � � —���� 111 �®�_—___--_—__-- a�������������0®�m��� —���� 1 1. �®�_-__---_--_-- o�����������®�oo�m�®� —��®� 11 . ���_-__------_-- o��������®�®�����mm��� —®�m� 111: ���_—___--_—__-- o���������m���0��m���� —�®®� III �®�_-__---_--_-- 0�����������®�oo�m®® I —� 1 1 ®® 111 ���_-__-_----_-- '®��®' 111 ®��_-__-___--_-- —��m® 11 11: ��_-__------_-- —��®� 11 • ���_-__-_—_--_-- --______�®®��� 1 . 1 ®m�® —®�®� 11 ®®�_-__-_—_--_-- ' 11 �®� 11 1 ®®�_—___--_—__-- .1 1 �®� 11 ���_-__------_-- •��®� 111 ���_—___--_—__-- °1° 11 ®®� 111� �® 11 _-__------_-- • '®®a' ®� 1 le '®' ® I I �����������-� —��®� 1111 11 � I 1 _-__-_----_—_ --_—_____—__ 111 �� 111 m� 11®� -for Inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr `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 - 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 6.5in/hr 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 for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include ovedand 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. TH 0�D �t SCOTT R, LINS' U Lic. No. 035791 ° 09/25/20 �oSS'/ONAL E�Gl STRUCTURE V/ Zz O u WW Cl d U W o Z � � CC I: ~ on to J Q H Z N 81r� F Q N M N rn co 0) N 1 N W M N N W \< / w J \J '1 / W H 0 I-- o Q TT 1 U WY Uj V) W�� ZW w W Qi./ (� 0 Oo N z Q z w Q Z Q J M Q < O I W (1� Q -j J �1 J 1J� z Ln LU a r) z LO_ I� Q J ( ) �/ J Q Uj 0 7Q Z a � p W W to JOB NO. 182157 SCALE N.A. SHEET NO. 14 DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (I"T2� PERIMETER (FT) A (ACRES) C f (MMR) Q (,CPS YDl 12"Nybphst Yard Inlet 0:42 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YDl 12"Nybphst Yard Inlet 0.42 4.49 0.11 0.50 6.50 0.358 1.U7 WIIRFLOW YDl 12"Nvbplast Yard Inlet-50°/4 cogged O.Z] 2.25 O.II 0.50 4.00 0.220 1.33 WEIR FLOW YDl 12"Nybphst Yazd Inlet-50%cogged 0.21 2.25 0.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 15"Nybphst Yazd Inlet 0.64 5.40 O.12 0.30 4.00 0.144 0.51 WEIR FLOW YD2 IS"Nybphst Yard Inlet 0.64 5.40 0.12 0.30 6,50 0.234 0.71 WEIR FLOW YD2 I5"Nybplas[ Yazd Inlet - 50%° cogged 0.32 2.70 0.12 0.30 4.00 0.144 0.32 WEIR FLOW YD2 I5"Nybphst Yazd Inlet -50%cogged 0.32 2.70 0.12 0.30 6.50 0.234 1.13 WEIR FLOW YD3 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WIIRFLOW YD3 12"Nybphst Yazd Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 ]2"Nvbphst Yazd Inlet -50°/a cogged 021 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD3 12"Nybphst Yard Inlet -50%cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YD4 30"Nybphst Yazd Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLOW YD4 30"Nybphst Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4 30"Nybphst Yard Inlet -50%cbpged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 30"Nybphst Yard Inlet - 50p/o cogged 1.43 4.30 Lt4 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30"Nybphst Yard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLOW YD4A 30"Nybphst Yard Inlet 2.85 8.60 L64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4A 30"Nybphst Yard Inlet -50°%cogged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4A 30"Nvbphst Yard Inlet -50°k clogged 1.43 4.30 1.64 0.55 6.50 5.863 Z03 ORIFICE FLOW YDS 12"Nybphst Yard Inlet 0:42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YES 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.35 6.50 0.182 0.65 WEIR FLOW YDS 12"Nybphst Yard Inlet - 50% cogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YDS 12"Nybphst Yard Inlet -50°/acblged 0.21 2.25 0.08 0.35 6.50 0.182 LOS WEIR FLOW YD6 15"Nybphst Yard Inlet 0.64 5.40 D:?I 0.45 4:00 0.378 0.98 WEIR FLOW YD6 l5"Nybphst Yard Inlet 0.64 5.40 0.21 0.45 6.50 0.614 1.35 WEIR FLOW YD6 I5"Nvbphst Yazd Inlet -50°h clogged 0.32 2.70 0.21 0.45 4.00 0.378 L56 WEIR FLOW YD6 I5"N b last Yard Inlet-50% clogged Y P 0.32 2.70 0.21 0.45 6.50 0.614 2.15 WEIR FLOW YD7B 12"Nybphst Yard Inlet 0.42 4.49 0.19 0.35 4.00 0.266 0.38 WEIR FLOW YD7B 12"Nyloplast Yard Inlet 0.42 4.49 0.19 0.35 6:50 0.432 1?1 WEIR FLOW YD7B 12"Nvbphst Yazd Inlet -50%cogged 0.21 2.25 0.19 0.35 4.00 0.266 1.39 WEIR FLOW YD7B 12" Nybphst Yard Inlet - 50°/P clogged 0.21 2.25 0.19 0.35 6.50 0.432 192 WIIR FLO W YD70 12"Nybphst Yazd Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD7C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIR FLOW YD7C 12"Nybphst Yard Inlet-50%coged 0.21 2.25 0.09 0.35 4.00 0.126 0.35 WEIR FLOW YD7C 12"Nvbphst Yazd Ulkt-50%cogged 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLOW YD7D 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0.41 WEIR FLOW YD7D 12"Nybphst Yard Inlet 0.42 4.49 0:06 0.35 6.50 0.137 0.56 WEIR FLOW YD7D 12"Nybphst Yard Inlet -50%cogged 0.21 2,25 0.06 0.35 4.00 0.084 0.65 WEIR FLOW YD7D 12"Nybphst Yard Inlet -50%cogged 0.21 2.25 0:06 0.35 6:50 0.137 0.89 WEIR FLOW YD7E 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0.41 WEIR FLOW YD7E 12"Nybphst Yazd Inlet 0:42 4.49 0.06 0.35 6.50 0.137 0.56 WEIR FLOW YD7E 12"Nybphst Yazd Inlet - 50% cogged 0.21 2.25 0.06 0.35 4.00 0.084 0.65 WEIR FLOW YD7E l2"Nybphst Yard Inlet-50%cb�ed 0.21 2.25 0.06 0.35 6.50 0.137 0.39 WEIR FLOW YI78. 1?"Nybphst Yard Inlet 0.42 4.49 0:09 0.35 4.00 0.126 0.53 WEIR FLOW YD8 12"Nybphst Yard Inlet 0.42 4,49 0.09 0.35 6.50 0.205 0.74 WEIR FLOW YD8 12"Nybphst Yard Inlet -50%cogged 0.21 2.25 0.09 0.35 4.00 0.126 0.35 WEIR FLOW YD8 12"NvbphstYard STRUCTURE DRANAGE D (M) FLOW TYPE. INLEP TYPE AREA (FT2)(PT) PERIMETER A (ACRES) C I (M/EIR) Q (CPffl YD13C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.40 4:00 0.144 0.58 WEIR FLOW YD13C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.40 6.50 0.234 0.80 WEIR FLOW YD13C 12"Nybphst Yard Inlet- 50°/d cogged 0.21 2.25 0.09 0.40 4:00 0.144 0.92 WEIR FLOW YD13C 12"NybphstYard Inlet-50°/a cogged 0.2I 2.25 0.09 0.40 6.50 0.234 1.28 WEIR FLOW YD13E l2"Nybphst Yard Inlet 0.42 4:49 0.08 0.40 4.00 0.128 0.54 WEIR FLOW YD13E 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.40 6:50 0.208 0.74 WEIR FLOW YD13E 12"Nybphst Yard Inlet-50°/acbgged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YD13E 12"NybphstYard Inlet-50%cogged 0.21 2.?5 0.08 0.40 6.50 0.208 L18 WIIRFLOW YD13G 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.50 4.00 0.120 0.52 WEIR FLOW YDI3G 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR FLOW YDI3G 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.06 0.50 4.00 0.120 0.82 WEIRFLOW YD13G 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.06 0.50 6.50 0.195 1.13 WEIR FLOW YD13H 12"Nybphst Yard Inlet 0.42 4.49 0.11 0.40 4.00 0.176 0.67 WEIR FLOW YD13H 12"Nybphst Yard Inlet 0.42 4.49 0.11 0.40 6:50 0.286 0.92 WEIR FLOW YD13H 12"Nybphst Yard Inlet-50°/a cogged 0.21 2.25 O.l] 0.40 4.00 0.176 1.06 WEIRFLOW YD13H 12"Nybphst Yard Inlet-50%cb clogged 0.21 2.25 O.II 0.40 6.50 0.286 1.46 WEIR FLOW YD131 12"NybphstYard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD131 12"NybphstYard Inlet 0.42 4.49 0.09 0.35 b.50 0.205 0.74 WEIR FLOW YD131 12"NybphstYard Inlet-50%cbgt�ed 0.21 2.25 0.09 0.35 4.00 0.126 0.85 WEIR FLOW YD131 12"Nybphst Yard In STRUCTURE DRAINAGE D (IN) PLOW TYPE M'I-EI- TYPE AREA (FT2) PEl3IIvIECER (FT) A (ACRES) C I (IN/HR) Q (CPS) 96 DI-1 5.95 12.83 0:95 0.50 4.00 1.90 1.6 WEIR FLOW 96 DI-1 5:98 12.83 0.95 0.50 6.50 3.09 2.2 WEIR FLOW 96 DI-1-50%cogged 2.99 6.42 0.95 0.50 4.00 1.90 2.6 WEIR FLOW 96 DI-1 - 50% clogged 2.99 6.42 0.95 0.50 6.50 3.09 3.5 WEIR FLOW 112 DI-1 5.98 12.83 3.52 0.40 4.00 5.63 3.3 WEIR FLOW 112 DI-1 5.98 12.83 3.52 0.40 6.50 9.15 4.0 ORRICE FLOW 112 DI -I - 50% clogged 2.99 6.42 3.52 0.40 4.00 5.63 4.0 ORIFICE FLOW 112 DI-7 - 50% clogged 2.99 6.42 3:52 0.40 6.50 9.15 4.0 ORIFICE FLOW 114 DI-1 5.98 12.83 1.06 0.50 4.00 2.12 1.7 WEIR FLOW 114 DI-1 5.98 12.83 1.06 0.50 6:50 3.45 2.4 WEIR FLOW 114 2I-1 - 50% clogged 2.99 6.42 1.06 0.50 4.00 2.12 2.8 WEIR FLOW 114 DI-7-50%cogged 2.99 6.42 1.06 0.50 6.50 3.45 3.8 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � o _ a � .� u N � c " i^ � d ti t� ti o o � 3 0 � � � n _ c S. �. � s 9 S � w �° 8 a i r ymy 9 Pi Li 3 w w � w° ii oa � a m N N � F Q �' T � � R �ii � a d �- 2� m E W � rA' � .� ui o' o u � 28 3B 8.0 0.17 0.75 O.t28 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0833 4.1650 0.55 0.91 3.5192 0.1466 0.1534 5.44 1.10 1.00 0.51 0.00 4 3B 6.0 0.06 0]5 0.045 0.18 0.00 018 0.0500 0.020Q 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.1466 0.1852 443 1.36 1.00 0.18 0.00 68 3B 70.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 8.72 0.76 3.5192 0.146fi 0.1314 9.48 1.48 1.W 1.48 0,00 8 3B 70.0 0.17 0.65 0.711 0.44 0.00 0.4d 0.0700 0.0200 2.0 0,0833 4.1850 J.41 0.98 3.5192 0.1466 0.1637 7.18 1.39 1.Q0 0,44 0.00 HB 3B 12.0 0.19 0.75 O.t43 0.57 0.00 0.57 0.0700 0.0200 2.0 00833 4.1650 3.75 0.96 3.5192 0.146fi 0.1608 8.07 1.49 1.00 0.57 0.00 10 3B 70.0 0.11 0.75 0.0H3 0.33 O.OQ 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.7fi 0.99 3.5192 0.1488 0.1852 7.42 1.35 1.00 0.33 0.00 108 3B 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0833 4.1650 4.02 0.95 3.5792 0.1466 0.1593 11.58 1.38 1.00 0.90 0.00 12 36 8.0 0.05 0.90 0.045 0.18 O.OQ 0.18 0.1200 0.0200 2.0 0.0833 4:1650 2.20 1.00 3.5192 0.1468 0.1666 5.72 1.40 1.00 0.18 0.00 14 3B 10.0 0.22 0.75 0.765 0.66 0.00 O.fi6 0.0300 0.0200 Z.0 0.0H33 4.1650 4.64 0.90 3.5192 0.1488. 0.1520 8:89 1.45 1.00 0.86 0,00 168 3H 8.0 0.14 0.75 0.705 n42 0.00 0.42 0.0300 0.020Q 2.0 0.0833 4.1650 3.92 0.95 3.5192 0.1466 0.1593 5.54 1.44 1.00 0.42 0:00 18 3B 12.0 0.18 0.75 O.t35 0.54 0.00 0.54 0.1Z00 O.Q200 Z.Q 0.0833 4:1850 3.32 0.98 3.St82 0.1466 0.1637 9.16 1.31 1.00 0.54 0:00 20 3B 70.0 0.09 0.75 O.OfiB 027 0:00 0.27 0.1200 0.0200 2.0 0:0833 4.1650 258 0.99 3.5182 0.146fi 0.1652 6.62 1.47 1.W 0.27 0.00 Z2 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.020Q 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1468 0.1668 8.11 1.31 1.00 0.21 0.00 24 3B q.0 0.05 0.90 8045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 J.45 0.98 3.5192 0.146fi 0.1637 282 1.42 1.00 O.tB 0.00 28 3B 6.0 0.12 0]5 0.090 0.36 0.00 0.38 0.0109 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 3.9D 1.54 1.00 0.38 0.00 30 3B 72.0 0.16 O.fiS 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.01 0.99 3.5192 0.146fi 0.1fi52 8.18 1.47 1.00 0.42 0,00 30B 38 720 0.18 0.75 0.735 0.59 0.00 0.54 0.1200 O.OZ00 2.0 0.0833 4.1650 3.32 0.98 3.5192 0.148fi 0.1837 9.18 1.31 1.00 0.54 0.00 32. 3B 10.0 0.14 0.65 0.09t 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1650 3.08 0:99 3.5192 0.1468 0.1652 6.90 1.45 1.00 0.36 0.00 32H 3B 70.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.47 0.98 3.5192 0.1466 0.1637 7.79 1.28 1.00 0:48 0.00 38 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.3D 0.04t1 0.0200 2.Q 0.0833 4.1650 3.2fi 0.98 3.5192 0.1468 0.1637 S.ZO 1.54 1.00 0.30 0,00 38 36 8.0 0.09 0.75 0.0H8 0.27 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.38 0.96 3.5192 0.1466 0.1637 4:44 1.35 1.00 0.27 0:00 40 3B 8.0 0.14 0.80 0.712 0.45 0.00 0.45 0.0222 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1488. 0.1584 5.26 1.52 1.00 0.45 0.00 42 3B 8.0 0.15 0.80 O.t20 0.48 0.00 0.48 0.0184 0.0200 2.0 0.0833 4.1650 0.52 0.91 3.5192 0.14fi6 0.1534 5.17 1.55 1.00 0.48 0.00 48 3B 4.0 0.08 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 O.D833 4.1850 3.45 0.98 35182 0.1466 0.1637 2.82 1.42 1.00 D.76 0:00 48 3B 8.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.81 0:90 3.5192 0.1466 0.1520 4.08 1.47 1.00 0.39 0.00 50 3B 8.0 0.18 0.75 0.735 0.54 0.00 0.54 0.0300 O,Q200 2.0 0.0633 4.1650 4.31 0.93 3.5192 0.1488 0.1584 822 L29 1.00 0.54 0.00 52 3B 12.0 0.24 0.75 O.t80 0.72 e00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.56 0.93 3.5192 0.1468 0.1564 8.19 1.47 1.00 032 0.00 54 36 78.0 0.53 0.65 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 11.18 1.43 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1468 0.1837 5.64 1.42 1.00 0.33 0,00 60 38 70.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2:0 d0833 4.1650 2.88 0.99 35192 0.1466 0.1652 7.13 140 1.00 0.30 0.00 82 3B ib.0 0.13 0.75 0.098 0.39 0.00 D.39 0.1200 0.0200 2.Q 0.0833 4.1850 2.96 0.99 3.5192 0.146fi 0.1652 7.96 1.28 1.00 0.39 0.00 66 3B 70.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.78 0.99 3.5192 0.146fi 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 4.p 0.02 0.90 O.D18 0.07 0.00 0.07 0.0300 0.0200 2.Q 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1668 2.57 1.56 1.00 0.07 0,00 80 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 3.99 0.95 3.5192 0.146fi 0.1593 4.60 1.31 1.W 0.36 0:00 8Z 3B 6.0 0.14 0.65 0.091 0.38 0.00 0.38 0.0200 O.Q200 2.Q 0.0833 4.1850 4.Ot 095 3.5192 0.1488. 0.1593 4.82 1.30 1.OD 0.38 0.00 84 3B 8.0 0.14 O.fi5 0.091 0.36 0.00 0.36 O.OSBfi 0.0200 2.0 0.0833 4.ifi50 3.27 0.98 3.5192 0.1468 0.1837 6.30 1.27 1.00 0.36 0.00 90 38 72.0 0.20 0.65 0.130 0.52 D.00 0.52 0.0991 0.0200 2.p 0.0833 4.1650 3.39 0.98 35192 0.1466. 0.1637 8.63 1.41 1.00 0.52 0.00 92 3B 70.0 0.11 0.65 D.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 271 0:99 3.5192 0.1466 0.1652 8.80 1.52 1.00 0.29 0.00 94 3B 8.0 0.12 O.fi5 0.078 0.31 0.00 0.31 0.0643 0.p200 2.0 0.0833 4.1650 3.04 0.99 3.5192 0.1466 0.1652 6.01 1.33 1.00 0.31 0.00 102 3B 12.0 0.42 O.fiS 0.273 1.09 0:00 1.09 O.OZ75 0.0200 2.0 0,0833 4.1650 5.97 0:83 3.5192 0.1468 0.1417 8.03 1.49 1.00 1.09 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET' CAPTURE) Intensity 6:50 (Intensity is 4 iNhr or spread, and 6.5 inlhf for capacity and depth) Mannings Coefficient, n is 0.013 Inlet ology Hydrzl Curb and Gutter Inlet � f;, P c '� p� o S > � ffi n � '° yn � � � A � � Z` m �� � u 3 Q U U O O d 3 m � z s � e s � n 9 c .4 �° � " 9 B m 8 � o "q ° .. N � R � 9 � rn y S. 2 ui N � N w t- w° o � $, v ' o � o v .. c S� w d - � N m � 25 z, `y � � Ul � j � C � t, `n 11 ,d u�i ,i'i � � w O tl U K 2B 38 8.0 0.17 0.75 0.128 0.83 0.00 0.83 0.0200 0.0200 2.0 0.0833 4.1650 6.46 p.86 3.5192 0.7468 O.t461 6.87 0.87 1.90 0.83 0.00 4 3B 8.0 O.C6 0.75 0,045 0.29 0.00 0.29 0.0500 0.0200 2.0 0.0833 4.1fi50 3.11 0.99 3.5192 O.t466 0.1652 5.43 1.11 1.00 0.29 0.00 68 36 14.0 0.74 0.50 p.370 2.d1 0.00 2.41 p.0270 0.0200 2.0 0.0833 4.1650 8.06 0.68 3.5192 O.t466 0.1197 12.29 1.14 1.00 2.41 0.00 8 3B 10.0 0.17 0.65 O.t 11 0.72 0.00 0.72 O.W00 0.0200 2.0 0.0833 4.1fi50 4.09 0.94 3.5192 O.t466 0.1578 9.00 7.11 1.W 0.72 0:00 BB 38 12.0 0,19 0.75 0.143. 0.93 0.0p 0.93 0.070p O.Q200 2.0 0.0833 4.1H60 4s0 0.92 3.5192 0.1486 0.1599 10.72 1.19 1.00 0.93 0.00 10 3B 10.0 0.11 0.75 0.0H3 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1850 3.31 0.9H 3.5192 0.14fi6 0.1837 9.15 1.09 1.00 0.54 0.00 10H 38 16.0 0.30 Q]5 0.225 1.46 0.00 146 0.1200 0.0200 20 0.0833 4.ifi50 4.83 0.89 3.5192 O.t466 0.1505 14.67 1.09 1.00 1.46 0.00 12 3B 8.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1200 0.0200 20 0.0833 4.1fi50 2.64 0.99 3.5192 OA466 0.1852 7.08 1.13 1.00 0.29 0.00 14 38 10.0 0.22 0.75 O.t65 1.07 0.00 1.07 0.0300 0.0200 20 0.0833 4.1650 5s7 0.8s 35192 O.t486 0.1448 8.70 1.15 1.00 1.07 0.00 16B 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0833 4.1fi50 4.70 0.90 3.5192 O.t466 0.1520 6.99 1.15 1.00 0.68 0.00 18 3B 12.0 0.18 0.75 0.735 0.88 O.QO 0.88 0.7200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.7468 0.1593 71.44 1.05 1.Q0 0.88 0.00 20 3B 10.0 0.09 0.78 O.OfiB 0.44 0.00 0.44 O.t200 0.0200 2.0 0.0833 4.1fi50 3.07 0.99 3.5192 O.t466 0.1652 8.37 1.20 1.00 0.44 0.00 22 3B 8.0 0.07 0.75. 0.053 0.34 0.00 034 D:7200 0.0200 2.0 0.0833 4.1650 2,60 0.99 3.5192 0.7468 0.16s2 7.53 1.06 t.00 0.34 0.00 Z4 3B 4.0 0.05 0.90 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1fi50 4.14 0.93 3.5192 0.1486 0.15fi4 3.55 1.13 1.00 0.29 0.00 26 38 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 O.Q200 2.0 0.0833 4.1650 5.37 0.88 3.5192 0.7486 0.1481 4.95 121 1.OD 0.59 0.00 30 3B 720 0.16 0.65 0.104 0.68 0.00 p.fiH O.t200 0.0200 2.0 0.0833 4.1650 3:61 0.97 3.5192 0.1486 0.1622 70.74 1.78 1.00 0.68 0.00 308 3B 12.0 0.18 0.75 0.735 0.68 0.00 0.88 0.1200 0.0200 20 0.0833 4.1650 3.96 0.95 3.5192 0.1488 0.1693 17.4t 1.05 1.00 0.88 0.00 32 38 70.0 0.14 0.65 0.091 0.58 0.00 0.54 O.OB20 0.0200 2.0 0.0833 4.1660 3.64 0.96 3.5192 O.t46fi 0.t608 8.80 1.16 1.00 0.59 0.00 32B 3B 10.0 0.18 D.75 0.720 0.78 0.00 0.78 D.D820 O.Q200 2.0 0.0833 4.1850 4.09 0.94 3.5192 0.7488 0.1578 9.77 1.02 1.00 0.78 0.00 36 a8 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0411 0.0200 210 0.0833 4.1fi50 3.91 0.95 3.5192 O.t4fi6 0.1593 6:48 1.23 1.00 0.49 0.00 38 3B 8.0 0.09 0.75 Q.088 0.44 O.QO 0.44 0.0282 0.0200 2.0 0.0833 4.1850 4.03 0.95 3.5192 0.7466 0.1593 5.54 1.08 1.00 0.49 0.00 40 3B 8.0 0.14 0.80 0.112 0.73 0.00 0.73 0.0222 0.0200 2.0 0.0833 4.1650 5.10 0.88 3.5192 O.t466 0.1490 8:84 1.21 1.00 0.73 0.00 42 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0184 0.0200 2.0 0.0833 4.1850 s:42 0.88 3.5192 O.t466 0.1481 6.53 t22 1.00 0.78 0.00 48 38 4.0 0,06 0.75 0.045 0.29 O.Op c29 0.0109 p.Q200 2.0 0.0833 4.1B60 4.14 0.93 3.5192 0.1486 0.1564 3.55 1.13 L00 0.29 0.00 48 3B Co 0.15 O65 0.098 0.83 0.00 0.83 O.D109 0.0200 2.0 0.0833 4.1H50 5.53 0.85 3.5192 0.7466 0.1448 5.15 1.77 1.00 0.63 0.00 50 38 8.0 0.18 0]5 a135 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1650 6.17 0.88 3.5192 O.t468 0.1480 7.85 t.02 1.00 0.88 0.00 52 3B 12.0 0.24 0.75 O.t80 1.77 0.00 1.17 OD500 0.0200 2,0 0.0833 4.1fi50 5.23 0.87 3.5192 0.1466 0.1478 10.39 1.15 1.00 1.17 0.00 54 3B 18.0 0.52 0.65 0.338 2.20 O.OD 2.20 0.0500 0.0200 2.0 0.0833 4.1650 6.62 0.77 3.5192 0.7466 0.1329 14.42 1.11 1.00 2.20 0.00 58 3B B.0 0.11 0.75 0.083 0:54 0.00 0.54 0.0473 0.0200 2.0 0.0833 4.1fi50 3.94 0.95 3.5192 OA466 0.1593 ].04 1.14 1.00 0.54 0.00 60 36 70.0 0.10 0.75 0.075 0.49 0.00 049 0.7200 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 O.t466 0.7652 8.75 1.14 1.00 0.49 0.00 62 3B 10.0 0.13 0.75 0.098 0.63 0.00 0.83 0.1200 0.0200 2.0 0.0833 4.1fi50 3.53 192 0.1466 0.1822 9.87 1.01 1.00 0.63 0:00 e6 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 D.t200 0.0200 2.0 0.0833 4.16s0 331 192 O.t468 0.163] 9.15 1.09 t.00 0.54 0.00 fib 3B 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0300 0.0200 2.0 0.0833 4.1fi50 2.43 5192 0.146fi 0.1652 3.17 1.2fi 1.00 0.12 0.00 80 3B 6.0 0.12 0.75 0,090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 192 0.7488 0.1520 5.80 1.03 1.Op 0.59 0.00 82 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 O.D200 0.0200 2.0 0.0833 4.1fi50 4.81 192 O.t466 0.1520 5.83 1.03 1.00 0.59 0.00 84 38 B.0 0.14 0.65 0.091 0s9 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 5192 J743 0.7486 0.1822 7.77 1.03 1.90 0.59 0.00 90 3B 72.0 0.20 0.65 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.ifi50 4.0] 5192 O.t46fi 0.1593 70.89 1.13 1.00 0.85 0.00 92 3B 10.0 0.11 0.65 0.072 0.48 O.QO 046 0.0991 0.0200 2.0 0.0833 4.1650 325 5192 0.1488 0.1637 8.14 1.23 1.W 0.46 0.00 94 a8 8.0 0.12 0.65 0.078 0.51 0.00 0.51 O.Ofi43 0.0200 210 0.0833 4.1fi60 3.65 5192 O.t4fi6 0.1622 7:45 1.07 1.00 0.51 0.00 102 3B 12.0 0.42 0.65 Q.273 1.77 O.QO 1A 0.0275 0.0200 2.0 0.0833 4.1650 7.18 5192 O.t466 0.1285 10.46 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 6.5 in/hr for capacity and depth) Mannings Coeficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet d � � w � a 'e � z � A e z 15 n $. � a $ o c 8 g A a ° m ~ � � � E �°' 5� `m m N `S, � � 5 U` d � „ tE$ a J d U U U O O vi. h 3 � � r r lee o.09 D.7s o.osa o27 0.00 0.27 o.001D D.ozOo z.o D.ozoo 1.000D fi.ze r 1n I9 Ni a.7s. o.osa o.z] o.ao o.z7 o.00tp o.ozpo 20 p.ozoo. t0000 az9 2 3C 8.0 c°rtbmed fbw 0.5 0:07 0.162 3.T1 Eft p.o5 0.75 o.p3a o.1s o.op o.1s o.00tp o.OzaO 2.a p.ozoo t.000p 5.oa r�ht 0.05 0.7s 0038 0.1s 0.00 0.15 0.0010 0.0200 2.0 d.0200 1.0000 5.04 B 3C 6.0 canbbed fbw 0.3 008 0.124 2.86. Eft 0.04 O65 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.18s0. 4.39 rghl 0.03 0.65 0.020 O.pB 0.p0 0.08 0.0010 p.0200 2.0 0.0833 4.78s0 3.95 16 3C 6.0 cortbMetl flow 0.2 0.04 0.0H9 2.06 Eft 0.08 .65 212,120 0.039 0.18 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.00o0 s.12 right N. O65 0039 0.18 000 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.12 28 3C 8.0 cartbMed fbw 0.3 BOfi 0.128 2.92 En 0.06 p.65 0.039 O,tB 0.00 9.16 0.0010 p.ozoa 2.0 0.0200 1.0000 5.12 right O.W D.65 0.04fi O.tB 0,00 0,78 0.0010 00200 2.0 O.o200 1.0000 5.42 56 3C. 8.0 cortbhetl fbw 0.3 0,08 0.135 3.08 E% 0.09 0.85 0.059 023 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 rghl 0.09 p.85 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 898 S6B 3C 8.0 cart6bed fbw 0.5 0.07 0.147 3.38 Eft p.09 0]5 O.oBB- 0.27 0.00 0.27 OA010 p.0200 2.0 0.0200 1:0000 8.29 rght 0.12 0.75 0.090 0:36 0.00 0.3fi 0,0010 D.0200 2.0 0:0200 1.0000 7.00 70 3C 8.0 conb0ietl fbw 0.8 008 0.180 4.t2 E6 b.oa oas o.o3o o.t2 0.00 o_tz o.001D o.ozoo 2.0 o:bzoo 1.000o asa right 0.08 0]5 0.045 0.18 0.00 0.18 O.Oo10 Oo2oo 2.0 0.0200 1.0000 s.40 76 3C 8.0 cortbinetl fbw 0.3 0.06 0.124 2.85 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLEr SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n Is 0.013 Inlet Hydrology Curb and Gutter Inlet � L 6 - a C � n 4 q w �_ P � � 3 � � 3 J � m � � a " O � 4 � � P � � � w �' a � � ryry a 0 �cai 5 o d o h. h 3 6'i v3i r- t v m r E rc left 0.09 0]5 0.068 0.44 0.00 644 O.00tO 0.0200 20 O.o200 t.0000 7.54 right O.o9 o.7s o.o6e o.4a o.00 o.4a o.Dom o.020o za o.ozaa 1.000o z5a 2 3C 8.0 c°rtbmetl fbw 0.9 Oap 0.224 5.73 Etr a.os D:7s o.038 o.2a o.DD o24 o.00la o.DzoD z.o o.a2oo 1.0000. 6.os Yght O:Os 0.75 0.038 0.24 0.00 024 f1.0010 0.0200 20 0.0200 1.0000 8.05 6 3C 6.0 cortbEetl flow 0.5 0.06 0.172 7.94 left 0.04 0.65 0.02fi 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.2] Ft WI 0.03 O65 0020 0.13 0.00 0.73 00070 00200 20 0.0833 4.1650 4.73 18 3C 8.0 cambbetl flow 0.3 0.p6 0.123 2.82 Intl o.os ass o.oas o.2s o.00 ozs o.00m o.ozoo z.o o.ozo0 7.000o saa rghl 0.06 0.6s 0.039 0.2s 0.00 0.25 O.OmO 0.0200 2.0 0.0200 t.0000 8.14 28 3C 6.0 cortbmetl flow 0.5 0.08 0.176 4.04 Eft 0.06 0.65 0.039 0.25 000 025 OA010 0.0200 2.0 0.0200 70000 8.14 rah[ 0.07 O65 0.046 0.30 000 0.30 00070 002D0 2.0. 0.0200 10000 6.50 66 3C 6.0 c°rrtatetl fbw 0.5 0.09 0:186 428 Eft 0.09 065 0.059 0.38 0.00 0.38 O.Omo 0.02D0 2.0 O.b200 7.0000 7.15 rght 0.09 0.85 0.059 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0200 t.0000 7.15 560 3C 8.0 cortbmetl fbw 0.8 0.09 0.204 0.W left 0.09 0.75 0.088 0.44 ODO 0.44 0,0010 0.0200 2.0 0.0200 7.0000 7.54 right 0.72 0.7s 0.090 0.59 0.00 0,59 0.0070 0.0200 2.0 0.0200 7.0000 840 70 3C 9.0 cambbed fbw 1.0 0.11 0248 8.69 left D.Da o.75 0.030 0.20 0.00 020 00010 0.0200 2.0 0.0200 t.0000 5.58 right 0.06 0]5 0.0g5 0.29 0.00 0.29 0.0010 o.DzoD 2.0 0.0200 1.0000 8.48 76 3C 6.0 cortbmetl fbw 0.5 D.08 0.172 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 boo 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. 0 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 `^ Lo 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 .01 do I, F PROPOSED LANDSCAPING EASEMENT I I I I I I I I I I I I I I I I I I I 3 PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evel n' Hed a 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 Mountain' Sugar Maple 2.5" cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Carex stricta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10 Chionanthus vir inic& Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus f orida 'Appalachian Spring' 'Appalachian S rin ' Do wood 6-T ht. 132 Eutrochium dubium'Little Joe' 'Little Joe' P e Weed 1 gal. 21 Hamamelis virginiana Witch Hazel 6-T ht. 31 Ilex'Ma Nell' 'Mary Nell'Holly 4-5' 212 Ilex glabra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 151 Magnolia grandiflora'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellata 'Royal Star' 'Royal Star Magnolia 6-T ht. 10 Malus x'Prairifire' 'Prairiflre' Craba le 6-T ht. 48 M rica cerifera Southern Wax Myrtle 4-5' ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vir atum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acerifolia'Blood ood' 'Blood ood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-7' ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu'a x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 7 Ulmus americana 'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Viburnum x pragense Prague Viburnum 3 al. 10 Viburnum x rh ido h Iloides'Alle han ' 'Alle hen ' Viburnum 3 gal. * CLADRASTIS KENTUKEA AND ACER CAMPESTRE'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: NOTES: I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT 3. PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF I0'-0" FROM OVERHEAD UTILITY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer ca mpestre '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 6-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-T ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambarstyraciflua'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DD 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 9 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-7' 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 4-5' 10 520 7 Ulmus americana 'Princeton' 1 Princeton' Elm 3.5" cal. 1 5351 3745 TOTAL CANOPY 89123 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 �1O Total passive recreation = 74,900 sf or 1.7 acres v E U U N m E P'y N o E 0 waE � C) °-'� L z = V > N y U N N � C a o E .°� E a s � � U U '� U y �a a� 3 p 3 ON 0 aCc M W Z V v J > J J Z .III = O U vLU Z J L u 'n V / m J Q A LT y o -On Gf Z JESSICA S. PRIMM y Cert. No. 0406001256 10/12/2020 r, l ACV O.C'4PE ARC�08 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description I 11.13.2019 Counry/ARB Submittal 2 12.23.2019 Coun /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date Description 1 06.22.2020 County/ARB Submittal 1 08.182020 Counry/ARB Submittal 2 10.12.2020 Counry/ARB Submittal SCALE: 1 "=50'-0" SHEET NUMBER: L500 11 !e 0s `� �.►G.I� Qr V ��.1L�.� ®. ►P a.0s� a,.�►.®.®_0 ®C.� V �.��: �•_"Q, 0_Z �.q ►_�_�_��\► �.�.� i� .0.�.�.� �i \► �.o �iia7� �A