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SUB201900158 Plan - Revision Road Plan and Comps. 2020-10-28
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, PG421) 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 SITE THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS' RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WTH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADD177ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SCOTT R. LLINS 7 SPRING HILL VILLAGE U Lie. No. 035791 , o'K s oONALZo�01 'Al ROAD PLAN AMENDMENT y ^pN SUB201900158 N SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA RTz� a� g w I \ / i \ - - - - i \ UFFER AREA _ yy OPEN SPACE C - I _ r I m \ i 9r BLOCK CsE � 1 Inr Lor Lor wr j X - � " �RKM4 � % /� - r O019 ACRES)O POCKET PARK d3 ¢o C �' i �IpPFER AREt , ca wr I� \ �- AMENITY SPACE �r r j II ICI OPEN SPACE / i / I tm Ai .. •.J m, _ (0.09 ACRES) BLOCK G"\;I na 191 Lor LOT 1.47ACRES `\qR_�__ J 0.21 ACRES- f \ r N� QB 's Pn� PSCCKEI PARK#2 AMENITY SPACE 7v �r BL CK F \ gT T I /. �•�� �� /� � �1.].ACRE � L I OPEN SPACE '..�{/ 1` '' , wi sr Oi5 ; mi5 I1 Larr f., i (0.83 ACRE) � i/\ I 1 III i a _-� A OT r aax a, fi, - -- ----- - --- I wT L 7F�---J---1---�- � 1 II fifi / fi " T i BLOCK D� 416 ACRES I Loi iL _-__ __ _-__ _-_-__- ILA Lm I OP NSPACEN E ar (1.00 ACRES) fi L AMENITY SENFEYS PARK L PACE COMaT 'I Lm I OPEN SPACE E I I Lor vz OPEN SPACE L (0.02 ACRE S ii IQIO ACPE81 I l- / � _ IF- J - I - - - - - - Y ----------J 'h I 13 ACE O mI Lm Lor LOT LLm Lm LLor I ml mI Lm mr wT Tor m, Lm Lm Im / BLOCK A 9O 91 92 93 I 95 96 9T 98 ya 1W /I � � OPENS ACE i ar w E 0S6 ACRES (0:06 ACRES) I I - I' I � I POCKET PARK pl OPEN SPACE F AMEN mSPACE ACRES)) (0.63 ACRES Vie} �r __ I -- ---------- - - -_-P U.5-.3tT Zb- -- ' ---i - - - - -__ SC-OTiSVILLE ROAD -'-- -__ -- III I --.--_-- I \ j III � I j7 \\ \'•� \ � I j j III I I j � I STORMWA TER MANAGEMENT • AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE IMPERVIOUS AREAS: ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 oc. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (501- IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (RIW): 3.95 oc.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFSI7E EASEMENT. OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONSTRUCTION. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMARON. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THE FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY, PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN -*1- SITE PLAN 5 RT 20 ROAD IMPROVEMENTS 6 UTILITY PLAN -7- UTILITY T 8 GRADING & DRAINAGE PLAN 4& REAP NOTES o PETnu S 10A ROAD CROSS -SECTIONS 41- UTILITY nIRTES o DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 46- RRAP o WATERLINE INE PROFILES 47- RRAE) PROFILES 48- SANITARY SEWER PROFILES 49- SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS ROUTE 20 GROSS -SECTIONS 25 SIGHT DISTANCE PROFILES 26- SIG' IT RIST NGE PROFILES • � SIG' IT BIST NNE PROFILES -2& REF 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 L&2_ SITE ENV6W DARK o RREN PLANTING PLAN! GR MN ENTRANGE PARK - & PARK ANB BOG PART/ SITE PLANTING PLAN! ENTRANOE 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. Z o a U u ¢ � [ O H w ? t o In L u Z p Cd [ w 'G"'Uj CDN O O W N N W N z W J J_ mgwm�w in z LULU U) 78 r AN o W a � JOB NO. 182157 SCALE 1"=80' 1 a; I --\� -'am`EXI""TINE / 'I (, I\ PLAN SHEET (MATCHLINE A) LINE R/W SCAL \ E_So, Company - -- - �..�(.Y�� - za VaFenwr grovel 00 �' S ' ao\� POIN T-6A NAILA D�F I IPhone r - /, __�" Ear is "� E-"' ,_. \off Q�ha N388,416.519 -- -- - - - - - E 11481275.573 aIt U°'. i - I - - - rn ELEVA ION / ' Os9- - - N 0 1� 6A . / 1 _ "!1indAIL60X °--- - - - --- _I --_ r - �' �$ _ d = _ O ( / E c.&Pnyae - O II / -�- -- --I__- -os9------ �O _ - ,L 16 "L`' _ oc �___ _eo 0 1 "a o _i_ I ' / I / Ple - - -- - I , , a a I. p a - _-+------ O XJi I --- - TMP 90H ti0 d r _ Lic. 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D.B. 1571 P. 245,246 PLAT (/ -1-_�_ - - - \ A� - - - �\ ` \\ \ D.B. 288 P. 347 COMM OF VA �� - _ °w r/ ` AV ` ` D.B. 279 P. 483-PLAT \zoll RURAL - __ 1 \ - — - - - - - - TMP 90H 1 ' _ ' I \ �jp \y6' -- I � �� �-9cs- I DUAN E. I --" -� - __ "^ - EMS NOW W Q 5 � .. 9� `. _ - - / I D.B. 702 P 792 ENA � ND RO sro - TMP 9 -27C b" y _ - v -- --_ - ,- p E .. ,- 'I--_� TMP90H-14 I D.B.s57P.z3aPLAT, \ MINTER ES T. OR - / ____—__ ZONE: LIGHT INDUSTRIAL ---- A. _ I __ n — — -- TMP 90H-13' , " - - --- - - _ - \ D.B. 1149.P.-133- I -- — -- _ --r— --- --- ---— ---- ----- " - ------------ -- - - D.B;629P.616PLAT /' us II /�- -- '\ � \ ��'� o o 2 Z '� /' - -- - ,'-5°0 TMP 90H 64 \ \ Y \_ - ' -- D.B. 554 P. PLAT I ,� '- I \ v9 � x '...L- /' _ - ------ y \ 0 2 0o m TMR90H-12,' - - ---- --� ONE: RI RESIDENTIAL / I / - �`> m 00 ro [^' ' - _ 7` \ / / - _ - --. - -- ----__ I - y p / - --- - " �v 90H a ` \ - TM I - ----- -- v� - 0 - --- -- - -_ --_ - --- ,' - — z - - - H I _ y"- �P9 0- -- TMP 90-27B" - ,",' / / STEV£N W. AND BETTY---TMP 9OH-66 - _ \ _TM / _,' ----- -- _ C. JOHNSSON. ' 90P-90kI-J -- --- --- ,' / D.B Dz6, 715 - _-_- — TMP 90H 9 - D.Bw 629 P. 616 PLAT _ — -- �V y/ TMP" 90H^101 90FfA TD - _ / V I ZONE: RI RESIDENTIAL ------ --.. - - / - TMP 9OH-8' I _ _ T�,oblle home •' 90H K, & 90#1�1 TO 90H-1DO - �1 / TMP-90H-67 o EXISTING MOBILE i STANLEY MARTIN COMPANIES LLC - - '---- --ss _- i/ i/ ,'-------------- --_- --- --- --- \ _ - ; _ -- /s_ ��_ D B, 5382, P. 138 TMP 9OH-7 \ � 0ss\ '; �- ,'--_ - ----- /- EXISTING - HOME TO j DB. 4571,P. 421 �- __"" TREELINE(TYP.) �- - _- REMOVED D.B.,205 P. 22 PLAT z y -� I•. - TMP 90H_75- i TMP 90-35V _ H.W_P.B.1, P. 85 PLAT ` o TMP 9OH-68 --- I r. H.W.P.B.4, P 146 PLAT _ _ TMP 90H- s. S i ./ - RONAYNE, LLC m ° ZONE: �, _." �v I O7 / - D.B. 4719 P. 402 EXISTING OVERHEAD D.B. 4473 P. 48 PLAT i � . D.B. 440 P. 198 PLAT / _ _ / - ---- ----- ----T(VjP"90H-74 EXISTING SHEDS POWERLINE AND POLES TMP196H-5 I / I' TO BE REMOVED TO BE D `y ,' / ZONE. LIGHT INDUSTRIAL _ I TMP 90H-69 — — — — / _ I REMOVE I ,/ - -- ---- -- j ' TMP _9_ON-4� � • I �, / _ TMP 90Hi73 as'x84' 3&xS5` snd Mle- TMP _9_0H_-_ 3 `d, 37 TMP end el ' - gr _ I --- �_ os__ } _ �/ w/9uY- 540 ale TMP90H2 �I + TM'P"9OH-72 I / ' ' TMP 90H - - - I _71 � MP 90H 1 TMP - 7A _ LE AND / - -------- - ivip 90H-E MINNI LE BEST�� Lry_ I 1 - _ _ _ _ -' ` 1776v __ L$ SATE-, I / - _ Fmme&Rck - - - -- D.B. 28 .453 I a "- -09s _ - -- - - - `,ode. _ EXISTING STRUCTURE TO BE REMOVED ` D. 0 .264 I _ - EXISTING STRUCTURE � _ --- I T LOT IP --___oss --- - _ TO BE REMOVED --- I I - � - � LOT 1A -� __ __- , " � EXISTING GRAVEL I Z N R1 I I � T P 0-26 I RES D INITIAL I Rd ER SC44 P. 46ANTZ - - _I - - - _ - DRIVEWAY TO BE y --- STE E L AND -_, —; ,D,B. 12a4 P. 481 , I -�- ;REMOVED Ssti N PLED _ '7 D.B. 829 P. 616 PLAT co -'I =i -'I _ . �. _#L-H`� -I ,�-, +-_bss_ - -,..{ F Y-�-I✓ y \ / - _ � -'_ M -ram '_K B. 1 7 P. 318 > D.B` 530 P. 164, PLAT _ '- D.B.1 58 P. 88,590P 'I \ZONE: R1 RESIDENTIAL V -0\ -0 _0 _ -0 _ -D -D 0 - _-0 I- 0__ I -0 -0-�--0 I"_13- - \ \ ZON 1 ESIDENTI �/ (Dx oo 2 " ) r0 O-' O co eD ( --o x y - --- -EXISTING TING UTILITY POLES v =O N- A - �- -- 1 0EXISTING' - \ / II R ,, w " au T � o W o _ -,--- 1 _0 � � r - SLOP(TYP.) EA EMENT SANITARY EWER I GJ o _ ___ Io REMAIN A.. cn ---- CO p SLOPES(TYP.) 53 7 I\ r _ -I_ _ I-- _ o _ i D. z8, PG. 06 I vOH. �� - M H III - EXISTING VAR WIDTH PUBLIC GRAPHIC LE - B. . sso GRAVEL R V oy `,I MON. c -'.NOTOVERHEAD _ ____ - - /" 1' \ O PU �7CH / s T P 90 -10 __--_-._-__ � _ -DRAINAGE EASEMENT I 0—, sass <dELM gSPHA gpraxlmolel EXISTING RELOCATE TING VERHE D LINE TO BE J IMP - ` J L 5ro LIMITS F PAVEMENT o - o - _ _ _ D.B. 5328, FIG. 7o6 I so o 25. 50 100 zoo DRIVE 1%,"s - E: EXISTING ---- DUNDERGROUNDANDTHE EXISTINGUTILITYPOLES REPLACEMENT/ D 5ss.z4 "EXISTING DRAINAGE _ s oNEoery _ DRIVE va Public Servicesmt. ROADSIDE DITCH ASSOCIATED POLES WILL BE REMOVED off' TO BE REMOVED --- PAVEMENT OVERLAY FOR ---- - " " �' g{ -- gp _ BENCH MARK IS 1 INV IN±DE14_- o.e.zzl P.3o ___�___' _I_-' 1 - -___- , SOUTHBOUND LANE - STRUCTURE TO BE _ P,, COMM. �j RCUSE-IRINEL CIS FULL OF DEBRIS - --- _ \ —=-- -oHe Derv—' / Poled I EXISTINGEDGEOF -- - - - - --- - ___ - 25'BSL _--7REMOVED �- FSeruv6u USENSIRISE I ( IN FEET ) -- --\�-- 15"CMP _ ___ _ PAVEMENT ;--------------- _--- ---_ _ - ---_ 882993340 ---1-- - ---- EeTE _ _ _ _ _g ''. _ - IS G 1 nclT = 50 fL. _ -�.`-—�__�__� --___ Foie ale �- `� -- - i ---- Pole ,------- - Y---- �.- ^ ----c - -----� ------ - ---- -- -- Peaae- --- -- --- -- ---- ---- ` sec&Pno e------- < <1 -- - SI EXISTING CURBING \ 1NVIN_ 2rtons- I_ - - - ._ Eec ane €..vP - E EVATI3N 527. sse.w- -- - _ -_ _ J _ — _— --- - - r E EVATION 527. 'TO BE REMOVED Ui 5_5328 �e1.1 wz � ' W o r \ \ . UTILITY 46 _ _ lue - --- `D 15"CM o - -- " � _ __( .�/ '/ \ ` POLES TO TALI otoNrgyni Z Ln LU - _____ FULL O 5 _ ��-.� `-__ _ - BI6No \ w' n , - _-.> , su DEBRIS _ REMOVED _ _ _ _ MAILBOX _ r �-_--_ ____ - - •. i _ „-__ __ � �� � __ \-�� -_____ ��.: ---- ,-- � I� ' ,.. � / _,_ EXISTING -_ a` � _ U v1 / _ - _ - -___ UTILITY F =' INV IN i \ / ` ;, -- - -PO _ ` _ 2.58 - -`_ - __ - _ __ LE TO_REMAIN t _ LU osl/oery 6 552. 7 \\ MAILB�X o 0 0 ---- / _ _ -„ > U.S. RT 20 (S0') SCOTTSVILLE ROAD (55 MPH) -- ] To _ _ - -- - - _ _ _-- -- _ m SIG _ _ _ / - _ _ _-- _ I _ _ __ _ �RaLF - - - _ —��,- U1 <_ - _ _ _ _ _ J o MAILS X < __ 1 - = Tnr Lnw-r ('WT': _ _ - - _ _ _ �---`— 1V OUT. '� F<< `�__i / ,�(n MAILBOX 1a" / _ - o`_ _ _ 1 - _ - JLL OF L}EBRIS mm �� r i - - - -- - - _ ---- _ - -� INV OUT 55 9 r 7�-- _-.m _ _ --- - -_ - _-_ ivIA1L80 FULL OF RIS TIMBER os¢ c-- � _..> _ GN BOX _ - WALL �I - s„o Palen / _ _ _ _ tea" I o R1 oH'a,r�.. - .. oNroNry -- -_-_ _ _. - ------------- -_ m - .- Ph fI€ ' L IN . DT iv1AILBQ� _ _ __ ___________ �I _ So _ o,Z¢ r _— _-�__—._._ ___�$� - '.i0 'C P> i732 __ - __ MAILBOX- ' I T P90-2 E , ''o9 ". - \ otI VDH N roxlmate ---------- -- /.' - ----_"�-..i. — - -- - --- -_. _ - - - - - - - --- . \ A rox. 10 VEPCO Esmt. VDH. / E DIE LEE D ( I II MON. VP PubPic Service Esmt. , , --_—,--.___ EXISTING DRAINAGE -- MI LEE B ST - \ , I D. B.221 P.305 w S/ D B.462 P.116 MON- - _ _ _ _ _ 1 D / _ _I m ti - - ' EXISTING LANES `., \ D.B.288 P.80 EXISTING DRAINAGE STRUCTURE TO BE I LIFE STA E I P 90-21 I I S TO REMAIN \ _ v ,\, LIMITS OF PAVEMENT STRUCTURES AND T-MP JO"21 H - -- REMOVED - - - - - JERRY LEE AND m9 T 90-21 F - .� \ TMP 90-21 H I - - - - I- - - - -- __ D.B. 3716 P. 243 INaI I STE HEN B. HE RY \TMP 90-19 \ DOROTHY B. HUNT D.B.3289 P 66, 71 PLAT I� �' _ WI BU R.ANDEV i _ �` REPLACEMENT FOR _ \ CULVERTS TO BE-,scenas' ' D.B. 325 P. 367 PLAT I DE "�"o, D. 2816 P. 7 �' JULIAN P. BATTEN, JRI Q y=qp ,\ -T3 ZONE: RURAL .B..3767 P. 332 D.B. 3 6, 3 PLAT I IFFLETT " ` S \ \ NEW DRAINAGE PIPE REMOVED D B 1717 P 31 I oz��. �\ -- - - -- - ----- D.B. 3289 P. 68, 71 PLAT i -�_ _ _sza-' sza I D.B 325 P. 367 PLA I 1 D.B. 19. P..718,720 P T I 3 D.B. 1717 P. 33 / I-'--Q.B, 1717 P. 31 Q s Nmpo CROSSING o \ \ - _ �'No- -- i I a I ZONE' L �'w,� \ _ D.B. 1350 P. 226,227 PLAT vo - I y - NE: RURAL I I D.B. 1350 P. 226, 227 PLAT i D.B. 1350 P. 226, 227 PLAT - - \ my>�{o \ m \ _ volrn- - - - - - - - �- - / I o ZONE:RURAE ZONE:RURAL ..��, / ZONE: RURAL 1 a \ - Cn ti M C'M M cN} V M w J J I w L9 z� U W I w RM, z LLJ NW U) AM z uj uj z Ln /Q z LL O 0 p OO LL n LU z (D Q X IJ w _J H� 2 z I..L V / W a In JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 2 I'KVYV�tU A�YHHLI VAIHVVHY "-' -�--'- •'-----"-� 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 ti I OT LOT OT OT 11 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 o 11'° ^ 18 1 Y I 1 LOT I m PLANTING STRIP \ o LOT p1- ,I 2 1,571 1978 52 1128 1310 LQT 6 55 M OCHL E -SEE HET 51 0 50 N 0 I ° 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 ,rich = so f1'. 5 2,700 1,366 55 3,326 2,686 m I y9' 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)-�E�NSTOPtlfl N I I d 10 27 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 - - ZZ; z z2 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,- -z6 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+50 512'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-2(TYP) i goo PUBLIC ' . o01 d o h 4 4z z r - - - - - - - J 17 1,770 1,030 67 3,854 2,688 y1` 00 ° ro STREET SIGN (TYP} 9 J . • LOT : + i - 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 LOT MAINTENANCE EASEMENT I 8, $ rig - - -8 n, I a p - �'� 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 c 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 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 �--n �� 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 - ,�� x° o a F 3 L } NOTE: RETAINING WALLS SHALL - - - - 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' W REQUIRE BUILDING PERMITS z -i II 3 9z :a� (/ / ,' SEE DETAIL, SHEET 1o. LOT LQT 82 8 ° NI LQT "� J �..� O ¢ [ 28 3,728 1,823 78 3,627 2,984 LOT ti 3 I } � ry J ° H 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 , I 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 �• ]y -- 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 (TYP) 7 66 N FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 32 1,852 1,409 82 3,377 2,736 LOT 10 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 $ 6' 32' _ 3� - n 66' TRANSITION FROM ROLL -FACE S ^� �/I 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 ���0 - - _ _ - % II �$ LOT ry a 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 N c 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 _-_ II , �' LOT 68 N SIGN (TYP) o v u, o ,+ N 1 I 41 1,790 1,350 91 1,288 968 SWM FACILITY _ Ii� g � I � � ,, ,- '/ I_ -i .... SIGHTDISTANCE=17o' VAR WIDTH LANDSCAPE la 42 2,251 1,59 92 1,288 968 ti I rv, -__.-'-°-`-. _/ III lz 68' AND MAINTENANCE EASEMENT '" i' i ' - - - - n o LOT9�y m io PROPOSED GUARDRAIL 43 2,508 1,601 93 1,612 1,212 LOT 6PROPOSEDS' aB. 8z P8-1 2 ' CONC ETE SIDEWALK S' 83 3 9 1 i ' PROPOSED 5',o IILn L N N 44 1875 14434 94 95 2,178 1,337 I ] ry I S70 Sic e \\ _ y «i CONCRETE SIDEWALK,--l0 70 Y 30 w nm 6 - I F T q PROPOSED SEGMENTED RETAINING WALL Ft nI LOT V 0 46 1,869 1,428 96 1,618 1,217 I .I cK w/ HANDRAILS - SEE GRADING SHEETS FOR $ +I ¢, N + ROLL -FACE CURBING I PC: 11+64 57 rvl 7 - FINAL WALL HEIGHTS AND DIMENSIONS TYP. %j � I _ Q0 ° r r ----- _ I - - 1 - - - - - - ( ) PLANTING ST 6'I ] L ~ '"I FOR DRIVEWAY ACCESS --0 - 47 2,474 1,573 97 1,296 974 _ _ _ _ _ _ PROPOSED VAR. WIDTH T 48 2,383 1,494 98 1,297 975 w�- - - -ram ANDSCAPING AND RIP / LL --- ---97' - V p I MAINTENANCE EASEMENT /I LOT 71 Q 49 1,798 1,358 99 1,623 1,226 O I - - - - _ _ _ W l I w PROPOSED 50 1,805 1,365 100 2,117 1,325 1 m PROPOSED CG-9B ENTRANCE (TYP.)I N 1 °v11 LOT m B OC K D _ _„ % „ 6 CG-z (TYP) w1 �z I � � ..„-------.-. . . / I I _ L to ry I L9 Bo v SEE DETAIL, SHEET 10. " I .16 AC o 1 l71 68T /z E/p 97' z l o l o �` ---- 7z�-- ---- WALL MAINTENANCE EASEMENT ^'Z E 75 ----------- DB. 8z PG.181 z NOTE. RETAINING WALLS SHALL OPEN z k of ry 53 3 9 TMP 90-27B yc F/c - 4z = + ~ STEVEN W. AND BETTY C. JOHNSON i o 97 b 4 74 ml N (1.00 ACRES) uI O NM 5 F M D.B. 1026 P. 715 NOTE: SPEED LIMIT SIGNS WILL BE Q m C7 D.B. 629 P. 616 PLAT j ry Z Q1 R/W R/W F M r C> I L N }-------____ O� v ul REQUIRE BUILDING PERMITS I LOT o ry - ¢ rvl LOT Y wi TRANSITION FROM ROLL -FACE - N Z _ M ¢l LOT m, - -- F ry ° 97' 1^I CURBING TO CG-6 CURB AT 69 F REQUIRED TO BE INSTALLED UPON 7' �O 74' w NOTE: SEE FINAL SITE PLAN FOR DETAIL j o '= ° rv, -- SIGHT ,� LOT DRAINAGE INLET IN THIS LOCATION w m ry w1 REVIEW DURING CONSTRUCTION DISTANCE EASEMENT /I I I I1 at- + M OF LANDSCAPING/FENCE BUFFER AREA Z �I I BY VDOT TRAFFIC ENGINEERING I ((TYP. 4 7 (6' MIN. TRANSITION LENGTH) M B.5382, PG.138 lgz O o • P 97 - LOT , 1 18 33 45 LOT 7s' r EIA EI I N IO wl v PROPOSED o inl 73 m FCG-6 (TYP) m o ri. s L N 1 O LOT I PROPOSED LOCATION OF MAILBOX KIOSK + 1 3 _: SEE SHEET io ]O m - 7 ( I �o CURB ENTRANCOE DETAIL OP i W m ry I 98 FOR CENTRAL MAILBOX LOCATION I / 6' + N NO PARKING " of LOT N 5 _ _ - - - - - - - I STREET LOT PROPOSED 6' PROPOSED SIGN (TYP) I Q ry 2 1 N I - - - - - CONCRETE SIDEWALK h Q - - - - - - - 97 SIGN (TYP) 72 NO PARKING CG-1z (TYP.) L SIGN (TYP) q �� TRANSITION FROM CG-6 CURB > Q + PROPOSED STREET �� 79' I- I STOP 0 a I� TO ROLL -FACE CURBING 5' LANDSCAPING I I LOT SIGN (TYP) CONCRETE SIDEWALK POSED S' CG-6 (TYP) SPEED LIMIT SIG SIGN (TYP) LOT � I Lu AND MAINTENANCE EASEMENT a rn - •r 1 J w 1' ' °I m m PCC a8+ L J DB.5382, PG.i38-192 I ] IMITS OF PUBLIC ROAD R o 4 82 g - PROPOSED d014 [W 7 - OPEN SPACE G (0.10 ACRES) I I I PROPOSED VDOT STD. BARRICADE i i I 6' WIDTH LANDSCAPING I AND MAINTENANCE EASEMENT DB.5382, PG.138-192 I PROPOSED CG-9A ENTRANCE (T SEE DETAIL, SHEET I CONCR 6' WIDTH LANDSCAPING � AND MAINTENANCE EASEMENT DB._, PG._ I I TMP 90-27 LOT 1A 0 It PT:i4+82.50- -BS --- ° mome�, Q N a STOP OPEN SPACE E° W ZQ SIGN (TYP.) 0.02 ACRES) " � ^o SPEED LIMIT SIGN F0 -� / 1 a o of 1lt+So 015+00 0_ 15+So Q o- v nw B RWYN LANE � O �- 600'R n d ROPOSED GUARDRAIL 300' Lu VAR. WIDTH PRIVATE 5 REET EASEMINT NO PARKING Q z SIGN (TYP) _ O G •al o C; �9 l- _ L u a ry z R 9 IMITS OF PUBLIC ROAD R/W w _ _ _ _ _ _ _ _ _ PROPOSED 6' ~ PROPOSED STREET CONCRETE SIDEWALK NOTE: SEE FINAL SITE PLAN FOR DETAIL OF D J / SIGN (TYP) CG-6(TYP) -- ------ --I LANDSCAPING IN OPEN SPACE/BUFFER AREAS W J I E7 � . • � ILn 654 oP %PROPOSED PROPOSED10'LANDSCAPING III - F o EXTEND CIS CURB THROUGH * CG-iz (TYP.) AND MAINTENANCE EASEMENT ° NOTE: SPRING HILL HOA SHALL MAINTAIN NTERSECTION AND TIE-IN L.I SIGHT WITH EXISTING PAVEMENT F ry DISTANCE EASEMENT BLOCK A THE 8' ASPHALT SHARED USE PATH AS - - A-411 J 7C DB.5382, PG.138-i9z 0.56 AC PART OFTHE LANDSCAPING PERMIT J R 7W CONCRETE SIDEWALK ROPOSED 5' PROPOSED 10' LANDSCAPING I U) I-_ AND MAINTENANCE EASEMENT I ROGER SCHICKEDANTZ - 6' LANDSCAPING • ". SPEED LIMIT SIGN D.B. 1244 P. 461 I n AND MAINTENANCE EASEMENT 6' WIDTH LANDSCAPING NOTE: SEE FINAL SITE PLAN FOR DETAIL PROPOSED 6' 16` TRANSITION PROPOSED 1o' PUBLIC OPEN SPACE A \ 16' ANSITION FROM TIE-IN CG-7 CURB TO EXISTING LLI D.B. 629 P. 616 PLAT , - DB. 8z PG.1 8d z OPEN SPACE F AND MAINTENANCE EASEMENT PLANTING STRIP o I CG-7 CURB TO CG-6 CURB ACCESS EASEMENT (0.06 ACRES) CURB - MATCH EXISTING GRADE D.B. 530 P. 164 PLAT _ - DB.� PG. _OF LANDSCAPING/FENCE BUFFER AREA > PROPOSED 10' PUBLIC -- - - PROPOSED + 1 PROPOSED ACCESS EASEMENT (0.63 ACRES) \ n I I STREETSIGN(TYP)__ _ ROPOSEDPUBLIC ROAD RIW PROPOSED L _ - - - - - - - - - - - _ CG-6(TYP) - ----------------I BENCH MARK IS I SWM FACILITY -- - - =- - - - - \ TRANSITION PROPOSED PROPOSED8'ASPHALT CG-7(TYP) PROPOSED HARL TTESV LE GI _ 3( ) NSITION FROM oo \ CG- TYP C O IL S K $ - - - - - - - I- CG-1z (TYP.)- _ SHARED USE PATH ROUSE SIRINE \ _ CG-7 CURB TO CG-6 CURB i m - - - - - - STATION 105 O 1.35 AC PROPOSED STOP SIGN (TYP.) PT: zo+86.8g �j _ - - - - - - - - _ _ -� - -PROPOSED N 3882993.340 CD - _ PLANTING STRIP \ " CURB CUT E - - - - - - - -------- - - - - -- -------- ELEVATION 527.7±ADATRUNCATED N DOME SURFACE (TYP.) C3 i///r////iiiiiiia�iirio%l//ll///l///////OU//// ///O/////1//%I//O/l/lI//f////l//1�//%1%�//1/O//�////%l//�l //��l/l/1l/1�11 /1/l!/1/�Q/l/��//�/�/�% -1 PROPOSED PROPOSED8'ASPHALT - -� - u SHARED USE PATH ----- zo ° _, o - - - - - ________ � _____________ NOTE SEE SHEET FOR DESIGN ------------------------------ PROPOSED1o'PUBLIC PROPOSED :. N _ - - G-7(TYP ___ 5 ----------------- SIGHTDISTANCE=665' CLEARZONE - CG-1z(TYP.) PROPOSED--_ OF THE ROUTEzoIMPROVEMENTS 55� C ) --------- ACCESS EASEMENT CLEARZONE - CG 1z(TYP.) --- ------ 86' --- ---- a -- - - - - - - 16 9' ~ - TYP) ED 10+50 0 11+00 w 11+So LL SIGHTDISTA-NZE=Zz�- + 1z+00 12+50 5 13 00- - - 13+50 R 1!}+0 _ - - - -o+-L+ - N o i ry v ' - i - - -1 - 1- - IN BERWYN LANE - STOP _ W LL VAR. WIDTH ATE EASEMENT SIGN(TYPJ _ _ 16 zo'_ 21 _ z7'" 26' 16' 6 - 20' 26' 26' 20' y 26' 16' 20' z6 .a7 - - I -- YP.) -. _3.& _. - ETBAC -..- PROPOSED -- _ �3 z 16' I 16' OD z - �3 NO PARKIN (TYP:) 1o. CG-1z (TYP.) (TYP:) N I (TYP-) TYP.) SIGN (TYP) PROPOSFr ED 5' ETE SIDEWALK- J L J L -1 1 L J L - J r _ J _� L_ _1 J CONCRETE L - PROPOSED 5' SIDE WALK PROPOSED CG-9A �II (TYP.) SEE DETAIL _ -1 h L - JSPEEDLIMITSIGN. ENTRANCE , SHEET1o. rl n n h n ^ �^ H F^ ¢ s LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT Lu LOT LOT LOT LOT LOT LOT 84 85 86 8] 88 89 90 91 92 93 94 I o 9S 96 8 97 9 99 100 -_ - --- - - -- - _-_ - yVALLMAIN_ENANCEEASE_MENT z��.1 z - N I 16' 16' zo' 2p w I / __ PROPOSED PROPOSED o Lu m NOTE: SPRING HILL HOA SHALL MAINTAIN CG-7 (TYP) _ CG-12 (TYP.) i __ -- ------------ ---- - 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 _ -'- -----_ SCALE MAILS X CONCRETE MEDIAN ~ CONCRETE ----- 1" - 30' SIGN ❑ SHEET NO. W NOTE: SEE SHEET 5 FOR DESIGN MAILBOX MAILBOX - - - - - - - = OFTHE ROUTE zo IMPROVEMENTS INV IN, ni nl - ❑ MAILBOX 3 Li TMP ;14 90-27 LOT 1A. ` I= ' - - I - -- / ROGER SCHICKEDANTZ _ � -� = -SCOTT R. LINS7 Sso D.B. 1244 P. 46 52 U Lic. No. 035791 - -- ---- I Dip.629 P.61T PLAT ! _ic - 54 °p 10/27/204 \ \ _ \ -- 560 - - D.B. 530 P. PLAT �^i - -- °� \ _ - --- _ � � SIO NAL E�Gl Pole ole I — � I o \ ---- -- '- \ \ \� - - - SSo i PROPOSED 8' 5�6 _ SIGN o \ - ❑ __ \ \ -- f _ _ \ - \ \ � - - �- - - - - - ._s; - -- - - - - - - - - - ASPHALT PATHWAY- - - - - - - r r - _ -MAILBOX - _ _ _ _ _ - _ --- - --- ------ - ----- -----\ o //7//i///// //lU //l////%f/I///l//1/////1//1l///�//// _ ---� j\\- - 5° / /%// 0 0 _ --� - - - - - - - - - - - - - _ ao+00 �. /5---- -- za--� �-�-- - - �- --- .---- ---- - --- I \ \ I - 11+00__-___---- ------ --- -� _ -\ CLEA_R70N \gym- \--- ° \ --. z z Pole \- - ° \ c \ \ - -� \ / 1 \ \ MAILBOX .c- =----= / _--SIGkT-DISTArTCE_66�;J --------- -. \ \ TMP 90-21G L _❑❑ / \ - - - - — - -\ z i oo - I THE RECTOR AND VISITORS- co _— � -� 14+0o z z OF THE UNIVERSITY OF VIRGINIA D.B. P. 279 - - - \ MAILBOX / 1g+oo h` / EXISTING EDGE Z In In B X1 HWPB XI P. 75 _ - \ ° SIGN ❑ 1 / z p J In In -�-- MAILBOX ----- MAILB XI - OF PAVEMENT — - _ - O a 0 0 I— / i/ - _� - _ _ a a • ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION - % I - o - - _ \ EXISTING EDGTE_ - _ \ - 55 OFPAVEMENT 0 U� -- Q - -_ �• u w z m p _I F- z � z D.B. 5388, PG. 742 _ ¢_ • DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED I _ - - - - - _ _ _ _ _ _h'' - - > In > z w � w � I TMP 0-21E TM \ '-" ¢ ¢ OF DEDICATION- D.B.538z,PG. 138-178 PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT LOT EDDI )LEE AND ((90))-21D I I I \ W w °C z z • I MINN E LEE BEST LI JE RYLEEAND g g DEED OF DEDICATION - D.B. 538z, PG. 644-648 E ESTATE D B. 716 P. 243 D BORAH B. BE T TM 90-218 • PUBLIC STORMWATER MANAGEMENT MAINTENANCE I D.6.32 I D. .3767 P.332 D-B• g— I O 0 AND ACCESS EASEMENT DEED OF DEDICATION -D.B. .367PLA I LAT I ST I D.B HIE NB.HENR - I TMP91-19 TMP 9 -21F JULIAN P. BATTEN, JR. 2816 P. 287 Q 0 Q 0 5283, PG. 6 6 54- 59 • PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION I D.B / 338 P. 36, 37 LAT LOT ) D.B. 1717 P. 33 WIL R R. AND - D.B. 1350 I O O - D.B. 5382, PG 674-68o / I i I P. 226, 227 PLAT ED BA . SHIFFLETT I\ - In In / .1 34 P.718,720 T \ z z - _ / / � EXTEND CG- CUR THROUGH INTERSECTION u1 w In w - --_ -- I G-6 CURB (TYP.) , / / / -) AND TIE-IN WITH E EXISTING PAVEMENT c CG 6 CURB (TYP. - - - - _ - -- - _ -- - - 16E AIS Dt�[y - - I gfS�E TRANSITION FROM CG-7 CURB TO CG-6 CURB 3 1 - - - - - - - - I GRAPHIC SC E - - - zz 30 o u sa so zo 54$ -'' I1 �49 m \ \ '-' - _ ' '• •-. e•. - ... '- -PROPSTREEOSED _ ... •- •;. A. 10 l '" 9 108 I i i z'R \ - - -- H o p ,YN w ' -Il CG-3 CURB (TYP.) \ TIE-IN CG-7 CURB \ N f' w N o C3 �� [ o oD" ROPOSED PROPOSED 8' P o - - TO EXISTING CURB- 3o 1 Inch = ft. MATCH EXISTING GRADE o + o I - CG-12 (TYP.) ASPHALT PATHWAY L CURB UT _ C - N \ - - -- EMERGENCYBYPA55 _� -- N I j - T -- -- ------------- -- -i -RIPRAPOUTFALL BENCH MARK IS .; .,or' .w - - _ a6' /\ �HARLOTTESVILLE GIS 5L.\ - O PROPOSED - - _ PLANTING S IP \� - - . _ _ _ - _536- - - - /. 112 - ROUSE-SIRLNE it SZ�TION 105 \ \ Q 66 5 w �Gti \ \ PROPOSED - - _ - - - - 106 -- - - - - �4 DRIV - \ N 388 340 \ pjtlVE ( \ -E 11482234' M& - - - nH - - - - - - - - 95 STOP SIGN _ _ IiAISLE 75 IN - � ELEVATION 527.7P- � - - �. \� _ 534 �_ I' i —I- \, - \ M \ - _ z°'- _ -- __ — N _ - ---- ---- N - yam\ r \ - G-7CURB (TYl \ \ _� - >- o ' - - )ems \ �'\ C7 _ V -_ LEARZONE - — _ 5 16 - - - - 7�R's CG CURB (TYP.) _ PROPOSED - - - N_•ae - - � Z w 8' `7 8 i ?, - - - _ - s�o �zQ __ - CG-12 (TYP.), gl\ g � - 1g4 = o--_ _ -. _,\ \ / S26\- \ � N w 1 +00 N z 50' TAPER $ �' \� I I - - - - J w - -- _ _ _ \ - - 1y' / \ .R F ¢ -co _ — _ 10 I 17+00 18+oo ry _ ¢ 101 H J -- ix zoo' TZTRN L - 1g+oo AN / �E PER -_- v _ - _528�- - / N z - -I 16+°°, .Nx¢ "� // U.S. RT 20 SCOTTSVILLE ROAD 55 MPH 1 � _ I ,__�/�\\ iHTDIST - r _ _ _ - _ '- -- — _�, - - = --530 �J PROPOSED HWP$.1'G.354 80' R/W _. yl x a'"`�=665' zo+oo ----- - - — -- _szy_ — `-�,` -- ---__ - -- - - - -- - ��3 v_ - — - - - �HEOHr =-� °Hry o i °SIGN_ - CG-1z (TYP) _ - - —_ - - - _ �MAILBO CG 3 CURB (TYP.)- - - -- - - -MAILBOX - -- --- , , �► APER - -- - - - - - - - " ` - ' C� N z uj LIMITS OF MILL & OVERLAY_ = _ \ / Ph�rleo / SEE DETAIL, SHEET ao - _ - - \ _W r _ ( - - - - - - -- -MAILBOX_ - - - _ - -- - - - - - 21+0 -__ 1 _ _ - - �. = PROPOSED MS-1 l o PROPOSED MSa CONCRETE - --2z+ _ - Lu —OD Q - - - - - - -� - - - -0_ — 3,o' - - I --- - oo---___ - - - - �_�� > Q \ VDH. CONCRETE - - - - - - - -�- - - _ - - MEDIAN (TYP.) - - _ _ _ _ a - - -- - _ - Lu \ MOM. MEDIAN (TYP.) VDH. PROPOSED NEW TURN LANE MOM. - - - - - - -- --� - - - --- �/� \ sz0_ I-23+00--_-- w z z m \ LIMITS OF MILL &OVERLAY SEE DETAIL, SHEET 10 - - - LIMITS OF MILL & OVERLAY - -�, -sue _ '- - - - ' - .�. SEE DETAIL, T 10 EXISTING EDGE OF PAVEMENT - - - - Lu - - Z - i J Q J W _ - " - - - > TMP 90-21H DOROTHY \ TMP 90-21 H DOROTHY B. �' 520, __ I U� W B. HUNT D.B. 3289 P. 68, 71 PLAT D.B. 1350 P. 31 HUNT D.B. 3289 P. 68, 71 PLAT D.B. - _ --___ I I� � Q \ 520 - O - -_ - _ - - _ Q - — _ 520 - L.I Q D.B. 1350 P. \ \ 1350 P. 31 = 226, 227 PLAT I D.B. 1350 P. 226, 227 PLAT \ H \ Z / Q W _ - 2016 ROAD & BRIDGE STANDARDS 2D16 ROAD & BRIDGE STANDARDS --- - — ` -- -- '� > \ O W `c-' cG 7 NOTES: — — ¢ - -- _ - �> - I TMP 90-35P (D O qn ,. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT F CAST IN PLACE, --- -- - W - - � - 530 _ \ _ - , - _ _- I '\ \ I BETTY LEE PROPERTIES, LLC 9 P 2 ' D.B. 4195 P. w Q 4000 PSI IF PRECAST. _-- `-- -_-_ '�-� ,� 18 - D 3.00 MBINATION CDRB L CUTTER HAVNG A RAIUS FEET OR LESS fALOMO FACE a CURB) SNAIL ff PAID FOR AS RADIAL COMBINATION E CURB L -� `-� ' - --c = _ _- DO - i " �,- - \ \ _ x �" ) J \ \ \ \ \ `- -- -- D.B. 976 P. 474, 477 PLAT D.B. 928 P. 237 PLAT ul W J ♦ d♦ T' Dy SURFACE - • • CARTER, 4. FOR USE 'ITH STARMED OPEN -GRADS) ORANIDE LAYER THE BOTTOM OF THE CURB AND GUTTER SHALLBE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE - - - ---- - - Z / J - - _ __. _ — - '_s __ _ - —�--` � _ _ / ° '- / I f\ S2� \ \ S,jO \ �� - _ T'E� P - _ _ / / \ \ \ \ \ r` _- S.IGNn \ \ y� / - - I \ --_ _- W �� > Y - ♦ ♦ i D.� D.� • ,d p COURSES AND TO THE DEPTH OF THE PAVEMENT. _ -_ -__ _x -- .0 -_ _- - - _ - _ -. �� \ _s - - - - - C�•O_"" - •`' - - - _ - I \-- _- ___ uj ♦d • ♦ . D.�♦ D., 5. ALLOWABLE CiRTERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSEICATCN AND DESIGN SPEED cn ITIC - _ -- Q / _ - _•� _ �� \ \ \ , 520 - J BASE uAS ioiiNi ffTa ON ONFLMB'ERIY65 9TM05. 23+op- _ - • ♦d D.� ♦ D.�� S. WHEN THIS STANDARD IS TO BE TIED IN EXISTING BARRIER EWRB,.WTOHEE TRANSITION IS TO SE WE WITHIN REC R T IN SiNONtDS CIN BE MILE AT _ --� - - �.. - �s SIUN \ ' \ \ ` ` \ 5 \ • OPENNG3. _____ \—� \�\ ♦ ♦ D.� • D.� • ' 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS -'---__---- 4 OD__-- " SUBBASE USED, THE STANDARD ENTRANCE GUTTERS ON STAND" CONNECTION FOR STREET INTERSECRUNS ME TO HAVE THE MOUNTABLE CURB COWIGARATION INCORPORATED. I \ \ -- _ _ _ - Ur - 20 -� _ �_ Lj EE''''LL , v . s - H� - -- - — _ - NOTES: P, , re _ - �` _ _ — — -_ 521, - sL. i./ 1. T16 REM MAY BE PRECAST OR CAST N PLACE- 2. CONCRETE TO BE CLASS AS F CAST IN PLACE, 4000 PSI IF PRECAST. _ D • ♦ ♦ ♦ ♦ F d d d _ — _ _- — \ — — � MAIC.BOX / \ ._ o O , ^ v' ♦ ♦ ♦ ♦ ♦ ♦ _ - _ ' �/� \ - - (" V 7. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURIO WILL BE PAD FOR AS RAOUL CURB. ♦ ♦ ♦ ♦ ♦ ♦ D D D J - 4- THE DEPTH aF CURB YAY BE AEOMCm AS 3" (1 AS 3" URD DEPTH) OR NBOTTOD AS YOW R 3" tlR" DEPTH] IN ORDER THAT THE BOTTOM OF THE CURB ENT UBSTRE OTH THE TOP OF A COURSE OF THEIS" PAVEMENT SUBSTRUCTURE. OTHERWISE TFE DEPTH b TO BE 1B" AS SHOWN. NO ♦ ----------- �-- THE BOTTOM OF THE CURB AfBI- GUTTER MAY BE CONSTRUCTED THIS AREA MAY BE CONCRETE AT' PARALLEL TO THE SLOPE OF - -- - -"- ADJUSTYETIT IN TIE PRIDE BID IS TO BE MARE FOR A THE OPTION a THE CONTRACTOR SUBBASE COURSES PROVIDED A DECREASE OR M INCREASE N DEPTH. MIN. DEPTH OF ]" IS MAINTAINED TMP 91-18 -- - - - 5. CG-3 M TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN N APPENDIX A `NL' WN�� WENDELL W. WOOD OF THE VDOT ROAD DES%N WANUAL N THE SECTION ON GS URBAN STMI _ _ D.B. 1727 P. 674, 677 PLAT" --- -- - - 8. WHEN THIS STANDARD IS TD BE TIED INTO EXISTING BARRIER CURB THE TRAISRION IS To BE MADE ATREGULAR OPENINGS N STANDARDS CM BE MADE p - - D.B. 1707 P. 582 D.B. 1571 P. 245, 246 PLAT - _ -- ---- -- - -.1 -- -- -- - --- - _ - 1 _-- --- -- p a w x Tn _ ___ D.B. 288 P. 347 COMM. OF VA - �- - - - - -- - JOB NO. wool STANDARD 4" CURB �RE E �I� xv=r COMBINATION 4" CURB AND GUTTER �R� ER°' ION 182157 ROAD AHD BRIDGE STANDARDS ROAD Mp BRIDGE STAMMOS D.B. 279 P. 493 PLAT _ SHEET 1 OF 1 REVISION DATE SHEET 1 OF 1 REVISION DATE VIRGINA OWMTMENR OF TRANSPORTATON WS 502 VIRGINA DEPARTMENT of TRANSPORTATION MS 502 201.02 201.04 SCALE _. - " 1" = 30' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS -" SHEET NO. 5 LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 -_ — LOT 5 I LOT 55 / - LOT 57 I '� ATC' LIN - SE '5H T7 OT 5 I -- --- - -- MH-27 - I VAR. WIDTH ACSA, MH-z6 \ `�T OT60 UTILITY EASEMENT (TYP.)' I LOT 61 — --- �� 16+00 62 L "OLAW ! i �� vl 14 S° x - I — LOT63 — r PROPOSED 8" CL 52 D.I. WATERLINE PROPOSED WATER ! I SERVICE LA PROPOSED 8" IN -LINE G.Y. - AL (TYP.) TER I RC'OSEDA.R.V. I ) F +-I - - c— PROPO ED FIRE HYDRANT i � I ASSEMBLY WITH 8"x6"TEE IF . -� x° i y� I LOT LOT , i ' LOT T ; I 0 LOT � a � L !I LOT $2 - - 8-3 MHF-28064 81 PROPOSED SANITARY 79VAR.WIDTH ACSA - - - EWER LATERAL (TYP.) UTILITY EASEMENT(TYP.) % I l DB.5382, PG.138 192 / _-------' I' LOT l------------ , I �. xo / I --- _ — — — — � __ _ _ 65 ! % LOT 77 - ---- - �� ' ! I LOT ' � �' // � LOT ! II r TMP 90-27B I 66 PROPOSED WATER 7\ \ 76 / �: • r'� STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT �! : ' : " ' D.B. 1026 P. 715 i I � � T i ,/.ASSES BLY WITH 8"x6"TEE D.B. 629 P. 616 PLAT ---- I� LOT 67 it II - _ PROPOSED 8NE!" TEE " (2) - 8" G.V. -�-� _ 17+00 GRAPHIC SCALE 1 inch = 30 ft. I I I 1H-13 I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) II 2o' ACSA UTILITY EASEMENT (TYP.) TMP 90-35 DB.S382, PG.138-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT Lic. No. 035791 � �SS`'10/27/20 *1SIONAL 'F% Z Z O L u Occ c c c F�1 U W ca F - Ln s O z < < led W --zz g o w R 0 :n :n z z O O V) V) CD Lu Q O N O 0) o 0 - - - - - MH-z3- r_ it Lu LOT - -.. , .. -. I 6 ! I I u 75 Ex - L PROPOSED SANITARY Lu LOT N I ------------------ SEWERLATERA CFi ! 68 _ I PROPOSED SANITARY SEWER f Z I PROPOSED WATER _ 11 L (TYP.) i - o' SERVICE LATERAL(TYP.)---I - -- -- I •> i SERVICE LATERAL (TYP.) i �•-- •' - =�°I � i I I i I PROPOSED 8"SDR-26 PVC _ I LOT ? NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE j ' "I LOT 711 M SANITARYSEWER (TYP.) I 74 ;I AN ACSA APPROVED BACKFLOW DEVICE. < j 5 II OMB LOT - I _• 0 I � i I �1 I I• _ N Z I 69 �- _ _ - - - - I LOT 4 Lu ir� I i 4 (v� I -- � - LOT � I I i j I LOT CV I I I I 0 I I O I � o I I L.Y 73 l I � � I 3 I LOT I L_ I l i t � O Z i I -- C\I 70 i- - _ i PROPOSED ED DR z P I � i i_ o� I - RO OS 8 5 6 VC PROPOSED 8 IN LINE G.V. � Lu - I SANITARY SEWER TYP. 1 I ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION - N _ _ _ _ - - - - - - - I PROPOSED 8" IN -LINE G.V. I ( ) PROPOSED 8" CL LOT D.B. 5388, PG. 742 it ----_ ---- _ �I I I 1 t 52D.I.WATERLINE W Ln I LOT I VAR. WIDTH ACSA PROPOSED 8" CL. / L II DECLARATION OF PROTECTIVE COVENANTS, III I C 2 D.I. WATERLINE " CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED _ UTILITY EASEMENT (TYP.) 5 PROPOSED 8 DIP I 72 LOT OF DEDICATION - D.B. 5382, PG. i38-178 -D@.538� PG. B-1g2 i) SANITARY SEWER . PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT w ! LOT I PROPOSED FIRE HYDRANT 1 I J I I I I i ASSEMBLY WITH S"x6"TEE- I�- _ _ a �i r / L DEED OF DEDICATION-D.6.538z,PG.6 -68 / • PUBLIC STORMWATER MANAGEMENT MAINTENANCE _ ----------- ------------I - , `-- o �--pPROPOSEDFIREHYDRANT�J 1� ANDACCESSEASEMENTDEEDOFDEDICATION-D.B. I J MH-zz - _ _ _ _ MH-21 111111, — ASSEMBLY WITH 8"X8" TEE — PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION 52 w --II�11 MH-20 z - - - - - �:. � - .. j � � i D.B. 538z, PG 67y 680 � Q I/ r -- ---- B RWYN LAND _ -----_ -- L9 F-- C) J +�o _, _, a - PROPOSED TYPE A VAR. WIDTH ACSA I 10 - - + -#- - -� - - - - - - - + BLOW -OFF ASSEMBLY J - —11+ 0 1z+o 1z+So - - - 3 0© - - - o- - - - - ° -? 50 15+00 T b O UTILITYEASEMENT(TYP.) - - -. ----- - - -.- - -. - -. - _,-. - ........-. - -.-. - DB.538z, PG.138-192 y PROPOSED 8N 'TEE _ I � J - - PROPOSED 8"x8" TEE \ & (3) - 8" G.V. PROPOSEDTYPEA PROPOSED8"CL. I W (W1 AND (3) - 8" BLOW -OFF ASSEMBLY I 5z D.I. WATERLINE G.V. \ / I W I NOTE: SANITARY SEWER MANHOLES WITHIN THE \ VJ _ J TMP 90-27 i L J L _ J -ROADWAYS MUST BE INSTALLED WITH THE - L - J L - -1 L - J L / VAR. WIDTH ACSA - - - - - - - LOTIA I I MANHOLE TOPS FLUSH WITH THE PROPOSED // I --� _ / .. � UTILITY EASEMENT (TYPJ----------- ROGER SCHICKEDANTZ ! I I TOP OF FINISHED ASPHALT (TYP.) Q / jT DB.5382, PG.138-192 I U) J I LOT Z l NOTE: MH-22IS THE END OF THE SPRING HILL VILLAGE i--� D.B. 1244 P. 461 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT ' Ln D.B. 629 P. 616 PLAT LOT LOT LOT LOT 98 LOT 2 0 zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS - D.B.530P.164PLAT 84 85 86 87 $$ 89 90 91 92 93 94 95 96 97 99 10O ii Q UTILITYEASEMENT(TYP.) I W I I - - - - �- D6.5382, PG.138-192 I I I Z Lu NOTE: SEE OFFSITE SANITARY SEWER PLANS, INCLUDED ON SHEETS 30 & 31 FOR REFERENCE C0 VDH. - I1 i- r I l MH-1i l MON. T BENCH MARK IS - o I CHARLOTTESVILLE GIS LL.I `J A roximate - - - ROUSE-SIRINE 05 Va Public Service smt. I \ - - - - I --NOE FRONTAGE OF THISTE: EXISTING UTIILI SHALL BE NG - "S�•�. STATION 134 / I ::-------- - - Tv. I ` � �- ` ��� . - - - - - - - - - - - - - - � `�---- - I- Comm � N 3882993 340 Q Pole i I `. % - - _ _ + - - REMOVED AND INSTALLED UNDERGROUND. I -Vault "� S Eh1482334.683 (� LL j '" - - - - - - - - - - - - - - - - EXISTING UTILITY - - - - - - ELEVATtON-527.7t c-------- Fiber opt 0HE OHN r r POLES TO BE REMOVED �� - - - - - - _ _ _ - - - - -I - - - - - \'\ ------- 2 2ne-' - --- _ -- ' --- ---- ------------------ ELE )' " _ - - - - - - _ _ O O --- Pole ----------------- -- - - ------------ - - - --- - --- -- - - ----- - --- --- \\ ' mole ___--__ Pee — — — — — — _ _ _ _ — _ _ — _ — _ — - _ e; ---- EXISTING UTILITY n"""�lir�������iio��ilaio���/////////1///f/i1///1/1/////I/////f//D/1/%///I///00///l//////l///10///1/011/ 1/O l///ll/1/1//// L - — - -OH - - - - - POLES TO REMAIN d� , �� - - HT o Iv O SIGNc P " ° 777 0 - - - - - - - - PROPOSED LOCATION OF nNEI� ----------- MAILBOX ' ----- 4` nnnu--- D HT Or� _ _OHTV 0 UNDERGROUND UTILITIES NOTE: EXISTING OVERHEAD UTILITY LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. OVERHEAD LINES SHALL) BE RELOCATED Polec Phone U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) m HWPB.1 PG.354 MAILBOX MAILBOX INV IN EXISTING UTILITY POLE TO REMAIN L F MAILBOX ,Uw-, w w 0� I = CL En JOB NO. 182157 SCALE 1" _ 3O1 SHEET NO. 6 YD1 O YD13C / , \ z.om 1 1 - "-I LOT - \. r - / 3 YD1 B 59z= �- \s9 i S ZOT6 z LOT 1 L T o r FFE= OT 18 590 = , -' y -� LOT 56 \ MATCH I 4 ET 9 - i 5_ 536.00 - 6 5a, / r - 59 T 5y ' OF 5 FFE- FFE= FFo.00 \` ' / PROPOSED SWM ACCESS _ __ 8 ss oDRAINAGE EASEMENT- FFE- E 592.00 591.33 59o•67 ..59 - I ° & FACILITY EASEMENT . - 56 0o DB' 2 PG 1 8- z - 2.6 _ BSMT= I BSMT� BSMT- FFE - _ 80.16 LOT ; it DB. 8z 1 8-� zr _- _ VAR. WIDTH PRIVATE S8 \ 3 9 I/ BSMT- I 58149 I 80.8 5 t\ � • _ � '' I FFE= 5sy.00 Iss / / 53 3 )3 DRAINAGE EASEMENT s / VAR. FIDE H PRIVATE" z 59333 BSMT- II F8z.16 li 5 3 " 17 /58433. 68 5 PG 19z 8 _ LOT58 593 50 1 BSMT 58z.8 5 N 88f- A- Ro ,6. - - - -_ 2.8 1 I I I 3 .� 581-83 58i.i6 I 580.So / - 5 - FIFE 59 3 BSMT= -1I 583•Soir 58z.5o X I� /w56z --- - / LOT5g- 591.50. 1 BSMT= S83.67 5 4 Sg3�7 X I--- _- - __-- _ r i ��y/ -�, /fFE= OT81 g, "FFE- BSMT- 583 0O ss3a3 a . _ x 57 Yp5 d' \ 58�,64 581.157 6° 578.00TW� - L� �574.00BW \ \ \ III 58W \ \ r , 580 0013.00BW� 20'PRIVATE \-SCOTT/ 58z.67.- ✓' ...,- -_ - -__ 8 �--,I 59 3' S81.67s OT7 N \ t 1 . _-_580.47 _ 9.65:'` 37 .67 57 4s 16A z�580. o --- - I YDl A _ I - \ -BSMT- I // a�.33 1� - , �y e. .. I � � 70 0.8 r 1 1 I I 10'PRIVATE - �r' 3 1BSMT- 1581.00 1 `\ ii I �- sl DRAINAGE EASEMENT Tw s ///// _ - - - - l 580 67.V �s a.73 I s 4 LOT 61 579,00 69 6:5oTC 00 DB.r,3 z�G.138, 2 - BwSTs FFE= �578.67 PROPOSED WALLS (MAX. HEIGHT=6' - 577 00 _ \; y . \ 1 o s� 16+00 - L / -- - _ VAR. WIDTH PRIVATE \ ,_ ' S80.65 �5 00 55- - _ _ 15 ----�` - - �S79�o _r - o 16B PROPOSED STORM 069 DRAINAGE EASEMENT A,-- T'-- -_ 14 - - / DB-53- G.138-1 a SEWER SYSTEM) j Cf)l C-)! 6, - J ' rW 584--57433 576.E 3 \\\ \ - \ 8.zo L�Y�� _ • CFI; ' / 64 1, S�z / co , ' Bw &o - - - LOT 6z _ 67 7°33 LOT 6 s7 79 s7a lz I , / PROPOSED 8 YARD . r, 3 / . > ,.,. - • S o I -•• ' I i /. J ua . S80.o5- -----'__ _._ --- \-b •,I 68.r I ,, DRAIN SYSTEM 57367 ,Os73a4 FFE= / - - L ' ;� ° 94 e s79.� A o /574.00" L �,, r' l T �- 571.67 38100 - i - '"S80 O r - to PRIVATE a. / j� v / J' a - 1 I° 571.6 ' 1[571.01 / \ \ _57133 / �6, �; 57940 <: - I. I f I. " 2.00 7 - I II I DRAINAGE EASEMENT 568.67 \ \ - S70 57 LOT I � �4' 3 - I, DRAINAGE EASEMENT / / r r S7o {JF ` c PG.1 8'1 a = _ - ------ 57 PROPOSED STORM 3.6i - _ _ 9 LOT FF.6967 - - F l 57oso s7o33 - YD1zA------< \ \ as x°o s79.67 .LOT8o LOT81 FFE 5800o L - 3. / / 57000LOTi�3 I I I PROPOSED 3 DECORATIVE WALL f _ _ _ _ y - FFE= 581.33 BSMT= 57o.1 579-33 - - \ b /SEWER SYSTEM 574 FFE- (NOTE: WALLS 3' IN HEIGHT OR LESS DO I" °� \ 5�4.06\ LOT \ FIE 82-00 7 BSMT- 6 0 L \ a � 577.67 79 � 5 BSMT= 571.so _ 5 9�5 I I.- � I FFE= LLI j REQUIRE RETAINING WALL PLANS)' j FFE= .\ i / BSMT= 57z.16 ID LOT IV - - ' I 56767 _ 57 33 :,' - .•" '� '�o � FFE=580.00 - ' \r � �I- VAR. WIDTH PRIVATE � � I/ i 568.00 L 7 I J °n 685oB I 9- o LOT 65 - --570.0o II cs o \ SMT= 01 DRAINAGE EASEMENT s h 8. 1 s 744 9z LOT78 B 57 7 5 _ 5 �„ 64.51 �049 575.00 PRO POSEDYARDDRAINSYSTE 1 - D I = 567 sp,51< 81z - YDl EOT i FF LOT 6 - FFE 578 8. YD156 PROPOSED WALL MAX. HEIGHT-6' _ _ 11 I ,r 566.o0 r� 5 - -- - II 1 _,\ - °- < ✓ / � BSMT-568-i7 ( - �- -- ---- - v I � �I ' I �.3 \ - lo' WALL MAINTENANCE EASEMENT _ - (� FFE= 568.00 r VAR. WIDTH PRIVATE IPI DB.5382, PG,i38agz N s - - sP46 �6s 64 X /. 2. DRAINAGE EASEMENT. - _570------- _- m� 568.33_ I s7 33 DB.5382,-PG-138-19z, YD15A -0sq// i�� 56 .5oTW. _ •9 - 7_BSMT 7563 O 5668.-566.00� 56�.0oBW• - _-------- 9 i 566 - I- _ _ -I.- _ - O 5 5.5 $68 _�- -- 6oBVJ -- 6o.00BW 5 . _-_/ __ _ 566.5oBW _ _ i' I / / / / / -- -- - .s _ °. 9 __ i% \ 76 LOT77 ;. i??.. 560 ooB�iv-558 -- .-5 ----- ----. YD4A ----�, 56o o i / FFEL 67X 56033 I PI NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 566.00 A FFE= 572.67 ------ _-_--- 556 ..� 561.o 9 DRAIN LINE FOR ROOF &FOUNDATION DRAINS FFE= s63 / ' / - 0. s. �� A BSMT= 562.83 YD15 i f s66.00 i / WITH lo' PRIVATE DRAINAGE EASEMENT-566.33 A 6o qoB - ---- -- _ 7 I' - __ II I TMP 90-276 YD16 - . _ � - i� - FFE- OT_9 s.6 II . I $'TEVEN W. AND BETTY C-'JOHNSON LOT 6� -�_ � r o YD15E / � � - YD I to I i 59•o sus • - " D.B. 1026 P. 71561- - ._ - - � I I D.B. 629 P. 6,16 PLAT / ! LOT6 " �. 9 , \ 0ti 56o.v6BW.- - >r 1oA io6 L 8 5� I + ICI '/✓ s ✓. I 557.00 3 FFE= � s6333; I; 1. zo'PUBLIC S6 lo' PRIVATE ' j 6 .6 a µ' I 'DRAINAGE_EASEMENT _ _ FFE L67 5 .as b .°oTw p 5 3 7 /- .53 i / DRAIN AGE EASEMENT / ' S6i.00BW I 8 560 8 '� \ - SSB - - - / PROPOSED DRY SWALE ' SSS o 7 J54 67k . ti 7 DB. 8z PG-1 8-1 z j -=---- - _ 84 556 i i 534I 50.00 d 63„ LOT /I .� 'L I 7 DRAINAGE EASEMENT \ I U Lic. No. 035791 � DB.538z, PG.138-igz- \ \ \ \ -- -- z ooTVJ -� \ \ � �� 10/27/20 �� 566.00BW -- -- S G1 Ely \580.0oTW \ 574.00BW \\ I \V A A I V A - �PROPOSED WALLS- \ (MAX. HEIGHT=6') \ \ \ I 6 F 566.001W �56o.00BW __ - __-�__�_ 5744.00TW \ 54=13W ROUTE 20 RIGHT-OF-WAY DEED OF DEDICATION - C D.B. 5388, PG.742 L • DECLARATION OF PROTECTIVE COVENANTS, /w L CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED � ) OF DEDICATION - D-B.5382, PG. 138-278 z O 562:ooTW S • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT �557.00BW OO a J c ¢ [ DEED OF DEDICATION - D.B. 5382, PG. 644-648 O o ooTW �• PUBLIC STORMWATER MANAGEMENT MAINTENANCE �- - 2:: 564.00BW AND ACCESS EASEMENT DEED OF DEDICATION - D,B. L7 f 5z83,PG_ 654-659 p Ln i, \ PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION -_ z D.B. 5382, PG 674-68o H O ¢ [ 2 WALL \ r/Er.�C1F MAINTENANCE EASEMENT TMP 90_35 C 1 53812 PC�'138-3.92 DUANE E AND ROWENA M. SNOW _ 6 F D.13: 702 P. 792 g D•B. 657 P. 234 PLAT 55=.00BW yNOTE: CONTRACTOR TO INSTALL PRIVATE 8" o 56o.0orwDDDRAIN LINE FOR ROOF & FOUNDATION DRAINS 554.00Bw / WITH io' PRIVATE DRAINAGE EASEMENT i 5 ! I z ooTW FFE- - - - - 16 55 • z6 55 s 9 ' - X B.00BW ' _ ' S / I LO�-68 i 9 FFE= 561.00 553.00 4 . 54 II - -83 56o.0 BSMT= 551.17 \ YD1oA SWM ACCESS lo' PRIVATE i FFE- 8z 55eI I FACILITY EASEMENT - - ri SSo �- ' -- z - SSo oYo DRAINAGE EASEMENT S60.0o snL$3 - DB.538z, PG.i� -19z - 55 - _ D6.5382,PG.i38-19z , i ss967 - - - yd - j ! I _L5 . > 7:z45 " I 4 �So /.' I _ __ __ _ 6o I --548.00TW -... / s9 3 8.8% I f LOT 74 I � i+� � t L o 547.00sw - - / -73 55933 _ 81 ss7 - - - ' FFE= 559�67I'II ` o � T/5� � � 01 , BSMT-549831 549. 0 54867C sa737'f �1 o 'I FFE- 09S SSg.00, I \ - 1 NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 55933 S6I16 + DRAIN LINE FOR ROOF & FOUNDATION DRAINS L LOT 69 o (0 8.09/ II '/ io' PRIVATE FFE= L T 4 5140.07 s45.4 YD16D1 J 1 - - - 11 73 lo' PRIVATE S E EASEMENT ' S47.0o L o ss7 _: 55035 S DRAINAGE PG 92 " it 55s.00 DRAINAGE EASEMENT I " % I 7 I FFE- 55833 DB.538z, PG.138-192'9 20' PRIVATE VAR. WITDH PUBLIC + ° _ T 3 (- 59 BSMT- 8. o 545 45-3 5 9 ¢' LOT 70 6 - - 54 5 DRAINAGE EASEMENT DRAINAGE EASEMENT ; P____ 6 i c / 1 FFE= Ss7 7 557z - I- _ _ m d DB. 8z PG:1 8-1 z DB. 38zf_PG,ir38 r s �I 7 55 - - 5355 + of i DRAINAGE EASEMENT 8 IPRIVAI -i 8.ao i '' 8 I I I - DB.5382, PG.i38 1 2- - - - - - 1, 8o a su w FFE= sa4.00 54z 4 ' II -_--- 7.00 �I -. D LOT7z II _ -- , I I- -- -- _ 1 - �iA A,, ° 1 c+ 7 I � sss BSI 1 I 54 I I YD3 L 7 3� ' LOT 1 ° IIY DRAINAGE EASEMENT 37 556.6 / FFE- 557.0o I I + I 547. 7 I i � zo' PRIVATE I m FFE- 557 Issa96l:.i . '' i- � � � _ I z G.1 z � YDz � 7 I SB \ F�E 5yz6j a:a54�o 557.33 e6 I - rF _ / - > 543.00 l 79 1 --------- - s YD L - /'�� _ I � o _ - / I 6 • I �• � � - r o S40 78 _ - � w I 20'PUBLIC _ _ _ _ _ 54 r s - - _ �0 _ _ _ 58B DB. 82 PG.1 8 1.z 77,i - -�, - 53 Fo -_ , ` a 8# w II I DRAINAGE EASEMENT � _--�ERWY LANE 5 �� �^ I u 53 3 9 - - 5 s.�: 11#50-. - •- - - - -- _ TMP 9A=27 / �I '- - - I -o - _ - -o _ - = - -- - - 5� _ -m 6 PROPOSED STORM 55 93 LOT 1A ! - - pia h - c� _ - - - - - - r T - \ I I I - •. - . o ! - . -' + ' - 1 SEWER SYSTEM � ,I -zo' PRIVATE \ ROGER SCfIIICKEDANTZ ii _ - - _ _ _ = _ _ Sl DRAINAGE EASEMENT- 1/ 1244 P. 461 _ _ _ - - -- - - - - --- - - zr 13 - s F1 ,-' 555.78. SSs 53 554 90^ 554.z z. 0. 5 33 y 55 49 43 547 9 ' S4 67 5443Z . 43 37 -. 54z 47, -. `54z � - 540 96_ 540.z8 • :. •° °- 5 _ 1 yh i °°°) / 56A \ , 1 D.B. 629 P. 616 PLAT - -- - W _ N w 55 9 -i_i. w- o.m P 2ti D.B. 530 P, 164 PLAT fi� fia- 1 � r� � ' -'- -...• ':. _ 1 `� III II 556.z5 56.z5. 5 5 6.z 55559 54,9�. Sz.84 1So �5 0.17 0 484 4475 0 I 4z.75 54142 \ 1.. / '• - - - - s5 5 _ 495 - _ _ 46.a 44 9: 42.09-- - 74 L L-J L_J I L -L L L � L L L l I L-J 1=-- I J LL- 73 LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 r LOT go LOT gl LOT 92 LOT LOT 94 t fl LOT 96 LOT g� LOT 98 -LOT gg LOT loo lyf -<�-----<- --� -- -- - i -- - YD16C ^ I FFE= = FF = FFE= FFE FFE= o FFE= - _ FFE= 93 FFE= m - a g5 FFE= = FFE= - - FFE= I 53ssw IJ- I I FFE= E I FFE- FFE= I FFE- _ FFE= III �'-/ 2a' PUBLIG, 55 5 55 5 58 555 92 555 25 553-17 55 3 55O-S° 549 3 548 So -1 - I 545;08 544 4z 543.08 54 4 541J5 N Q I I 556 58 6- 8 6. 8 556 1.8 8 546.4z z. z Q DRAINAGE EASEMENT 8° )s�es1 s I - -I-I DB. 8z PG.1 8-1 2 6.08 6.0 556.0 7( 555 4z S5z vv 67 k So.o° )C 8.0o k I 544 5 X 4z-5 X 541 z5 k, 5366540'W 3 /� / / / / / 53 i 3 9 - 55 55 X 556o X 554JSX 55133 3� 17 -54933 X z _ r / 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-76 - YD-7A 8 3.5D 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 I - Y 1 8 3.50 9.7 10 YD-8A - STR.48 8 3.50 9.7 10 YD-BA - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3.17 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.SD 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 3.50 9.7 10 YD-156 - 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 16.0 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 - L9 ti M 00 N z � Lu M N C:) Q w z N Lu W > Q z w z Q J Q � -j Lu W L9 o Q z Z 0� O./ C) Q M ' 06 1 W Y W J Q ul I H-I W W J L_ J O 55 l.z 1. z 4 5�4� 49 7 4 3 8 4z. z _ - a. __ - - _ 539• .z5 535YVJ.�_ e 'tl / 0 II I ' - / 5 33 SSo 67 549. 9 - BW I �./ / � / / / / / / / / '. �6„ W-- 6 - 2 o X ` 55 3 x 5513o X 5 . . _ 8.8 X 54 > - 475 47 0o S. 4 z X S4 69-N 41.0 54044 , 9 5$ 536 0 s34 ) / - 3 I - - S 71 _ 1 X,-- X 542. PROPOSED:r \ -' S5 55 4 551. z ' � \. V��i. YD166 d. 1.-0 116.X-,. SSo SoX I. - �.50/0 ?C. 348. 1 B.°o 54 1 a. to q6 d 1- - - (MAX.3 A - -__-- ---- - ° 5ya.a1 ' S ' - os YD1 Z CHANELFROM PROPOSED RO OSEDPCURB CUDT PROPOSED WALL AHEIGHT- ' Sl.00 5 8 - - NOTE: CONTRACTOR TOINSTALLPRIVATE 8" py 0 3�0 I O _ WITH A STONE DEPTH OF SE INSTALLED PROPOSED w BENCH MARK IS J W ( 1 Aproximdte i 4 -�- s `t RAIN LINE FOR ROOF & FOUNDATION DRAINS,,;, _ _ s' + 11 26 I0D WITH A FILTER FABRIC UNDERLAYMENT. RIPRAP DITCH o CHARLOTTESVILLE GIS �J Ve Pubk ServlIpe Esmt. ssa l YD16 SWM ACCESS & WITH to PRIVATE DRAINAGE EASEMENT SWM ACCESS & 'k o- _ vo scams / D.B.221 P�305 Tv. iBWT j FACILITY EASEMENT= - - - _ __ __ - - - FACILITY EASEMENT _ zA' i " J --- - ------------- - - - -- ---- - - aATION 05 DUSE-SIRINE J ~ I , Pole i - - - - - - 3882993.340 lgz 1" s� N (� r ' --- -2 - - N---536 - - --- -- - DHEOHN -.--- - /-----.-_.- ----- --`--- 46 ---- -- ------ ---\ \ \ - - lij -'_ -- -- ---- ---- DRY SWALE � `� i '-------- _PROPOSED - I I i �-- _ YD16A -' \ - -- - - - \ - � EVAT31'6AJ68 7 ± o o -- as 55 --- - --- - --- --- 5 S�ti 95 \ / - - ---- ---- - - -J ----� 106 203 %f'."111/U�_- °-- - I- C ----- - OHE _ - - --- v_ PROPOSED UNDERGROUND STORMWATER%�5 Y oMANAGEMEDETENTION FACILIT -- --_ =--------- 96 ------- 536 \ \e - _ -- Lu LuI- ) x -------- o� - : U.S. RT 20 (80') SCi�TTSVILLE ROAD (55 MPH) 102 _ = h _ - _ -----___ r - - \10iI C 306 No / / / HWP13.1 PG.354 /y MAILBOX ' I; LI �. / ,/ --�-~ - - °�___ �8zA57 LE o�� / MAILB X ' _ _ - _ - - - - _ r- ---_ \ oSIGN --- - -O �- __-_ --- - - - -- -- - - - _ -- - - )HT OHTV D - __ - - p - ` Pole / f. - - MAILS X\ / - _ _ _ - - _ -MAILBOX L._ - _ _ - _ _ __ __._ -FEET) SHEETNO. - - OHT OHN SS \ \ \ \ \ - - - - - - - \ w - \ L / I .ft. - - - -- - \ T Phone.- INV IN o - - - - MAJLBOX - - 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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V _-" - -_-,-_ _ - • -- BLEVATI 27.73 ♦ ` - L �_ �FN sso . •e - • �- er p • N 388299�50 ♦ ♦ I ` _ - roe 1 wz ♦ . - - --_ - I,.n' - ` sr ♦ _ __ -.. -- ___ - - _ - 2 -- / _ __---_. - ___ __- 534 -J--- yi♦�a N t -_ _ _ • -----_ - - - -- _-s36 R U- 0') COTTSVILtE-RO S MPH) �'.• _ _ IF. • o _ - - „..................................... fi ..n....................................t MAILB�X` '' o o----.-.- ............ ... ....... . ..........uauu•47i�•• f..................• ---- sza� Y};�-_ -_ 1 SIG_pJ ---♦ _ _ ON MAILBOX --__-- A � o�` MAILIFOX _ -- - - - - - -. - - - .-•i...iii+lid,+ ,♦✓ 11 =__ sza _ _ - _ -MAILBOX a_ -_ _i m' o GN_'-. MniLBgx - -_. _ MAILBOX_dam- -- ~ ��__y�� ♦ - -- e _ - _ ry - ----- - - +aAll.aox - _ - - --- w'•...►.-. -- --- -- - -- - - --- 1-------- i.-. m _ II TM w-z1D I-VDaApc ServJe _-_ �� Aornx. 10' VEPCO Esmt. VDW.' ' --_ �.v-'--._,-_ - --- __ ....•,- iE d�LEE Arvo � I s I MON V � - - - ---- --SCALE _ D oRAH R. aE r j j '< TM11 90.21B ! G TMP st-+9 I I, a PD.fl221a P.3D�1 -.n \ p.9.462 P.I16 -_ r4\-� i� I I r�`' '- - r 1 O,R 2816 P. 287 - _ II _ P. BATTEN. JR. \ -C I \ y MpN D.. a]e] P. a32 Ii.B.288 P.80 D.. LAT / S N B. HENR LDT Y1F m I JULIAN d' O.R 338 P. 33. 37 fAT 1 -O.B, 13M P. 33 / L OOROTHY B. HONi fi0 D 30 Fy0 120 cEa3 _ 240 m I WIL RR.ANO ' O.B.y350 P. 228, 22]%AT TMP 80.21H I� O EV .SHIFFLETT II. � - � DDROTHY R. HONT n.B. 3289 P. 68J1 PIAT �p `l laol D.B1 P. 718, RO T tiI % D8>1717 P. 31 WOKPLAT \ \ D.B. 3289 P. 31 --- -- "--_ _ � I D.B. 1350 P1�8.?3TPIAT '\ D.S. 1350 P. 228, M7 PLAT r __- s I I '- --- o -- - -- - II I I r ❑ E,$ I ------------- I IN FFFT) - -- -- II inch 60 ft. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATIO]EA1010N STR. NO. DIA. (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 ��®�------_ —�--_----® .. 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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 8.0 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 fi 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 PLANT SCHEDULE: I� PROPOSED LANDSCAPING EASEMENT HWP5.1 M354 (80' RIWV) Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel ' * 'Evel ' 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 25' 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. 10I Chionanthus vir inic& Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus florida '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' 'Ma Nell' Holl 4-5' 212 Ilex labra'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 vir iniana'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia randiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5 15 Magnolia grandiflora Tittle Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellate 'Royal Star' 'Royal Star' Magnolia 6-T ht. 10 Malus x'Prairifire' 'Prairifire' Crabapple 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' 'Bloodgood' London Plane Tree 1.5-1.75" cal. 61 Prunus subhirtella 'Autumnalis' 'Autumnal is' Cherry 6-T ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardit Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu'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 gal. 10 Vibumum x rh ido h Iloides'Alle han ' 'Allegheny Viburnum 3 gal. • CLADRASTIS KENTUKEA AND ACER CAMPESTRE 'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 4W MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY. URBAN ?TOLERANCE. SUBSTANTIAL AND BROAD CANOPYY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: Ak III 13:� 1. ALL SITE PLANTINGS OF 'TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT91 THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SMALL BE PRUNED MINIMALLY AND ONLY 70 SUPPORT THE OVERALL HEALTH OF THE PLANT. (REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT & PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF W-O' FROM OVERHEAD UTIUTY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer campestre'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 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 6-7' ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 1 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x 'Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 91 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-T ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-S' 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 535 3745 TOTAL CANOPY 89123 TREE CANOPY CALCULATIONS: Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers -1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers • 1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres O Total passive recreation = 74,900 sf or 1.7 acres Q Q\ �J LLI W (L� lJ J m 10/27/2020 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description 1 11.13.201 Count ARB Submittal 2 12.23.201 A B Submittal 3 05.29.20 Bounty/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.20 County/ARB Submittal 1 08.18.20 County/ARB Submittal 2 10.12.202 ounty/ARB Submittal SCALE: 1 "=50'4' SHEET NUMBER: L500 ,iy� //Y� "� I, L� - • • • �i - ri�n r..r•rr.., w.+..r.r��. 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