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HomeMy WebLinkAboutSUB201900158 Plan - Other (not approved) 2020-08-26GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESOLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESWLLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016. VARIATION #2 TO 7HE CODE OF DEVELOPMENT AND APPLICATION PLAN IS CURRENTLY UNDER REVIEW. VARIATION #3 APPROVED MAY 20, 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 APPLICA7ON PLAN: TOTAL ALLOWABLE MINIMUM RESIDEN7AL 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 = 3.28 ACRES (25.27.) PARKS AND AC77VE/PASSIVE RECREA77ONAL 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 RESIDENTIAL HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E- MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS: RESIDEN7AL: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTIAL: FRONT.- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS: CURB & GUTTER WA7ERSHED: 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 INFORMA7ON 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. INFORMAT7ON HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH 7HE 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 RESIDENTIAL 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 SECT70N 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 PROTEC77ON 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. CRI77CAL 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 7HE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDI7ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SPRING HILL VILLAGE FINAL ROAD PLAN SUB201900158 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA 1 _ r - AND SCAP EBUffER AREA \ u I ! j I � ,.•" � OPEN SPACEC Ili j❑ I I % / (0.64 ACRES) ! `BLOCK E7 ACRES POCKET OAflK LDr p4 1 --- l i • / b�l 'IT-� �--� E. DPEN SPACED �r > I 1 1013 Au<E61 x6 L -\J �y POCKET PARK ✓(3 Lor E �'RGFERARER / <a <oT " L 1 AMENITYSPACIE � Lor r OPEN SPAE' mr (0.09 ACRES) I I / BLOCKK G'\;I da 'DT 48 LDr m ' r 1.47ACRE6 �\ / / I aI 4P as I OPEN ACRES) loaLCREsI "•. � L �s .n� ROCKET PARK#2 AMENIN SPACE L_ L J � J Dr54 OPEN SPACE (O.83 ACRES) I II G L - �- �V\ L13 L 1 I I I> L12Dr " 1 rgr \L 61 L_ 11 LDT L 1 I i r L I I mr l l F LUT T 6 BLOCK r 4]6 ACRES ------- ------ ---1 AT a >8 OPENSPACEI r hR.ACRES) / II 1 I I i Lm i - ll --_ -- _ - EOMMUNN PACE L AMENITY SPACE rs -- --- --- -- - - - - 3 , 2 L r OPEN SPACE E ACRE - I LOT I 'i r ix I Sr I � (DARACRfS .I' L IOPEN SPACE IQID ACPEB) / J L_13�PCK / 13�ACIE '�J I I Lm Lm L°r Lm wr Lpr mr mr mi mr Lor Lor BLOCK A DE. AR m mr Lm LDr OPENS ACEA - PT 98 ,D 1W ( D s, j056 ACRES P ROCKET P_A_0.K p_1 OPEN SPACE ______-_ ____-___.(D.63 ACRES) ------- - MENISPACE---------------- ---------- 1 I -_--- I s1: m. I - - - - - - - - �evi�rzrrl�.z/JZ/JIII U.S. RT 20 - --- _ SCOTTSVILLE ROAD ---- _-OIO/Ill r- -- - - I 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% OFFSI7F EASEMENT. OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONS7RUCT70N. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. 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 4 SITE PLAN 5 RT 20 ROAD IMPROVEMENTS 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 ROAD NOTES & DETAILS 10A ROAD CROSS -SECTIONS 11 UTILITY NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS 24 ROUTE 20 CROSS -SECTIONS 25 SIGHT DISTANCE PROFILES 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 28 OFF -SITE SEWER PLAN & PROFILE 29 OFF -SITE SEWER PLAN & PROFILE L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5.2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK 34 TOTAL NUMBER OF SHEETS ROADS LEGEND EXISTING CULVERT EARTH DITCH 0 O CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS a CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT EC-3A DITCH EXIS77NG CONTOUR DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA77ON 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. ICOTT /R. '(!1n-LLINS - Lic. 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AND ROWENA\' _ -- __ _ �. / / / / .. / - - / / I I l - /' ,' / / 5- ___�..____ ,' - (/c __. _. _ -' / �' \\ \\ / / , /' / / ,'� -' I J D.B. 702 R992 � _ �-'--___ c ' TMP9 -27I, I _-- - / - _ -' /' I 11 -_ -' ' ' /' / / ' I _ D.B. 657 P. 234 Pl � _ - -' \ MINTER ES T. OR _ - ` i1 - - - _ -- - --' oe`/ 11 I l - - - -TMP 90-28. -_ /' ,'' /' // /' /' j ZONE: LIGHT INDIlST_RIAL _ _ _ _ _ -_ �1 I --' ' LISA A. -.`I -0_0 6s- -%I /' - // / I / / STANLEY MART114 CCMPANIES.LLC - ' /' /' // // /' _ - -- _ _ ---' D.B. 1149.P.-133- - - , i I , --- // // I / 7 / -'D.B. 4571 P.421 ----p6- / �, ,� / , / // -- -- ---._- - - -- ---- - ------ _- _ 1 I ' I-- /-- - /' - o - C'7 D.B.-621) P. EIP PLAT / _ - , ''I / - - - - - , / / / / / / D.B. 205 P. 22 PLAT- , _ - o _ _ _ _ - _ - -- -- - ' ------ D.B. 554 P. 441 PLAT -/ -/ / ! / / / H.W.P.B,1 P. 35:PLAT ---- " /' ,/'-/',/' -- I ' - 5 - --- -_ _- ONE: RI RESIDENTIAL / I i_, _ - _ -I --- _a9s-- / // ] / / /-' /'H.W.P.B.4 P 146 PLAT / ,/ -' ,' ,' 7I\ \ ///'-''- - - - - - - --- - ---- --- -- - - -- �- oe'� -� _�� "095- -- - ,/ / / I / / / ZONE'.'NM,D _---_- ' // /' ,' '' - v' A \-v///'' --- - --- - __ --- , ' - . 1- / / / / gy / /' I \ / // - --_ - N - ' II--- -- - .O-/- - - - - -_ - _ // /'/ f �l Il /l 1 \V - - -- _ -/ / a ' /, / -- \I� \_ \\\ \-_-/-// ,/ __950 _ _ __ - -- -- -__- _ --____ - V - / / _ ' /' i -' ' 9+' - - - -I - / I I / /' / /' -/' I \\ \_ ' ///' ---- -- -_ -- _ __- - - -- V� \ \ - // \ _ _ \ ,.-° - I _ -- EXISTING MOBILE / ] 1 ----- - - -- _ _--- - MP9027B s-I' HOMETOBE / / / \0 - l\ -\ \ \� // / / ------ - \ T �r 1 / / / 9s_- / \ 1 \ / / - ^ / --- .REMOVED / / // / ---- ' /' ' \ \ \ - I / / / / � L- _ ,I STEV£N W. AND BETTY d. -- ---. / /] _--- \F _ D.B 02 ' / ' .715 IO -. - � D.B. 629 P. 616 PLAT I _ - / / ' - _ v '�s_�' / -` ,' ZONE: RI RESIDENTIAL I - -- mobil // / l - ' ' _ - - -_ \ I \-I_.. `_ ////'// / \, ------- - �- I e borne I J \- - --- --- ----------- - - - ---- - W oa - - - ' /' ,' - - oec.. 1\ I I I /' ' -- - /' I \ oss �_ r'-/y� r'- - - - �/ -- ---- - /' / EXISTING i _ \ I I / / - / ,' \ / / d-- ILU __ f - // TREELINE(TYP.) I. -- _ v \V A II I I I .' -�°s / -'' I Av v-'� I /' // V) / ` r I I I \ - - - F /' I \ \ / / / TMP 90-35V J J ____ -' ,-./' / /' o /// / I 1 I \ /' -, / \' -- EA \ I \\-!//// _- RONAYNE, LLC J I t/ -- _-- , ,/-- // 3 / - / L, \ \\ // EXISTING OVERH D /'\ I _ /// /' D.B. 4719 P. 402 ___ - > Q o / /\ TO BE REMOVED / POWERLINEANDPOLES \ ' 1 / r D.B. 4473 P. 48 PLAT / '.. \ I\ \ \ EXISTING I' TO BE REMOVED "' 11 // D.9.440P.198PLAT w _- j ' /,:' / / - \\ \ , /_,, // /' ZONE: LIGHT INDUSTRIAL I _ - I / v v v I / / j- / // � v vv v 1 I U -- '_' // 1 1 _ / /' '._,F 9.5'x8.4' 13.8'x15.5` EXISTING GRAVEL N ',' /' / o __ 0 z - ' / ` - Metal Metal DRIVEWAY TO BE ^� �I '- / J O ___-- I - .' i r - \. shed shed gravel REMOVED r\ �\a 11 ,/' \` w - - Ivs I 'V - - Elec. _ v\ RT -540 -- ' _____ I - - - ID --__ -_- - - __-.- O I / .., �-_-oss_ --' O Pole �` / \ I --Obs, Ar z U - ` _ v w�guy '.I _p - - - // / - v / L I ,� QD - /�V v TMP 7A / _ - PY -' I 1 ' I LE AND I - � / ,-' - -- - I j // \\ J --` ---_I MINNI LE BEST- � / -_- - -_ _ t Slary I I 'I I --- Uj � V) -'L+F S_ ATE- , I - _ _ Fm 1 t Rock / I - - - - - --' D.B. 28 .453 I I a -0ss- _ -_ - --- - - b1776 I , \ I ')e EXISTING STRUCTURE --' D. 0 .264 I � _ _ - v - - II A \ LEI TO BE REMOVED tea, � - / _ --- I TMP 0-27 '- _ 099 C� -j Z N :R1 ,I LOT1A / - _ _- __ ' r ` -vv _ T P 0-26 I RES D NTIAL I I I ROGER SCHICKEDANTZ _ - - - _ _ _ _ _ - _ - ` _ _ _ - S' - I __ __ - - _ [- 1 EXISTING STRUCTURE 'O" \ J STE E L AND - - _, --f I ' D.B. 1244 P. 461 - TO BE REMOVED I I '1.'i\ I ' - \\ W H� 1 S - N PLED _ F I D.B. 629 P. 616 PLAT v / /' _ - - - _ C_ _ I - v LU '� .B. 1 7P.D I - ry D.B. 530 P. 164. PLAT yv vv ry -- __---------- 0ss___-oyo--- 11 I �, 11 v' \v D.B. 1 58 P. 88, 590 P 1 h\ , ZONE: R1 RESIDENTIAL _ _ - - I LL \ I \ \ / _ NOTE:EXISTINGOVERHEADLINESTOBE__ '�,/ \ I EXISTING AC SA20' \ (3 I ZON : 1 ESIDENTI I , \ \ \ I / -_-__- _ - - __._ - -' I. �\ EXISTING STAIRS TO '\ \ \ 1 / _,- _ RELOCATED UNDERGROUND AND THE " - t - ,-� L' SANITARY SEW ER I BE REMOVED I \\ / --- - -- ___ - - --'r - -'i - EASEMENT '/ Z i , / \ \. % II II I' - _ -- --__ ASSOCIATED POLES WILL BE REMOEXISTING MANAGED �. 'go ---' - ' \ I `� D.B.5328, PG.7o6 � � �4 I ----- EXISTING _- I j _ SLOPES - - GRAPHIC SCALR W _ _ _ _ _ ,' oce- P EXISTING VAR. WIDTH PUBLIC vDB. EXISTING PAINT --_ - - R v ' EXISTING DRAINAGE \ MON. EXISTING I EXISTING EDGE OF LIMITSOFPAVEMENT _ - - /, /- - I -_DRAINAGE EASEMENT p-� .56n - - GRAVEL --------- __ y ' r ` -__ \ I LINES TO BE ,/ - _-ons--REPLACEMENT/ - - I 'I so 0 25. 50 to zoo �/ 01- DRIVE 42ELMa5 _ STRUCTURE TO BE , i ROADSIDEDITCH REMOVED WITH PAVEMENT --Ong--' --' L. -L__ D.B. 5328, PG. 7o6 1 QI �_-__� 5sas5 Sse.I2a r ASPHA REMOVED Aproxlmale I I \ I I _ PAVEMENTOVERLAY _-- - EXISTING DRAINAGE - _ V) -\ _. oHe oery _ DRIVE Vv Publlc Service emt. I I 1 TURNLANE off' - - --- -FOR SOUTHBOUND ---- `- p' gt _ BE MARK IS 11 I N V OF -- _ �_ - r, - o.e.2zl P.3o ---_\ __I\ _ _IMPROVEMENTS - TO BE Lom OTTESVIL CIS �< FULL OF DEBRIS - rE` _ `� -� � \... rt--+ -� �-C----- r; �- --- LANE -- _ _ 7REMOV DRE _ - -- -- P Fse�eii _ STRTIO�NS 1015E ( IN FEET ) �.J _ \ 11NPIM�P_ - oHE °r,ni___ -. _.-:. -- -_. \ _ -- ___ ___ _ _ C _ _ -- _--_ - / g \,�„ _ N3882983340 _ _ --__ �. __-._- ".--'Y oe l _ - - I 1 II1CI1 = 50 [L. ---_ --_-\ �___--- .� - - -_ ______I _ ______ � __ _ Phone_ _________ Y/`/ 'p, yy'Jyee < E1 I32334.683� ' S5$.28 �e1.t vn \ ---- �-�... - I- - -- Pole 25'85L_ --- 01P 7`�---------------- --- - .EXISTING CURBING O ---- t, L_ _7 7-F,- _ ---- -- ---- - ---- = ------------------------ �ec.&Ph7ee - > ��E EVATION 527. 'TO BE REMOVED ~' ._t _ 'I , _ ______ _ - _ _ _ _ -_ __- -_ LU v' - _ _ _ -_ _ 7'W \318.98� _ _____ __-- ,__-_-________ ._.- _ _ / o_€_-v-> - °He -I__--- I _ 0U - 0 N - , - `° r,', : ° -- - - _ S33'3 '20"W 246:36' IF. E - - q" snn - - -_ _* _ Z v=i - ,- . I fi I' r r -+ T , x r_ ' "� �-. c '� SIGN. \•5¢ - - FULL -+ - - - `\ -_DEBRIS r ii ._ I-,.T;, _: ,7f -_-- +__- r''__sc- - _ \- _ _ - - _ - \ r,C6+.F - �,% ' I ��_ 1 - --_ S T ( -- _ ,/9 !,' 1i?'RBP-----_ ,; a --r_ -_ - i r , I-,:..i-1 11_ ,� -- __ - - _ _ - _ _ _ _ - 1- i riy "� -- 'x1-_, - _ __ _ _ _--- - U I- - / /r+ -' - ' - _ _ - - - - __ _ __ _ _ _ _ - - I r INV IN o _ _ . -�-- \ ---- , _ _ _. .. --- - -- ,_ , _ r '�. r t.:r e, ' ,i+i y -+'' U.S. RT.20 CO r ,_..' - y-r_: - - - ' ' kz2 _ \ ,e'[ v€ _ - - - __ -¢ L�LI / O-0HT OG) ' 552.7 \ MAILB�X \ o 0 0 - --- - - / / _ _ -.. - ' - � _ -_ - - -_ _�______ --_-.-___---- __ _ (80') S TTSVILLE ROAD (55 MPH) sa a LU JLL OF gEBRIS mm , �- N 8/G MAILBOX \ o / / /- - HWP6.1 PG.354 _ i az6wPc�rwT1 -- _ _ _ _ - v o MAILB X -- __ _ �1�-= --_ I- r _ �_ - _ - _ _ -�- y �s"� __ - U i�l_u p 0 ' _ o,F�1j°_�� _ FiN o-sse--- / - - M,IoeT oen _ W I� 1V OUT _549.6>' G i / 7j �' - 4 - - - \ / L TOP \ - _ INV OUT 55 9 7�'- TII __/ -.<` , --- -- MAILBOX- _ __ _ --__ _- r-_ - - -� _ - ___ 0 W / WALL f° o --- _ - � _. - onroeTv - - - !.. _�.. \.. Pal - -' _-- ---_-_ ,,-- - ..o _-----_ rlt ',L I' - _ � = / i / ,' 1 I m 4 to off aH_ -cn \ _- ___- __-_--"__-__-__ -__-� � Phf1�_- �- / Fr, IN-, - - "LIT ivIPoL801Tv1AIL`BQX- -_--- __-- _ _ �. _ _4..-___ --- _ _------------ --- Cl- In o E 0 J - - '�`O' 7- ------------- � = - 2.71 - - ---- - _ �Nv0UT 7�.' - - - JOB NO. I T P 90-2 E I r ;` ° Pr I ,VDH. A roximote -- _ - �i' - - - --- - -- - _ _ ------ -- --- E DIE LEE D ' r II i- \ MON. Vp PubPic Service E=rr;L , Aprox. 10' VEPCO Esmt. VDH. / ? - ---_ - !nb'z1-_ iiO�7 i�/ J_ �n < ., -_\ EXISTING MONK - - --- EXISTING DRAINAGE _szo--- 1pL157 MI LEE B ST -- r \ D.B.221 P.M5 w / , D.B.462 P.116 1 ` - - - - LIFE STA E - 1 D -- --I -. m NORTHBOUND LANE i \ D.B.288 P.80 EXISTING DRAINAGE _ -STRUCTURE TO BE I I JERRY LEE AND ° P 90-21 I T 90-21 F I I - TO REMAIN I " \ `\ I LIMITS OF PAVEMENT STRUCTURES AND - _T_-MP 90-21 H -''o ��1 REMOVED - - - - -- SCALE DE INnI I � TMP90-21H - - --- D.B. 3716 P. 243 a STE HEN B. HE RY ' WI BU R. AND EV L w I ' \ _ REPLACEMENT FOR ' DOROTHY B. HUNT -' - - 1u _ OI �M w `TMP90-19 '\ \ DOROTHYB.HUNT - �\ CULVERTS TO BE o,- AecEnas' -_ I D.B. 325 P. 367 PLAT I ""or D. . 2816 P. 7 ' I� - I - JULIAN P. BATTEN, JRI1 1 \\ \\ D.B. 3289 P. 68, 71 PLAT v q \,\ NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT I� o \ a\.25 - - _ - - - - - __ - S ZONE: RURAL .B.. 3767 P. 332 I, I D.B. 3 6, 3 PLAT / i IFFLETT I I 4 � ,-A ' D.B. 1717 P. 31 J zX-3 I \ -- I D.B 325 P. 367 PLA I 1 D.B. 19. P..718,720 P).AT I I 3 D.B. 1717 P 33 / \ '--D.B, 1717 P. 31 ,e Nmpo \ CROSSING o \ \ _ -s'Gw SHEET NO. a I ZONE' L II _ 1 D.B. 1350 P. 226, 227 PLAT ,o - --- - - I NE: RURAL I '-- \ D.B. 1350 P 226 227 PLAT r D.B. 1350 P. 226, 227 PLAT �.''Avy\ -`' , ' m \ P° o-- _ - - -- - 2 s' . I '~ I ' / I o ZONE:RURAL ZONE:RURAL - _ � � ,P � 1 I ZONE: RURAL a -- _ -__ - -- LOT LOTAREA BUILDABLE LOT LOT AREA BUILDABLE �rrcurLrNtuS A�rrIHLI rHlrvvHr, L� - -- VIII / HV I OT L T OT _J OT \\�� �N1111 n v III NUMBER SF AREA SF NUMBER SF AREA SF I NOTE: RETAINING WALLS SHALL SEE ASPHALT DETAIL ON SHEET 10. 2i MAINTENANCE EASEMENT I m ; 1 2,864 1,518 51 1,824 1,388 REQUIRE BUILDING PERMITS 22 \ I I I O I\ I C" Lu LOT L ly I I PROPOSED 6' 2 2,006 1,263 52 1,797 1,358 \ 53 _ 5 5 3 1,571 978 53 2,128 1,310 w/ HANDRAILS - SEE GRADING SHEETS FOR 4° \ LOT 2 w 1 50 PLANTING STRIP PROPOSED SEGMENTED RETAINING WALL LQ'j' I I T I � � II I r IW yl a� o LOT LOT 6 55 M CHL E -SEE HET I NI 4 1,552 960 54 4,300 3,028 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) � r � \ LOT 5 5 \ I I I I II II I I I I I I II �V, f• I � III J I,- �7 49 I r I _ NO PARKING 5 2,700 1,366 SS 3,326 2,686 1 SPEED LIMIT SIGN 6 2,654 1,321 56 4,060 2,840 LL I ' /' - - , - OT 58 I III w I_ - p0 - - - I SIGN (TYP) t ij �I LOT 16 ~ " 7 1,853 1,113 57 4,091 2,871 8 1,465 873 58 3,355 2,714 w ti \ LOT 59 L ONT _ _ . _' STREET L I '�-� I I-- CK _ - II _OP , 60 - - - - SIGN P ' _ - -- z zz' z8' �) ` LIMITS OF PUBLIC ROAD R/W 9 1,450 858 59 4,217 2,992 I Z I � � :� � I I I _ - - z I � 10 2,459 1,182 60 4,228 3,009 I 1 b� i' �d �� �I - '� �� 23' 1' 9 LOT o I a _26, I b ti`' \ II n 4 1 11 2,436 1,159 61 3,393 2,753 Z7 12 1,773 1,033 62 3,447 2,806 C a 61 I,, O , -- 1 PROPOSED L _ _ _ CG-6 (TYP) - 0. V r _ - N ---J \ 3oPROO EED 0' WIAA (- 13 1,421 836 63 5,218 3,745 p 14 1,422 830 64 4,710 3,424 z 1y LOT 1 Y 51z'R PROPOSED STOP BAR (TYP.) 15 2,749 1,094 65 3,654 3,016 I I ' _ TWA T STREET EASEMENT 16 2,846 1,134 66 3,380 2,737 n 1 ,' 62 �o� ti' . _ L SEAL PUB TREE 4 z, Is �i 17 1,770 1 1,030 67 1 3,854 2,688 STREET SIGN (TYP) - S i8 1,416 824 68 3,841 2,676 �'. LOT 3ti"^ /' 3z, - --- 3z' 3Z'ml N1 19 1,770 1,030 69 3,241 2,600 I j \ 3 �o� g F1]5 1 0) 20 1,416 824 70 3,245 2,605 I IPROPOSED3' DECORATIVE WALL yQ/ = ` 21- z3- (TYP.) \ I a b I L (NOTE: WALLS 3' IN HEIGHT OR LESS DO \ - 1 21 1,770 1,030 71 4,308 3,026 R - T' I NOT REQUIRE RETAINING WALL PLANS) �' / � 66' , I a._ � 4�'-i I STOP SIGN (TYP. 1• I LOT r I •,I 22 2,301 1,081 72 4,582 2,970 Y % PROPOSED 6' -PROPOSED G LANDSCAPING II I z o °i I 1 23 2,301 1,081 73 3,383 2,743 I S� ! i -i PLANTING STRIP AND MAINTENANCE EASEMENT PROPOSED 14 L i PR606SED6 ; 24 1,770 1,030 74 3,364 2,724 - e \ \ CG-1z (TYP.) 66' PLANTING STRIP / I LOT 25 1,416 824 75 4,376 3,169 I -- --_T9 H A j '�1 PROPOSED 5 0 m o 18 i -----___-\ CONCRETE,SIDEWALK I z 13 L 26 1,416 824 76 4,458 3,389 b I I o I I I - FCFC I 27 1,770 1,030 77 3,732 3,090 of I i PROPOSED CG-96 ENTRANCE (TYP.) \ LOT LOT h / / -0 66" LJJ m I I LOT �. LOT LOT "I LOT � 28 3,728 1,823 78 3,627 2,984 SEE DETAIL, SHEET io. 82 83 I I " J j.l NO PARKING: ?^ 80 $1 12 29 2,210 1,342 79 4,084 3,012 I I 64 LOT Q � 1 SIGN (TYP) : zo I\ I I I I I I 30 1,792 1,351 80 4,016 2,874 I I , y / 79 - - - - LOT 66 r j 31 1,798 1,357 81 3,384 2,742 ! I II - io I I j NO PARKING �y 32 1,852 1,409 82 3,377 2,736 Z o LOT a - - - - ------------------ SIGN (TYP) 11 L 00I, 33 2,947 1,828 83 4,665 3,002 j ry I LOT 8 --- - - - 42' I o 34 3,082 1,874 84 2,156 1,312 m I 1 = ° 7 3z, 3� _ - I --- 66'-------J 65 M" ti$ 36' I- 1 W 35 1,764 1,323 85 1,281 961 I ' �'%( w Z -- SIDE SETBACK uj 36 1,715 1,274 86 1,282 962 PROPOSED WALL MAINTENANCE EASEMENT / 1. LOT III 37 1,713 1,272 87 1,605 1,204 I 1 :Los, a l tp��' ---- ----- \ jo LOT 38 2,854 1,902 88 2,176 1,303 PROPOSED 6' ]] 5 / ----- `� m h X 10 L 39 3,001 2,042 89 2,170 1,328 m I LOT PLANTING STRIP LOT 1oB / -.- I CL h C 4o is41 1,396 90 1,609 1,209 I I 66 % 76 PROPOSED ,- --- _ ,� �1 LOT 68 F N i i ,' SWM FACILITY �J 41 1,790 1,3SO 91 1,288 968 �'� ' _, 9 `� PROPOSED VAR. WIDTH LANDSCAPING - -_ ID 8' ?� AND MAINTENANCE EASEMENT i� ®1-- -\ _•- *._,\4\ e/ Im �I LOT 6g L 44 1,875 1,434 94 2,178 1, I I LOT N CONCRETE SIDEW ' '+ - r' 43 2,508 1,601 93 1,612 1,212 1 PROPOSED 5 I / PROPOSED 5 IN 8 L ALK 9�S ` 31 / 45 1,848 1,408 95 2,182 1,337 j I 67 I /OF FpQ9C\ wRO PROPOSED SEGMENTED E GRADING SHEETWALL S FOR CONCRETE SIDEWALK. % O _ j "i LOT 70 Q o 3c 46 1,869 1,428 96 1,618 1,217 / I1 Q0 " 47 2,474 1573 97 1,296 974 i - _ _ _ �7,� FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / I ] F r--- ---_ - - PROPOSED6' L 48 2,383 1,494 98 1,297 975 -WJ_I- - - _----101 I I I \``. ' PLANTING STRIP �I I i LL 49 1798 1358 99 1,623 1,226 II �I------- -47 --- W I Im PROPOSED CG- B ENTRANCE TYP.) °NI , LOT 50 1,805 1,365 100 2,117 1,325 9 ( z , LC)Tm =BLOCK D >_ 6 o v SEE DETAIL, SHEET 1o. �J -"-•-. _,_,_,_"_"-,_"_, _,-„_,_,_.�' �1 I Ib Z LOT E/p E/P 75 4.16 AC QII 00 f------ MLLI I -' 97' " 7 68 - :: 2 1 Z m z NOTE: RETAINING WALLS SHALL OPEN SPACE J h� = I -� TMP 90-27B 4z - Q e rv1 LOT YI REQUIRE BUILDING PERMITS tiQ a I ^ STEVEN W. AND BETTY C. JOHNSON v - ul (1.00 ACRES) H LOT a " D.B. 1026 P. 715 ry �I 97 �' 4 m M o } D.B. 629 P. 616 PLAT L z QI R1W R/W 74 HI ii �I An 5 L r ¢I LOT m I wl NOTE: SPEED LIMIT SIGNS WILL BE NOTE: SEE FINAL SITE PLAN FOR DETAIL j oI 69 w m a 97 �I REQUIRED TO BE INSTALLED UPON PROPOSED SIGHT i /� T ob LOT 74 n REVIEW DURING CONSTRUCTION / 1 II "� io OF LANDSCAPING/FENCE BUFFER AREA I F "I �I I BY VDOT TRAFFIC ENGINEERING DISTANCE EASEMENT 11(TYP. L ' z 4 17� I I M _ I C) '-, of I LOTL E/P-E 97 �i LOT I m l C6 6 (TYP) " I LOT Y 8 73 I PROPOSED LOCATION OF MAILBOX KIOSK 3 [7S' L m I 70 m I 9 FOR CENTRAL MAILBOX LOCATION 76 - NO PARKING b I - - -- - - STREET LOT PROPOSED 6' PROPOSED SIGN (TYP) "I LOT ° - - - - - CONCRETE SIDEWALK (TYP) 72 NO PARKING CG-12 (TYP.) 2 L I SIGN (TYP) °° �� II m PROPOSED STREET �� 79 STOP PROPOSED 5' a CG-6 (TYP) SIGN (TYP) o LOT PROPOSED 5' LANDSCAPING I LOT SIGN (TYP.) j CONCRETE SIDEWALK SPEED LIMIT SIG AND MAINTENANCE EASEMENT b of - ° L " .' j 71 PROPOSED m dt)ig �' IMITSOFPUBLIC ROAD R/W • ---------------J OPEN SPACE G CG-12(TYP.) - --- - 86' --- ---- / - Bs _ ` �0 �¢ 9' / / Ns STOP OPEN SPACE E (0.10 ACRES) 1 I I---87--- -- 11 ti`s 9-1 -•--- --------- SR - ------ - ST - 16 TYP) ��� SIGN (TYP.) 0.02ACRE5� GTI- T DISTANT-E PROPOSED VDOTSTD, BARRICADE ,- u =Z2g --- _ _ 3oo'R w ! - - - - w W " LL _� - - BERWYN LANE " sroP 600'R -" a PROPOSED 6 WIDTH LANDSCAPING m PROPOSED VAR. WIDTH PRIVATE STREET EASEMENT SIGN (TYP.) �. w AND MAINTENANCE EASEMENT I 1-'' --- • -- -- -- - - - -- _• ___ - --s- -- �' - -- -- -- zZ 16 16'_ 20'_ 20' ?7' 26' 16`_ 6 1_ zo' 26 261 20' _16' 16' 20' 26 PROPOSED CG-9A ENTRANCE (TYP.) _ _. PROPOSED - 1 3. Z 16' 1 ._ .. 16' _ Z ?3 NO PARKING C j ' ETBAC 50 ,TE STIR ET AS ME T O - GRAPHIC SCALE 1 inch = 30 fL I NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS PROPOSED GUARDRAIL I TRANSITION FROM CG-6 CURB ~TO ROLL -FACE CURBING I PROPOSED - - - - �_CG-z (TYP) SEE SHEETio FOR ROLL-TOP CURB ENTRANCE DETAIL Lic. No. 035791,E 08/24/20 ,1SIONAL E�Gl� z TMP 90-35 IPOSED 30' PRIVATE DUANE E. AND ROWENA M. SN Z 0 a 2: c p EY EASEMENT D.B. 702 P. 792 O F D.B. 657 P. 234 PLAT u cu u < i NOTE: RETAINING WALLS SHALL - - - - - - - - w ¢ REQUIRE BUILDING PERMITS H Z w o a < > U)z .. w c PROPOSED SEGMENTED RETAINING WALLS w J) W/ HANDRAILS- SEE GRADING SHEETS FOR W °C w ` FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) /�/ CC L TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) NO PARKING SIGN (TYP) ;HT DISTANCE=s7o' 'ROPOSED GUARDRAIL DROLL -FACE CURBING _ FOR DRIVEWAY ACCESS 0 PROPOSED CG-2 (TYP) ROPOSED WALL MAINTENANCE EASEMENT TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) I SEE SHEET 10 FOR ROLL-TOP CURB ENTRANCE DETAIL RANSITION FROM CG-6 CURB O ROLL -FACE CURBING ■ SPEED LIMIT SIGN -PROPOSED GUARI NO PARKING SIGN (TYP) L CG-1z (TYP.) I TYP.) SIGN (TYP) SEE DETAIL, SHEET1o. (TYP:) (TYP:) TYP- ( ) III I PROPOSED 5' PROPOSED 5' 1 % IMITS OF PUBLIC ROAD R/W SPEED LIMIT SIGN .� `� PROPOSED 6' CONCRETE SIDEWALK- L J L L J L - J L - I T - J J L_ J L CONCRETE SIDEWALK PROPOSED CG- IA ENTRANCE TYP SEE DETAIL SHEET10- J t� / - - - - - - - - - - IXIn 0 � 9 ^I (TYP.) a !� - NOTE: SEE FINAL SITE PLAN FOR DETAIL OF I h r r `^ F ^ ^I m 3a �' F STREET CONCRETE SIDEWALK / _ _ Y rl��---------------- ---- LANDSCAPING INOPEN SPACEBUFFERAREAS Q iv/. SIGN (TYP) I LOT m LOT %PROPOSED LOT LOT LOT LOT LOT 1 LOT LOT LOT LOT LOT 1 LOT LOT LOT LOT LOT g 86 88 8 0 1 2 LA 98 �� CG-1z (TYP.) 4 8 94 w 6 97 100 NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-6 CURB THROUGH TMP 90-27 5 87 9 9 9 9 93 95 9 99 36' / _ /, NTERSECTIONANDTIE-IN '�/� THE 8' ASPHALT SHARED USE PATH AS �/G PROPOSED SIGHT O AC WITH EXISTING PAVEMENT LOT 1A F/ PART OF THE LANDSCAPING PERMIT ROGERSCHICKEDANTZ j ---- --- - -- --- -- - ---- --- - --- ^ --------- --- ---- ---- o j� DISTANCE EASEMENT 56 III D.B. 1244 P.461 1 1 z ' - 10' RE R SETB' C " 6y' OPEN SPACE A 7 _a 16' zo' zo z6' 16 16' zo' z6' z6' zo' 16' 16' zo' ' z3' R/ R PROPOSED 5' ■1 7 D.B. 629 P. 616 PLAT y CONCRETE SIDEWALK I _ � _ I I 0 06 ACRES PROPOSED 6' LANDSCAPING _ D.B. 530 P. 164 PLAT AND MAINTENANCE EASEMENT b p ( SPEED LIMIT SIGN PROPOSED 10' LANDSCAPING PROPOSED 6' AND MAINTENANCE EASEMENT NOTE: AREA TO BE DEDICATED NOTE: SPRING HILL HOA SHALL MAINTAIN OPEN SPACE F NOTE: SEE FINAL SITE PLAN FOR DETAIL PLANTING STRIP I I TO VDOT WITH A FINAL ' THE 8' ASPHALT SHARED USE PATH AS (0.63 ACRES) OF LANDSCAPING/FENCE BUFFER AREA I ROPOSED PUBLIC ROAD R/W I (SUBDIVISION PLAT PROPOSED PART OFTHELANDSCAPING PERL IMIT CjLOCK B - ------- -------------- -I L PROPOSED STOP BAR (TYP.) STREET SIGN (TYP) i I ` - SWM FACILITY- - � - -- - - - - - - - - _ - ' pn -: PROPOSED 61 - --1-35AC - - - - - -- - - - -- - _ _ _\- - _ _ _ PLANTING STRIP j i -- - PROPOSED 8' ASPHALT NOTE: SEE SHEETS FOR DESIGN STOP SIGN (TYP.) ■ 4 `PROPOSED - _ PROPOSED �+PROPOSED _ PROPOSED 111 SHARED USE PATH OF THE ROUTE zo IMPROVEMENTS sCG-12 (TYP SHARED USE PATH PLANTING STRIP / - - - _ CG-6 (TYP) _ _ ----------- - -� - ------____ --- ---------------------- SIGHTDISTANCE=665' - - --- "� - ---- PROPOSED ___ CG-6(TYP) __ �. /------- U.S. RT 20 (80) SCOTTSVILLE ROAD / (55 MPH) ----- ---- SIGHT HWPB.1 PG.354 _ 411111111 -----Dl - DISTANCE_66�-_ ---- --------------- - - ---------- ,? 1 _ - - ----------- - - - - - - - - - - - - - - - �i XISTING PROPERTY BOUNDARY ---- ❑ ------ -- El ------- - - - - - - - - - -- MAILBOX -- ♦ Mo. MAILB X - y U) GIN ❑ o MAILBOX / --- ° - - - MAILBOX o-- - - - - - C INV IN MAILBOX TIE-IN CG-6 CURB TO EXISTING CURB - MATCH EXISTING GRADE BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 N 3882993.340 E 11482334,683 ELEVATION 527.7± J ' 0 inc a n. a 0 z g lu F W l 1 Zz M I' Lu ti co - co m N z M Q W CD W" � > O z LLI J_ J mmmff�: > Q co z z w IL L9 I­ p I z - W ~ U O Wi J Y J QLLJI L H\� ul U) J W I --I z� - z JLu�c J Q C) 0C) CV u I w U) JOB NO. 182157 SCALE 11' _ 301 SHEET NO. 3 p AR�FN �R/v, I / I / / I ' ' I HETIE"IN PROPOSED \ r r G-6 TO EXI STI N G CURB AT ENTRANCE \ PROPOSED lo' ASPHALT .' NOTE: AREA TO BE DEDICATED TO VDOT -00 \ SHARED USE PATH /'l %/ i WITH A FINAL SUBDIVISION PLAT ' NOTE: RETAINING WALLS SHALL \ / / REQUIRE BUILDING PERMITS / 1, PROPOSED SEGMENTED RETAIN INGWALLS % NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR THE 1o' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) OPEN SPACE PART OF THE LANDSCAPING PERMIT // (0.54 ACRES) — / r / ----ioR'EARSETB2' z' 8' I PROPOSED 6' , OPOSED WALL MAINTENANCE EASEMEl \ PLANTING STRIP 29 r TMP 90-33 / , �ti� \ vv LOT LOT LOT Il LOT JEANNETTE D. SMITH // /' LOT II 7a O 9 �r D.B. 4254, PG.118 6Q /r / i % 1 32 1 I111 NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LOT \Ili °D �II� LANDSCAPING IN OPEN SPACE/BUFFER AREAS PROPOSED CG-9B ENTRANCE (TYP.) II / / ♦ -O V� r' 'r i / \ LOT 34 SEE DETAIL, SHEET io. _ NO PARKING I I� '� • LIMITS OF PROPOSED PRIVATE BLOCK E,- - - 1.27 AC, ry \ LOT 3 `�`9' % SIGN (TYP) i -� -" I p STREET EASEMENT / 19 36 ` �� �ry z s o NOTE: AREA TO BE DEDICATED TO VDOT — — 21' TMP 90-35A1 _ _ 2 S� ANG HOLDINGS, LLO WITH A FINAL SUBDIVISION PLAT / _ _ _ _ _ 3 \ 6 \ m D.B. 1026 P. 715 LOT D.B. 657 P. 234 PLAT ' STOP r / LOT LOT II LOT LOT ° \ \\ 3 PRoposeD s' i �?aj , SIGN (TYP.) /' • u `CONCRETE SIDEWALK " / PROPOSED 5' I 41 0 39 � \ � � 1 CONCRETE SIDEWALK I I I 4 1 � A� -� � � � ` �� � ��/ 4� � � ROPOSED GUARDRAIL r / NI - - \ \ vR PROPOSED NO PARKING o, w 80 _ JPRC�P`'� TRANSITION FROM CG-6 CURB LoO� �� CG-lz TYP.) r II - 05�R�0 A--------� - TO ROLL -FACE CURBING ( ' SIGN (TYP) I ^ 1 \ r,kO O '( �� I - I I I V A \ �, /PROPOSED 6' PLANTING STRIP • _ �3 e e O / PROPOSED6'I �O �S LOT / / a PLANTING STRIP x 28 / EXISTING PROPERTY BOUNDARY / \ _ _ PROPOSED 6' �/ `�P W 5 N SPEED LIMIT SIGN / - PROPOSED - - --- z PLANTING STRIP W OPEN SPACE B CG-6 (TYPE 29` �� v R y �. PROPOSED 6'. PROPOSED' STOP\ SIDEWALK I LOT f CG-6 (TYP) / ` \ l - - I _ SIGN (TYP.) 9 2] Vl (0.09 ACRES) Lu / NO PARKING ' PROPOSED 5' L 00� / STREET DAUPHIN CONCRETE SIDEWALK _ V '/U SIGN (TYP) � LOT ' Q pnpncFn \A/Al I MAINTFNANfF FACFMFNIT / SIGN(TYP) �2, - — DRIVE - - - � ii s N `o r ROPOSED VAR. WIDTH PUBLIC STREETp 25 r _ � PROPOSED PUBLIC R/W 4SF 3 • ,. ,e �,. .� .e w C ,/ ry LOT PROPOSED PAVED TURN LANE ALONG AVON STREET EXTENDED 43 j z i8, --- 2 - -__ y `�•.• / PROPOSED10PROPOSED 'ASPHALT LOT (TYP.) SHARED USE PATH i ti 6' 44 PLANTING STRIP PROPOSED ASPHALT) / PROPOSED CG- ENTRANCE (TYP.) NO PARKING \\ EDGE OF PAVEME j o LOT / B SEE DETAIL, SHEET 3.o. SIGN (TYP), ` �% �6 y �r5 y PROPOSED % r 011e CONCRETE SIDEWALK / OPEN SPACE H LOT OPENNSPACE / rJ' / i I ao I LOT LOT LOT r� •\ r 6 0.83 ACRES � -\ ( ) 0.21 ACRES NOTE: SEE FINAL SITE PLAN FOR DETAIL Fq� 1 �I 47 ( ) r' / OF LANDSCAPING/FENCE BUFFER AREA I I �`�?' S % ro 48 49 BLOCK G ,Fre�� / 0, PROPOSED SEGMENTED RETAINING WALL � I -L.47 AC / PROPOSED WALL MAINTENANCE EASEMENT I w/ HANDRAILS- SEE GRADING SHEETS FOR PROPOSED VAR. WIDTH - y6, / PROPOSED io' ACCESS & FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) SWM EASEMENT / MAINTENANCE EASEMENT_ +PROPOSED SIGHT � PROPOSED , � _ 32 DISTANCE EASEMENT 32 1a' y\ i SWM FACILITY, — — _2�' ` 22' 000 - SETBACK 361 LQ6K - - - - io ��A PROPOSEDS'ASPHALTPATHWAY zz _-- _ - - PROPOSED lo' ACCESS & 0,.75 A I I NOTE: RETAINING WALLS SHALL -- SEE ASPHALT DETAIL ON SHEET lo. MAINTENANCE EASEMENT �', REQUIRE BUILDING PERMITS � zi '' \ II I OT LOT OT OT I I T LOT 53 52 51 `� o PROPOSED SEGMENTED RETAINING WALL LOT _ w/ HANDRAILS - SEE GRADING SHEETS FOR 40 \ LOT 6 5 55 5 TC I LIN A S ES EET3 II G0 FINAL WALL HEIGHTS AND DIMENSIONS (TYPJ� \ LOT 57 I II I Ex I ULI I 49 I � --.,� OT 58— I _ 59 \ w-- I � ''� `0N. � I I __- --, . o - - . • � i ,' LOT � _�v —� - ° C a 61 �,A, ( ' PROPOSED Y� CG-6 (TYP) I Z I LOT � .' -� ' - � -. Slz'R PROPOSED STOP J / 62��°� - 1 63 3ti / 32 32'- _ 3 1 (PROPOSED 3' DECORATIVE WALL yQ / / NOTE: WALLS YIN HEIGHT OR LESS DO NOT REQUIRE RETAINING WALL PLANS) ry / I+� i S SS i _I PROPOSED 6' PROPOSED 6' LANDSCAPING j PROPOSED 6' STRIP AND MAINTENANCE EASEMENT \ r_r_HPLAN�iSTRIP / 3y: ' \PLANTING PROPOSED 5' 10 rn CONCRETE SIDEWALK Im ° LOT LOT U' / PROPOSED CG-gB ENTRANCE (TYP.) /// SEE DETAIL, SHEET �1. �\� LOT LOT lo. 82 -I 64 �� NO PARKING'. LOT 8o 8i SIGN (TYP) N a I i >1 STREET 1 26 L SIGN (TYP) I BLOCKp C f I r I a PROPOSED 3.39 V` ) LOT CG-12 (TYP.) OPEN SPACED 25 x I (0.19 ACRES) .� x • : I I PROPOSEDU SR PLANTING STRIP •' �4 L w j PROPOSED 5' CONCRETE SIDEWALK LOT li 23 ° °' PROPOSED ' I- L N' �o CG-6(TYP)" 'I - 5'SIDESETIB4 K -- } ry LOT <LII T 22 L w - � w 11 LOT b I- �30 160 a/ \ 21 2 .t �I LOT °� I 20 LOT 19 \ \\ ¢ L y \\ L I ,,: y\1 PROPOSED 6' PLANTING STRIP \ U L� l� of LOT L •41 1Q n I I NO P INIG 4 \ I6 I SPEED LIMITj Nw - I SIGN (TYP) } ij. -a0l LOT 16 " STREET SIGN (TYP)\ STOP SIGN (TYP.) L _LIMITS OF PUBLIC ROAD R/W wL -- -- 30' LOYOLA WAY' BAR (TYP. - -� \\ = PROPOSED 30' PRIVATI$ _ I STREET EASEMENT r STREET SIGN (TYP) 9 I LOT r 1 !' \'\I 11 " d a �5 L I TOP SIGN (TYP.) 2 of LOT 66 .I II PROPOSED E/p E/p 14 L CG-12 (TYP_)( LOT 'DI 66' 18' I � LOT j h F/C F/C 66' LLII NI LOT l 83 N u I II 1 I 12 L o I Q _SEE SHEETio FOR ROLL-TOP CURB ENTRANCE DETAIL NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EASEMENT _ROLL -FACE CURBING FOR DRIVEWAY ACCESS TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT ^DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) I DISTANCE=a7o' PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS- SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS _TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING I PROPOSED - - - - �CG-z (TYP) SEE SHEET 10FOR ROLL-TOP GRAPHIC SCALE CURB ENTRANCE DETAIL ( IN I Lsr ) )POSED3o'PRIVATE I inch = :',0 II. TMP 90-35 EY EASEMENT DUANE E. AND ROWENA M. SNO\ D.B. 702 P. 792 NOTE: RETAINING WALLS SHALL - D.B. 657 P. 234 PLAT REQUIRE BUILDING PERMITS PROPOSED SEGMENTED RETAINING WALLS _w/ I-IAl All C - CFF rPAnIN4 CNFFTC Fnp Lic. No. 035791 SS`'08/24/20 � ,1 IONAL E�Gl r F z E ZZ w 0 a ccm -OU JCC U) \ L V/ z > j w c to c wLU - li L ' 1 0 lu F 00 l 1 lam° MIN Lu Z� ti co co m N c z coNt Q CD W N W (V 0 > O z LJ lm- ­J J — > Q co z z w LL 0 w U a o W I J < w � a i— ul (/) J W ~� Lu — C z J LuLu �c J CD O O (N w a U) JOB NO. 182157 SCALE 111 _ 301 SHEET NO. 4 p TH Li TMP 90-27 , 6 LOT 1A. I - Soo ROGER SCHICKEDANTZ - - 1 - 554 - - - - -SCOTT - - - - - - R. O LINS7 D.B. 1244 P. 461 52 U Lic. No. 035791 I D:B. 629 P. 616 PLAT - d L• , : •� , • . ��o�� 06/16/20 - I D.B. 530 P. 164 PLAT - o C`���� \ _ _ - _ 5so S'S10NAL 1�4 ECG CONTRACTOR SHALL RECONSTRUCT nm � \I ew o ----- --- - - - - - - CONCRETE STEP O NEIGHBORING PARCEL I O S T I 6+00 -- - PROPOSED NEW THROUGH 8'CONCRETE , 7+op LANES AND TURN LANES SIDEWALK' - - - CG-6 CURB (TYP.) !--------o - -- SS -- - SIGN o - - ❑ \ \ - - 8+00 - - \ \ s __ - - -L - - sd 550 548 - - - - - - _ MAILBOX - - - I\ -- - -_ _ ---- 9+00 ----_- - - _ - - - - - - - 550 — — — — — 10+00 __ - _ - - ---_-.. -_ 720 ___ -:--_ G� -. _ ..., 12+00 - _ \ �❑ MAILBOX ------- - - - O O TMP 90-21G - - - THE RECTOR AND VISITORS -p�—> / - - / - - - --_ --1, _- _ - -------------- �3+p p \ z z p OF THE UNIVERSITY OF VIRGINIA D.B. P.279 _ -�' \ - - \ MAILBOX\ tr-----------I----------I zoo'TAPER ---Q -------�Z- o a w � w � B X1 HWPB XI P. 75 I � - _ � " - o ❑ SIGN s ,as as - - - - - MAILBOX ❑ / _ - - -----MAILB X _ _ - - - 8 8 z z \ - _ _ __ _ _? U U u _ _ \ EXISTING EDGE _ OF PAVEMENT -- _ - 550 --- < - 2 (A w p z m < Q Q w 0Q w w a a TMP - - - - - - - ya. - - - - - - - - - - ` m z In In m m m 0-21 E LOT I EDDI )LEE AND TM 90-21 D O LIMITS OF MILL & OVERLAY / W W > > < I MINN E LEE BEST LI JE RY LEE AND E ESTATE D BORAH B. BET I I I TM 90-218 I � SEE DETAIL, SHEET 10 a cl�< a oc a D.B. 716 P. 243 D.B. 32 367 PLA D. . 3767 P. 332 D.B. LAT B) I I ST HEN TMP 91-19 Lu L I I I B. HENR D.B 2816 P. 287 LO'TMP 9 -21F D.B )) JULIAN P. BATTEN, JR. D.B. 1717 P. 338 P. 36, 37 LAT WIL R R. AND EVA .SHIFFLETT I 33 D.B. 1350 P. 226, 227 PLAT Lu Lu Lu I D.B. 1 34 P. 718, 720 T I I I EXTEND CG-6 CURB THROUGH INTERSECTION 3.11 AND TI-IN WITH EXISTING PAVEMENT -' / TIE-IN CG 6 C -- - -- - + - - I p .Y PROPOSED / / 0 w / / - - __ w - TO EXISTING CURB m o i o / m- 'STREET SIGN/ / - o - - MATCH EXISTING GRADE w Frlj a C) C -" ° - v..- IT" / I -PROPOSED / / - CD EMERGENCY BYPASS ----------- _ - I- N CG-12 (TYP.) / ------- -- _ BENCH MARK IS .+ 0 0 -- CHARLOTTESVIL S O 106 _-i 112 - - _ °�=ROUSE`51RLNE Q PROPOSED J PROPOSED 8' - - �- - - - - TION 105 \ 38�2%Z.340 CONCRETE SIDEWALK v I N v 48 _ Lu �' 44 � 5 - STOP SIGN - Zp5 4 102 L - -E 11482334 "&- - - ELEVATION 527.7± ,�, - 9S IIx „oa 84� w, g6 _ -- --- -G- --103 ------s -_ �� - --- --- -- --- -- - - -- 0- 0 -_ ---- Z CG-6 CURB - - - -- _ - - M 15+00 o - a U.S. RT-2U9' 16+o0 U'- SCOTTSVI LE R fl 55 PH_ -- (TYP.)" -_ - s, ---- --- o - = - - co N Q - - N 200'TURN LANE - ♦ - ----- -H PBA PG.35 - -_ -=-18+00_ -- 19+00 - _ 30 S•26,--: - - - _- - - - -- - S -N�Z 101 ---{. ----_ __--- :., _ --`` 530- - --- _ \ M -- --------- - \ - ----_- SIGHT DISTANCE=665� s -- Q _ ♦ -~ Z ♦ / _-.. 1�, _- - 3 -- - 530 1oo'TAPER o N L 'XUR A z1+oo oSIGN-_ - - _ - - - - - - - �MAILBCZX \ / - -- I �, - - - - - _ - ---- -- MAILBOX - 1 - rA� ER - - -- -- _ - - - - - - - - - -- / / J o _, - - _ - - -- MAILBOX _ __22+pp _ _ _ -� / N Q - - - - _ � � �,� _ _ _ _ - - � —7- -0- - - �� I �I_ -- -- __ _ PROPOSED NEW THROUGH - - - - LANES AND TURN LANES - - - - -- -� - -----__- m - -- --- -Szo - -- - - w-= S,�z > lI� LIMITS OF MILL & OVERLAY —r _ _ - �- -- - - - - - - - - - - + 3 oo � _ _ _ _ SEE DETAIL, SHEET 10 j \ LIMITS OF MILL &OVERLAY SEE DETAIL, SHEET _ - - \ - _ � J z 10 - - _ - _ - _ _ m J Lu I \ EXISTING EDGE OF PAVEMENT 520 - -- 7zo' �', i Q C G TMP \ / TMP 90-21 H i - _ -� , w z W I � I THY DQROTHY B. HUNT D.B. 3289 P. 68 71 PLAT D.B. 1i1Z P. 31 I \ 1 � \ DOROTHY B. HUNT D.B. 3289 P. 68, 71 PLAT // \ -- _ _ -__ / \ \ I / l _ _ - _ - 5zo - _ - - U_ - _ Q - 5zo - - -- _ LL O i D.B. 1350 P�26, 227 PLAT \ � - ~ D.B. 1350 P. 226, 227 PLAT I / \ / ' I w < LLil / - 1 U Q GRAPHIC SCALE ° — - - - J Q - I TMP 90-35P W O 3° 5 '° 6° z° -- - _ - -- - - 530 - \ \ ' BETTY LEE PROPERTIES, LLC IN FEET) _ -� - - - m - - - - - - - - ) \ \ \ D.B. 4195 P. 182 ' D.B. 976 P. 474 477 PLAT D.B. 928 P. 237 PLAT i- U) 0 N - _ —I1 1 inch. = 30 IL. -- Z — — S1GNo 4p- Lu .�?�3+op_ - _2 SIGN\��� v, �,� — — _ — Sap — — — — 720 LLI -- — — -SZO= 520 _ _ �— > 520 -� / �5+pp SIGNo _ - / - — — - - - - - - M1[ \� O - -- 27+00 -�_ -- --- TMP91-18 /% -- WENDELL W. WOOD - _ -_ _-_ - - - - - - - _ _ b D.B. 1727 P. 674, 677 PLAT - - - D.B. 1707 P. 582 -- D.B. 1571 P. 245, 246 PLAT - _ -- - - - - ------- ---- - ---_ - '-� _ - - - - w D.B. 288 P. 347 COMM. OF VA _ _ - _ - - -- - -- JOB No. D.6.279 P.493 PLAT - 182157 SCALE SHEET NO. 5 LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 -_ LOT 5 I LOT 55 I � _ / LOT 57 1 '� ATC' LIN - SE ISH T7 LOT OT 5 PROPOSED VAR. WIDTH ACSA V �T OT60 UTILITY EASEMENT (TYPJ'� -- - ---I - - - I LOT — — - - 61 / LOT \ \ l 15 So z6+oo I I I U-r- m 62 v A e Lp I \ — LOT 63 i I i T 52 D.IPROPOSED WATERLINE / \ PROPOSED WATER I PROPOS D 8"IN-LINE G.Y. - - - SERVICE LATERAL (TYP.) I R.V. - - PROPOSED FIRE HYDRANT rr-------------�.� o MBLY 8 ' ROPOSED A i IF 7 I - --___ � o ��s ASSEMBLY WITH "x6"TEE LOT I LOT , LOT v _ LOT I \ 0 LOT � � I _ - �, i �82 83 I 64 MH ��� �' ` LOT �I 80 81 ' SED VAR. WIDTH APROPOSED SANITARY 79 PROPOCSA ' •� -\ I I UTILITY EASEMENT (TYP.) j EWER LATERAL (TYP.) `, I ' LOT —— %I LOT 78 --- ----- —___ -- _ _ j� — I / I _ o 65 /j LOT 77 - 1 LOT �� ' /' // 1 \ LOT TMP 90-27B I 66 PROPOSED WATER f / � I \ 76 '� / �; ; ::.. "' : ' • : "r STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (I YP.) o° / PROPOSED FIRE HYDRANT D.B. 1026 P. 715 ! I T -- ASSEMBLY WITH 8'1TEE --- \ D.B. 629 P. 616 PLAT --- \ \ �' :: :::.... ; :::: LOT a lr 67 �� � r it 7Il_._ -- _ r !II III GRAPHIC SCALE I inch = 30 ft. i I I I 1H-13 NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) PROPOSEDzo'ACSA UTILITY EASEMENT (TYP.) TMP 90-35 J DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 I D.B. 657 P. 234 PLAT Lic. No. 035791 � 08/24/20 ,1SIONAL E�Gl� J ' 0 Inc a a a Ce W W W J 0 . E > � f U z 0 0 0 g Lo 0 0 H „ o 0 0 0 0 o Ce Z a � «s o z z z 3 F O cc m a > > > a W U < OU _ J Q UU W UU W W ¢ U) � z z W CC oJc ` m z m m Im W of > a a a z z �/ a a a 0_ li N r4 IN IN lu F W l 1 ! -- - � > PROPOSED SANITARY MH-23 LOT ------- L9 I 75LOT ySEWER LATERAL (TYP.) O PROPOSED WATER I 1 68 I -PROPOSED SANITARY SEWER _ Z I SERVICE LATERAL (TYP.) = o� SERVICE LATERAL (TYP.)--- l i l PROPOSED 8"SDR-z6 PVC -= I LOT NOTE: ALL 4-STORY RESIDENTIAL UNI S WILL REQUI E EL co,I LOT L it C7 i I SANITARY SEWER (TYP.) :. I 74 ;I AN ACSA APPROVED BACKFLOW DEVICE. I I 5 L III 0)LOT �I of r c1l 69 - - ` - �— 1, _ _ _ I LOT z 4 Q LOT j - LOT r III C� J I I o' I O j LOT 73 3 II -- m 70 PROPOSED 8" SDR-26 PVC PROPOSED 8" IN -LINE G.V. ~ i C\I Q -- — _ - I SANITARY SEWER (TYP.) LOT CV i — _ PROPOSED 8" CL. PROPOSED 8" IN LINE G.V. Q i .e 2 I z D.I. WATERLINE � Q - _ v1 f LOT i (PROPOSED VAR. WIDTH ACSA 5 PROPOSED 8" CL. L > O 0 UTILITY EASEMENT (IYP.) 5z D.I. WATERLINE LOT " - 72 PROPOSED 8 DIP I 1 fi SANITARY SEWER W ! LOT PROPOSED FIRE HYDRANT - I J I 71 I ASSEMBLY WITH 8"x6"TEE- _ a i' \ r 1 L I J '!I - -- ----------- ------------I 1 �G --PROPOSED FIRE HYDRANT m, MH-21 v/ - -ASSEMBLY WITH 8"x8"TEE - (n 7 i I MH-zoZ " _ — _ BERV1/YN LAND 1 u— J j--u o - _, _, _, to o N - 71# o lz+o - - - - —F- 15+50 BLOW -OFF ASSEMBLY J PROPOSED VAR. WIDTH ACSA - - - - - UTILITYEASEMENT(TYPJ - 5 - -- 0 - lz+5o - _ - -- 3+00 1 50 _� -.—,- -iyo - -.--„-._.- -,- -.-.-" - a n -- 15+0o I PROPOSED8"x8"TEE U - - L. PROPOSED 8 x8 TEE \ ro & (3) 8 G.V. I W Y PROPOSEDTY PEA PROPOSED 8" C AND (3) - 8" G.V. / BLOW -OFF ASSEMBLY I I 52 D.I. WATERLINE \ / I I NOTE SANITARY SEWER MANHOLES WITHIN THE \ �I G - _ _ J W 1--I L-L L -1 L J L_ L-L L-J L- __ I. \ �W L: �\ TMP 90-27 i L J L _ L -ROADWAYS MUST BE INSTALLED WITH THE - L - L L - L L - J L \ > -PROPOSED VAR, WIDTH ACSA- LOT1A MANHOLE TOPS FLUSH WITH THE PROPOSED !% UTILITY EASEMENT (TYP.)----------- I D DROGER SCHICKEDANTZ 1 j TOPOFFINISHED ASPHALT (TYP.) jl-----i" U) ! LOT ' ' - i it NOTE: MH-111S THE END OFTHE SPRING HILL VILLAGE ul D.B. 1244 P. 461 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT o j D.B. 629 P. 616 PLAT ! LOT LOT LOT LOT 98 LOT ? , PROPOSED zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS W 1--1 D.B. 530 P. 164 PLAT ;I 84 85 86 87 88 89 90 91 92 94 96 97 100 ; II 93 95 99 �ry / UTILITY EASEMENT LU = NOTE: SEE OFFSITE SANITARY SEWER PLANS 1 INCLUDED ON SHEETS 30 & 31 FOR REFERENCE VDH. r S 1�--/1 MON. I - 6 i r - - BENCH MARK IJ L.L w CHARLOTTESVILLE GIS A roximate ! - o - - ROUSE-SIRINE P r EXISTING D NI Vo Public Service Esmt. I ----- --------THOE FRONTAGE OF THIS EPROPERTY SHALL BEO G- - r7r - - \ STATION 105 , ^ / D.B.221 P.305 Tv.` 1 I- - Comm. �. N 3882993.340 v , Pole ! i :'.- - �• j - _ - - - _ '- \ REMOVED AND INSTALLED UNDERGROUND. ALL I - Veulf & h1482334.683 - J _ ASSOCIATED POLES SHALL BE REMOVED. Fiber opt - - 5 l2ne_�---------------------- - - tLEC TP nP - - - - - - - - - CD - - - - - - - - - - - - - _ - - - \ t0 7t l-- ----- I ------ —� O - -- --- -------- Pole --------------------- ----------- a ---- -- -LE &.Phone------ \'\, hole 7 p„iP---------- -- � � � � � � � � El L1 MAILBOX : `""" G) )HT OHIPF ----------- ----- ---- -------- - - - - O U.S. RT 20 (80') SCOTTSV PROPOSED LOCATION OF / HWPB.1 PG.354 ------ UNDERGROUND POWER J J O ----------- -------------------------- o� MAILB X ' - -- ' NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED o GN ❑ D UNDERGROUND. ALLASSOCIATED POLES SHALL BE REMOVED. MAILBOX 0 _OHT OHTV OHT OHTV PolB _ - / o Phone INV IN 9 WV I I I I I I I \ I �FH I � rBETWEEN ACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER RUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL UNDERGROUND POWER EMENT BEING PLACED. �",CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE PROPOSED LOCATION OF 1, z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE�� THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. I EXISTING iz" DI WATERLINE 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND \ DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING / FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY " .�~/ L SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLS �R " S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. I I I I TMP 90-33 i I I JEANNETTE D. SMITH D.B. 4254, PG.118 I� II LOT j I R H LOT 11; LOT LOT LOT 29 I I l 32 31 30 CONTRACTOR SHALL REPAIR ROADWAY . / / / i " (Q© / Q / 33 r� Dc2 �Y �' V PROPOSED 6" go° BENDTO NOTE: EXISTING OVERHEAD POWER LINES ALONG / O ��� / / O / / 34 11 '�' LOT11 SSLY FIRE HYDRANT ASSEMBLY THE FRONTAGE OFTHIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. ALL TIE-IN TO EXISTING lz" DI WATERLINE ° ' i/ ! �7- WITH PROPOSED zz' z8" T.S. & V. = i LOT35 ASSOCIATED POLES SHALL BE REMOVED. " �� S� i i PROPOSED LOCATION OF / A� j' LOT PROPOSED VAR. WIDTH ACSA I UNDERGROUND POWER �' I^ i j - - � UT LI � / TYEASEMENT(TY )? � EXISTING iz" DI WATERLINE n �- - _ - % LOT 3 I 37 PROPOSED 6 Sz D.I. WATERLICNLE i �^ I �/ I " o k : LOT LOT LOT LOT o I PROPOSED 8 22.5 BEN 41 40 39 /` f 11 � - PROPOSED FIRE PROPOSED8"CL -� - - - - - - I I I LES ,,ASSEMBLY WITH 8"�fi TEE it NOTEROADWAYS MUST BE: SANITARY SEWER AINSTOALLED WITHIN TH THE �• /' ( �" �� MH-�5 Sz D.I. WATERLINE MANHOLE TOPS FL SH WITH THE SHED PROPOSEDTOP I, ------ I X,� _ - - ICL 9�, mow, �I L� 2O7 I wv MH i \ c l / '� MH i6 L � ^ (� NOTE: CONTRACTOR Ii i T• . // I u SHALL EXTEND WATER I it LII DAU PROPOSED 8 SDR z6 PVC\ .� �� s � LATERALS TO UNITS. i i SANITARY SEWER (TYP.) PROPOSED FIRE HYDRANT - LOT 43 MH z8 '_ -� -' - �. �\ �3 \ \ ASSEMBLY ITH 8"x6" TEE P OR POSED WATER" 25 E I SERVICE LATERAL (T) P.) LOT i 0 I 1 I I I I I I I ) � I I ! i I ' ) I i ) I LOT I 44 PROPOSED SANITARY /SoA LOT SEWER LATERAL TYP.) LOT L ( PROPOSED8"x6"TEE i 45 �- (3.) B,. Gy-, (:1) 6„ G.V. °� "�' 23 1 LO7 LOT \ — \ ' —� — 46 47 I LOT �� I I � 48 i 0 • LOT / ��� PROPOSED VAR. WIDTH _ - .� L F PRIVATE UTILITY EASEMENT ----- �� . \'�' • I' 21 � I I r III I -- - LOT '' I it .... - - ---- I LOT 1 — — — I OPOSED io' PRIVATE I, l - --- i UTILITY EASEMENT LOT l _ I \. I LOT r LOT 53 LOT 52 LOT 51 LOT 50 I' I v � \ I 18 LOT 54 ' / LOT 5 LOT 55 ��' LOT i LOT 57 TC LIN - SE I5H T 6 li 17 I LOT /I II 5 � I I I I ' I I . I I / � Lt I I I I I - OT 5 -- --- - MH-z7 V PROPOSED VAR. WIDTH ACSA, II MH-z6 I - � i -� I LOT I •I V Al OT 6O UTILITY L III LOT V — all - 61 ` _ j I PROPOSED 8"x8" TEE , LOT V �` , % '5 50 26+ao _ (z) 8„ G.V. II I Y I \ _ I _ I i \X •� 14 So � 1 — pO _ -- PROPOSED FIRE HYDRANT I \ \; 14k �•�•�" *` .ASSEMBLY WITH8"x6"TEE- 6 r — LOT \- ,-11 i o ���\ III 1 T,\ PROPOSED 8" CL , _ I °! LOT � 52 D.I. WATERLINE / o - - _ - - - �` �� I �.Q 15 L 1 PROPOSED WATER I I LOT \ i j - SERVICE ( / \ / LATERAL TYP.) I' // � • PROPOSED 8' IN -LINE G.V. � I I I 14 L - - ROPOSED A.R.V. II -- I I LOT F PROPOSED FIRE HYDRANT ----- ASSEMBLY WITH8"x6"TEE 13 Ili ( Lu \ o k I v ., � V v � ' 'I LOT LOT I � LOT /' LOT LOT 82 83 I � I � LOT i JI 64 MH-24 E v LOT �I 80 81 12 ( I �' L d PROPOSED SANITARY 79 - - I r� T S16°40'02"W II9.33'(tie line) I T 90-35 1 ANG H LDINGS, LC D.B. 026 P.71 D.B. 65 P. 234 PI T PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSEDzo'ACSA TUTILITY EASEMENT (TYP.) ) 8" DIP SEWER I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) GRAPHIC SCALE I Inrh = 30 11.. Lic. No. 035791,E 08/24/20 ,1SIONAL E�Gl� 'A F t E ZZ O Q w � c O a u ou F w O CO Lnn JW U L ,1"A1 V/ z > > w c rn c w - Lu L ' 1 0 Lu F W 11 Z M I' Lu ti co — co m N c z co CD N 0 W N > O L1J J_ J — > Q cl) z z LL L9 I— J O z Q �-- _ _J W U Q Y LLI � I_ > ul (/) J z LLJ — z JLu Q V O 0CD N u L w a t=n JOB NO. 182157 SCALE III = 301 SHEET NO. 7 ll 3 \ 59i.om' / _ I ��. .� 11, , / _ 65 ' < ,` �578.aoTW YDz C- S9z - - I OTC 6S- _ q -_ OTzB I r s74.00Bw \ - L I ZOT z LOT i L T o ` I 5 �3 ssL ° 6 Sa4'. - Ss6.00rw Z ATQH I 55 5 sao.00ew �G 86.0 9 PROPOSED VAR. WIDTH PRIVATE_ 2 \PROPOSED SWM ACCESS 88 s�9 °O DRAINAGE EASEMENT= 59 55 FFE- .-I\ I O.8 0o z'6 BSMT= I BSMT= I BSMT� BSMT- 1 /FFE= 594.0o ssL. \&FACILITY EASEMENT 59 7z.1I.DRAINAGE EASEMENT y 57 FFE- FFE- 59 / rS8 LOT 59333 BSMT- I - 5$433. 6 s PROPOSED 20'PRIVATE \ \ �SCSi / \ S 81. 3 80.16 ; �7 - _ O - - 8 LOTS& 93-5° \ BSMT 1 8z.8 N \ `_ 2.8 _ 5 3 r ss�-s3 5ai.i6 5ao.5° 379-a3 / w L DRAINAGE EASEMENT \ \ I U Lic. No. 035791� s 59 3 BSMT- 5$3.5° r _ FFE= - 58z•s° I X I _ ' --, I �� / Gi •.� 1 LOT 6 \ \ \ _ \ \ -�\ 0824 V - r - y FFE= 58a:33 So.z3 . \ RD / / i 0 6� _ �' LOT - _ 59i 50 �r583 0o s a,. - x --- - _ S7$ YD d' 58�:64 SSb nz.00rw y - _ 55) J ' / h� 5- ->- - BSMT i\ I\' - - s\ 5 5 7 60 s66.00!BW -� - - -- �S Gti - , _ 6.00 FFE 5 333 - $1.6 �- - - � 58z.67 I LL _ _.T _-- ---- i z � '� - \ \ '� S ONAL � / t E 5$1.67 �. - ;> ✓ r i -ng4S. � 7 \ o ,. i SSo.00TW .are°°I L 5 i --. O - \- � \ 581.0o r � \ \ � sa z,4 � .. T _ � _ n4.006W \ \ I PROPOSED 10' PRIVATE 3 _ _ � � � I l_ 0 7 I \ / DRAINAGE EASEMENT Tw a - \ sea6 . 7 16A 8 \ - ' �' ,BSMT � • - � s 4. . - LOT 61 579.0o p65 z �s 73 - 8 t 6:SoTc \ - 0p _ � _FDE-A � I .� o y \\, _4121I ------ / / PROPOSED WALLS (MAX. HEIGHT=6' _ oo = �.,!•• 0 \ \ \ / r / / i� I - - -• SSo. s i (e �5 ----� - I / / PROPOSED VAR. WIDTH PRIVATE \ „' +o IO - i66 - �5 - - - R �- H PROPOSED WALLS \ \ 1 - N _-'i PROPOSED' \ (MAX. HEIGHT=6') \ \ \ \ i DRAINAGE EASEMENT \ (� A VV - i6+5o SEWERS \ \ \ 1,. - ,-- '•- %�/ ! 6- J BW Sao - - - 576.67 \,8zo /.' \(O � __ I / v \ ' / 6 I. T._ 4 III 66.00rW \ \ \ - s YDi2B / s 580 -- ' LOT 62 _ 68 _ 67 _ 6o.0oBW- - - - \ - - -7 - - L / PROPOSED 8" YARD' W r 3 S So.o ' i 7°a3 LOT 6 \ n 79 na �� 7 4.00TW 00 _s -5 - r. - --=- -b 1 1 1 II 56 .00BW- 574.00 i.z --- r n 3 •oi \ \ \ DRAIN SYS T YDaz FFE= / 0 94 / - - - _ 579.00 />. r� -s79'� v ,- , t r \,. � 80 •, 1 FFE= PROPOSED io' PRIVATE / \ 57� 33 / / • - S, a 1,67 I,57z oz \ \ \ z L S794o < - - 2.00 \ \ I 568:67 � � ` ° • � PROPOSED 20' PUBLIC, • I 570 ,' S7 LOT�4- a I,, \ \ � - - - � � - - DRAINAGE EASEMENT r %`,\ / � _.. j � � -- _ _ _ � - _ - a E T - - 7 56z.00TW \ _ ° ¢ i 1- /,,, y\ ` DRAINAGE ASEMEN - -_ - - H O i I ,. 573.50 +. � I r _ - - 15 \ �- - 5' LOT , I' I SSE- i696 s .o 'I s57.o06w rbp O a � u F x° n9.67 LOT 81 ~FFE= 580.00 - L 3 / o.00 F I o 57o.00TW \ _ - - LOT 8o - ti K FFE= 581.33 BSMT- 0.1 579 33 I, 7 6 L ¢ 570.5o PROPOSED STORM 3.6i PROPOSED F•I �( /-33---- SEWER SYSTEM \ 574 L -- - -- -- -- - _% --- Ln ¢ f , I - 564.00BW V � � (NOTE: WALLS 3' IN HEIGHT OR LESS DO ° FFE= L OT 1 z ` b o L \ ".. n4.o6\ _ sn67 =57 5 57 7 BSMT= 6 0 I FFE-O 13 5 7.67 s.693 TJ / /T. 56p Y1 z ¢ L REQUIRE RETAINING WALL PLANS)' . P s� FFE= - 79 r� BSMT- 572.16 BSMT- 1. O _ LOT $r = 5 9 5 ° 68.00 6 J _ - _ _ - _ _ ~ p F" LOT FFE= 82-00 FE- 80.00 - \' I 5 7 En z w L 5 PROPOSED VAR. WIDTH PRIVATE / L \ > j 1n L 50 -LOT 6 _570.00 _ li 5 f 92 LOT 8 BSMT= 570.17 DRAINAGE EASEMENT - YD15D LOT i - - - - _ w Lu / 75:0o PROPOSED YARD DRAIN SYSTE ' FFE= 5 5 67 s psi �68.5oBW �• 567 FFE= 57$.00 \ \ - - - j 1 - ] III I \ �.. , ,- _ _ I� CC L - - / BSMT= 68-1 YD1 B _ - (MAX. ) --- - - a1-I ii yl 566.00 IY.I c LOT 65 0 5 7 5 PROPOSED WALL MAX. HEIGHT-6' _ 3 PROPOSED WALL 5513 - - - L PROPOSED 10' WALL MAINTENANCE EASEMENT (� FFE-_ 56s.00 r x� / PROPOSED VAR. WIDTH PRIVATE - l' y l+ - _ - - L - N s6 - - 568 9p4fi --570 - YD1 C - - - _ 68 - r ----- MAINTENANCE EASEMENT - 5 70 _ / / 5 4 DRAINAGRE E EASEMENT YD1 A 5 5 � 6 � I � / / p 99 I . '" ' / 5668. 64.00TV • _ A ac ¢ oc Z c �� /' - _s66:5oBw" ,I.._ -' - 7563 0 r- 5606W - _ f 560.00BW 5-- /-------------- ', I -- - TMP 90-35 ti 568 0 1 L 30 - DUANE E. AND ROWENA M. SNOW LU 0 W 566.00Tw 55 --- 4 / N 8 -- 6 YD A ^ P \ / 77 6a.00BW- - --- ��� 156o I �.' I FFE= 6o67X sfi°33 \ D.B.702P.792 0 � NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / 66.00 \ FFE= 2.6 / T__- 55 q 561.0I z.00TW \ D.B. 657 P. 234 PLAT ¢ I I I- I I ,9 55 / DRAIN LINE FOR ROOF & FOUNDATION III N,I ssz o08w \ ss, - BSMT=56z.83 YDiS f s6o:°9oBw - i ° ASEMENT _566.33 =. \ j ; //' - OT,9 - I II 56o.00TW \ - / TMP 90-27B w1TH 10' PRIVATE DRAINAGE E I I YD16F =-. -� . I / ' - - -= FFE- i ss4 oosw NOTE CONTRACTOR TO INSTALL PRIVATE 8 $TEVEN W.,AND BETTY C--JOHNSON S66'67eW LOT 6� o / YD15E 558 - - YD io o s s 6 ss 1 �•' DRAINS / S 3 7 1 1 6k- i 4 �59 6 D.B. 1026 P. 715 /' , 069 i 56 .61 H \ 8g % 5 .: - - - _ . L WITH of PR VATE DRAINAGE EASEMENT R 6zooT^N : : - - - 10A L $ I `I S 0 s - F �r D.B. 629 P. 6,16 PLAT i � i <\ � \ y6n- S60p6BW: i' �% � - - - , - I 106 FFE= 6.6 Iss z5 I I o og 7 i L0�67 � . , � - _� r I s� _ 7 S-- / 56333; z. . PROPOSED za PUBLIC- S6 DRAINAGE,EASEMENT I - . ' p -PROPOSED 10' PRIVATE � FFE- • ' DRAINAGE EASEMENT / ' 563 67 P µ _ \ I 87a ss6.00I W .564.0oTW I 60 I / \ , , - PROPOSED DRY SWALE',. �r _I i. FFE= 5467k 554 oz - n sso.o08w 562.00BWSS8 1 5 '6 it 555.0 84V- -- --_ I � 3n8z 8 •• ss$I 1a3 b560.67" -FBFSEM-T=6S51.1 ] I \1YD1oASS 2 - S 1I I li L 5� 6k 3�I � SeOOWFFE�.6 aB LOT-68-4 oo T6 PROPOACCESS& FACILITY EASEMENT w 550 SSo 559.67 �557.83 :. % 7' LOT / p I r III I , _ _ _ _ _ _ i _ _ _ - --548,007 W -... i 59 3 ass5 81 f 74 / 60 �I 0,1 547.00sW -FFE=559.67 g "1 FFE= L T5 F 0I i Ln -' • - - __ BSMT- $ rr I. / 00 54867 54737' - N m FFE= p9 Sfil . F _ -549 3 549• 1 / l I 559 00 �6 " / it DRAIN LINE FOR ROOF & FOUNDATION DRAINS ii -- ' i / I 55933 -- J - i NOTE: CONTRACTOR TO INSTALL PRIVATE 8" � PROPOSED 10' PRIVATE ! ,•- lY FFE= T 45 L I ° I S Lo - 46.67 545�4 PROPOSED io' PRIVATE \ - ., �S' DRAINAGE EASEMENT o0 1 5 - AS ' S47• YD16D1 ,' i 557 _ J iI •.' S5�35 --%:g5e.00 LOT7g I DRAINAGE EASEMENT � . s' I , rr 'I L I - - I 7I ss7� 80 I I PfROPOSED 20' PRIVATE .PROPOSED VAR. WITDH PUBLIC r/ 8 1 iII1 F _ T35r, LOT 70 1EASEE•64.5- DRAINAGE EASEMENT DRAINAG5457 1 550PROPOSED 10 PRIVATE 0 z DRAINAGE EASEMENT w FFE= 54403 -5s 4z 940 59 i f YD 54433 - 3r -- - LOT 1 1 e FFE- 55547 YD10 PROPOSED z0' PRIVATE z it �� r bl 3 L - 7 ssa + BSMT- 7 5y / 86 $s DRAINAGE EASEMENT LOT FFE= 557.00,`. 1 - / 5' 7.33 y s 9 0 - _ _ 1 546.00 _ - J YDz r 7 543.0011 FFE= s4z67 say 0 58A -- -- - __ �v - � I 1 a , / _ e r YD 1A L _ I 58B PROPOSED 20' PUBLIC - 77, m - --_- �- _ S3 JBERWY 54 DRAINAGE EASEMENT LANE ' _ �_ �_s �� 5 :� _-� �. ,10+�_ _ _ _ _ _ f.. - - +OO _. - 13+50 tF:O y.5 (n - TMP 90-27 ss 93 N Io oso6 --s6 -LOT1A Lh- 'm - OSEDSTORM b 4 - - - - - - - - - 1 I� SEWER SYSTEM fi PROPOSED 2o' PRIVATE -I \ ROGER SCfJICKEDANTZ y _ - 5 DRAINAGE EASEMENT D.B. 1244 P. 461 T - - - - t - - - - - - = - - s Ij 55-zm S�z, 55578. 555535549° 554z J-.-. SSz9°-, Sz33'y 55°zo 4943 547 92,. 546871 54437 4337 - 54z 47, "54z 7� 540.9 �54o.z8 a 5 - xt� i _ 56A / I D.B. 629 P. 616 PLAT _ w - -r -_ �--- �. ' D.B. 530 P, 164 PLAT 75 w N r IIIr�}� 1 ' • w III L :. • - - ., _ III II 556.z5 Y' S6.z5. 5 5 6.z 55559 z I Sa.84 i So 5 7 o - 48a 4475 -- 44 04 I 4 75 z.o __ 541.4� II 1 I 55 5 54 9 1 49 5 - _ 46.0 4 9 I , 74 J L-J L-J L _J LJ - L I-� LJ L J L J L-� I L J J l_ I L -J L-J J \ Q _ __ r 56B _ _ LOT LOT LOT LOT LOT 2 LOT LOT 6 LOT97 9 LOT LOT <__ \ 73 � •• �- -- I - LOT 8- -- - I - � i -� � YD16C LOT 8y LOT 85 LOT 86 LOT 87 9 r 91 9 LOT 94 Lfl 9 99 -- --- I Ln I 95 - - - 54o w - � / / T / / I I X538BW FFE= .FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= = a FFE= - = FFE= FFE= I FFE= _ -� FFE= I P' FFE= FFE- II I _ I 556 D- 55 5 55 5 •58 555.92 S55.25 I 553-17 55O.so 548.5° I I 545 O8 54-4-42 543.o8 54175 - - - �`o DRAINAGE EASEMENT Y' "IRS I I I I 55i.83 549�83 II -I _ J I S46'4� 542�42- i r/ L PROPOSED za' PUBLIC. z.6 0.00 _ 8.00k - - -5445 X 54z- z.z /0 / � 2 / 3:11 _ I / I 55 X 55 X 6 ° 556.0 555 4 Al 55 7 k 58. o k 547 5''. 1 L 43.9z i.o8 Q - 6- 8 55 _ _ S _ X _ 55475XSZ333� Ii 54933X 0 = 4 - X _5 }, W I ' / / / /' /' SO 71 55 z 8. z. - 4� Sz.4z 4 7 5499 a 8.8 "54 s 54 4F 3 n 54 9 .� 54z.o S4 s k 539.9 54 5 k SBW � 6 SSz�4z SSz. z - r 55 33 0 0 � 549 7 S4a 3 8 $ �5 z. z- - 5 5 � / - j. �/ / / / / / / / / / / \ I Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProNded (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-76 - YD-7A 8 3.50 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E - YD-7D 8 3.50 9.7 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-8B 8 3.50 9.7 10 YD-8B-YD-8A 8 3.50 9.7 10 YD-8A - STR.48 8 3.50 9.7 10 YD-8A - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3.17 9.0 10 YD-12B - YD-12 8 3.50 9.7 10 YD-13M - YD-13L 8 3.00 8.7 10 YD-13L - YD-13K 8 6.25 15.2 16 YD-13K-YLII 8 6.75 16.0 16 YD-13J - YD 13C S 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YD 13H - YD-13G 8 2.67 8.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C-YD-13B 8 3.SD 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 3.5D 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 -POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2.67 8.0 10 YD 15C - YD-15A 8 6.67 16.0 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 Idllnl 1 51.28 lk `55z.z8X SSz.3oX Sia61k. .. 55 5 X .� �5 48.8z •54 4z 54 .00 475z 47.00 5 4 , 4z.5a 4n.6g i PROPOSED WALL (MAX. HEIGHT=3') X `k X , - • X X:• X s 44X. s$$� a.o• " 0 YD1 �� / y _ NOTE: CONTRACTOR TO INSTALL PRIVATE 8° 4 0 ' --- -- _..:,, ; 1 - zA ° / BENCH MARK IS Aproximdte Sk8 s r YD16 RAIN LINE FOR ROOF & FOUNDATION DRAINS h , / / \ ° ROUSECHARLD IR NE ILLS GI D.B.221 P 305 PROPOSE SWM ACCESS & WITH 10 PRIVATE DRAINAGE EASEMENT b o / / Ln V0 Public ServlIpe Esmt. ! ss4Tti PROP - r - I' _----- ySS 8aATIO,N 105 Tv - „ FACILITY EASEMENT - - - - - - - - -- `'- - PR PO AGILITY EASEMENT 106 z { _ � ---- DHE OHN POI' 47 -- / - 4 I / ------ - _- ------ - - _83 ---_ PROPOSED DRY SWALE --__ - _ _ _ V 7 h e - - - o - YD16A rLEC T _ --- - / ' \ 11 ALE $AT316AJ 527 + of - 55 I s Herr - --- ----- --- --- ---- --- a ��_ y_- _��c.&Phone, n, ---- _�_ -- ViP 55° - 548 _544 P ol� pol._ -- 95 = 1O5' -- --- -- ------------ i \ \ - ------ PROPOSED UNDERGROUND STORMWA I ER - - % MANAGEMENT DETENTION FACILITY 97.. _ o ---- 3- - i- r - U.S.RT20 H SCOTTSVf LE ZR _1O-(55-A�PN� _ - -♦° - - B.1 PG.35 ---- _ - J J -- ° 101 - -�- G-RAPHIC SCALE - - - - - - -- - / - +---------------------------- \ --- .' j N -- 30 p 15 30 80 - _ 120 �I _ MAILBOX o�� / / MAILB X - - _ - - - - - - -- - / ~ �► - " _ - )HTOHN 'c2 ---- -- - - 55O - _ _ - - 1GIAILBOX\ .,�� - - - - - - - - MAILBOXB - - - - - - -- e'T J------- / HT O \ OHT OHTV \ \ Pole / Phone / - - - \ W - - - - �' - 1 n�i. = -"(1-- - - OH _ - INV IN o __- �,---MAJLBOX 0 w ¢ .M -I CA '-"� 00 .\I N N N M O 11 O N k l\O O N In N n O N - N W O _ E L9U ZM 0 ti M o 0 N g z M Q > 1 J 0 W O Cf7 N 0 WQ o > O z t - L L, in�J J_ J > Q Lu n _ o (z 0 LJJ <L9 I- � LU ~i zi s 0 3 J Q a LLJ � 3 Q (D p� O O W" Q 0;5 1 J Y J o w � o > 0E Ul J < O �_ z LLI w Z w 2 z W z w v z CO z J 0 J 0 0 LLI Q a Q PIS N o O O m N r 0 U G w a En JOB NO. 182157 SCALE 1.11 _ 301 SHEET NO. 8 o , d 41 IGRAPHIC-S`CAL p5gP 0�9 42 is 30 0 15 / 30 60' \ / / - / 120 I / .30 ft I PROPOSED lo' PRIVATE DRAINAGE EASEMENT 6�6 I/613.8-1 6�6 - -624 3j 62 622 4 6zPROPOSED WALL MAX. EIGHT 6' Tww 20 399 - - _ Ogg ' ' - / / / / °' / / '� /-, / O /, // YD86 - - III 6i48W 2. - - / - _ /' � � 8 _ FFE I I • ` r - - - - TMP 90-33 / % FFE - � / / / � _PROPOSED YARD DRAIN SYSTEM i 6' �- FFE= FFE= I 1 6zz-84 rI JEANNETTE D. SI�11TH' / ' / / / - - " i / /FFE= 6z1. 1 6zz.1 626TW - - - - - /� � / % - _ / � - 1� 621. 1 S SMT= I 6 zsw - --D.B. 4254; PG.118 / / / / �/ / - 6� / i / / .i _ - 620.84" --BSMT= --BSMT= BSMT=- 613.0o f - - 099 - - - / / / / / / = / r1 PROPOSED io PRIVATE/ / _ / yg' BSMT= 611.67 1 612. 3 - - - - - - / �` DRAINAGE EASEMENT _(121+ "g 619.00 _ - '6 611.6 fi11.67 LO. 0 { D 2� i PROPOSED WALL I� j, / / /' j / 39',' 68 - 6z2 / J ' 7 6z1 O L T 7 6n. 6 LOT 31 II 3 612.6 MAINTENANCE EASEMENT IP / • \�.f -O 32 1 61z.00 NT / , Q V �j ` s "v,•+�F,z o YD C 33/ 33 " I- -- - \ t�- � � 5 � \� '- _ �611.33 33 ill SMT ro LOT 620.84 611.67 ; \ - - 616BW -------/-- t - - 1\ _ f -I-Ob - 'I - `Qb ,'- / A� i 617.50 , $MT=" LOT ---- 6ioz - Io.B -611.zg � .. / _.^ FFE 09 03 6zo- 5 _ _ -.I - - j /✓ _ YD7E / / ,yg _.84. LO %' 1 7og.8 h -�- - - Io.67 _ 612 W 3 z�z5.00 G YD7A - 620.84 611.00 b ,46 _ -_ _ - fi10.35 + ` `o -�- _ -' ' - - ,I 9 - -- -= 630 Q- -- - 2O BSMT= e \. ,-_; 12+00 12 S° - 0� - - - - \ O� / I YD7D 6- FFE= 611.00 /� 6 / _ _ -- I- -- - - �6 - F s x / �o \ 37 j - - ?6 , �\-\ \ 6zo.84` Lo ,` "1 0 48 ao I TMP 90-35A1 Y - / LOT4z-I -- ---I-1 -- -- yo BSMT=Io.67 5 ANG HOLDINGS, LC PROPOSED VAR. WIDTH PUBLIC "FFE= -FFE= FFE= ,,11 FFE= , 11 6 611, o, \\ o � 09.�� .. .. , I D.B. 1026 P. 715 DRAINAGE EASEMENT 33 84 _ 631.17 6z8.5o 1 \6z5.84 1 \ :� \-"s61a67 9 0 ",- - - - _ D.B. 657 P. 234 PLAT T �- r. _ _ I _ ti " PROPOSED / 6� i' 6aM 3 11 _ 616 oo LO"> a '' oo`/1 o' \ _ p- S BSMT- SMT-, m / /- 34 624.00 618.67 ryx / w I roll LO 41 1 LO 39/✓ 6o66w \ / 16z3.67J1_--11...6z1.00 = i, LO \I1815.67 \ �y _\ ., _ .. 6k ,�': 1 Ilj III\ \\\ \ 33 �- // � � •�. � ,,- 33 _ � � �- „ 61s. --J LOT �28 III [ w _ ' ..- y/ / �''-.-. •. J,. J � : - / / - ) 'I..I, FFE- ..so °0 - L{ \ \ w \ \ s - 9 J � Y' ' I b'o�.1 I 'I - 2 4 � \ 1 3 of L 35 61 614sa � .. - w z5 608 '.• ✓ it I �. J- LOTS � n, /�./ '> 7 I' O-/ / 1 _ , y ' bih r / / Ill ,TI /FFE= 6oj 06.0 ; 600.o0BW 6go.65 ' > - . ' '. - 3zA 3 _-�_`' � � __ _ 2g 607.33 L I ( f H, - _. . ✓" ( So _ 1�00 '. �, __ -. • � ' � �i, / i / / / / ,�• . 630.0 ., � - , V I 2 So z8 ��/ 1 z4 PROPOSED zo' PRIVATE FFE= LO fioo 6{ ;' _. � 11 I �\- sh �',. ; / SEMENT 1 ,c PROPOSED STO 30A R E E - SEWER SYSTEMRM z3 D AINAGoo�Ail a I 1 _ LOT ". P3o.34 - - .` ,.. _ - • L. - ?",:- O °� \ 1 FFE= _ - - LOT _ .<� - - _ I � 's'_Y � 3 x ° -4 _ �/� 32B z5.4o_ _� I .+-,_� _ � � • NOTE.CONTRACTORTOINSTALL PRIVATE8" 603'33 0 L s %'' ' � I 1 I PROPOSED WALL 'j - 6zz'46i _ - �6'$'43 Isa r DRAIN LINE FOR ROOF & FOUNDATION DRAINS• !; MAINTENANCE EASEMENT / 6 1 - 6zg.00 o N; S WITH 1o' PRIVATE DRAINAGE EASEMENT FF6= 601.00 7g 3 33 - v m BSMT LOT _ �a r 600 601. t s�9 l . a \_ �� s �' 59o.o BW \\ \\ \\ \ l - 6z1. 0 _ OTLz 5 FFE= I 6z5.5g \ oB -\ - \ \\ \ . \ _ PROPOSED 1o' PRIVATE gz l 3 \\ So z2 33 L 4 \ \ \\ \ \ \ � 6 0.6 5 61 \\ \ _ _ \\ \\ \ 3 _ 600.00TW \\ \ \ \\ \ 0Zg - - - - \\ _ - ' BSMT= LOT-45- YD13N DRAINAGE EASEMENT 6zz. 6zo.z 759 FFE-L z r \ \ \\\ \ \ \\ I 5 BW \ \ \ \ I \ \ _ / / \\. • \\\ _ 59933 599.00 F $ 947 94.oa \ \ \ - - - - " 6zo.8 LOT 6 \ \ \ \\ \\\\ \ \\ \ � / - 3 FFE= - -- 4 LOT47 LOT48 LOT \ \\\\\\\ 0 - 629,337_ 624 FFE= BSMT= / �- I FFE= \ NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 61 o I 625.92 6z a 1 \ \ \ \ \ \\ \\ \\ \ 59 FFE= SWM FACILITY & �AINS 9 S w - - 3 5 617.9z _ --- ----- DRAIN LINE FOR ROOF & FOUNDATION6zo BSMT- BSMT= 620.58 - - -- rook aF BSMT= I - zl / PROPOSED lo' PRIVATE - ���/ _ - 9 616.08 61 1 ; 00SMT= �\'a.'a \ o LO zz s boo s93 64 \ \ \ \\ \ \ \ \ \ - _ ACCESS EASEMENT_ - -ice - 3 4 608.08 / o YD6 FFE= \ \ \ \ \ - DRAINAGE EASEMENT 6�8� - PROPOSED 16' PRIVATE 610.74 I � 6p0 PROPOSED 10' PRIVATE PROPOSED DRY SWALE 1 / DRAINAGE EASEMENT ROPOSED WALL MAINTENANCE EASEMENT DRAINAGE EASEMENT - o - - - -0 YD14 w \ _I - PROPOSED WALL (MAX. HEIGHT=6') h90 -0l9 ti \ \ YD13K - --�` - -'- - TVT6o8 600 f \ 59z•33 3 % \ \ - -w YD131 // \. c I90 _ - I ,1•' BW6-.608. � I' PROPOSED VAR.y y )\� E= OT 90 00 4 s 9 j , - 9 oa _ WIDTH PUBLIC 59 \ 59033 L o _ $ II 58z008W \ \ \ _ L TW 604 - - PROPOSED VAR. WIDTH PRIVATE _ YD13F YD13G 2 DRAINAGE EASEMENT \ o.00TW \ \ \ - - -- ��� =� � DRAINAGE EASEMENT-: - ° � � YD13D YD13E 96 = _591 � 590� \ \�\ �9 zo - � ye4.\ew \ \ \ \ \ \ \ FFE- - - 606 YDl J 598 YD1 P - - - 3 --- I - _ I _ o\ �8 1` I 588.33 1 \ y ATCHCN ,SEE-,SEETB.OT / 3 r 606 - _ _ - \ P_RO_POSED YARD DRAIN SYSTE Di 596 3 06 � \\ \ `' 1�1 •' _ OT � 576.00TW \ \ I'', - \ YD130 \ � 59i.00- _- \ \ - FFE- i � � 574.00$w f � -I - - 566.00 584J 5�' I I I �� 586.00TW YD13B S90 - OT-56\ _ �\ = LOT LOT51, tDTSo n I 1 / - li 586.33 L 6. Ills s80.00BW \ ' - PROPOSED VAR. WIDTH PRIVATE 2 - S88 5sg.00 59 LOT 55 L I?',+ 59E FFl\ � EE PROPOSED SWM ACCESS PROPOSED VAR. WIDTH PRIVATE - - - - 8 .00 DRAINAGE EASEMENT _- FFE= 2.00 S9 33 59o.67 / & FACILITY EASEMENT _ _ BSMT- -";. -- 5gz.67 _ -BSMT= I BSMT DRAINAGE EASEMENT s8 r LOT Si FFE- - g1 3 80.16 ; -,I \ 17 { / 58433 L 6 e \ _ o PROPOSED 20' PRIVATE \ BSMT- I 582.16 I 5 49 I 580.8 5 4 LOT-8 592.83 BSMT- S8M5 /I s 3 5$1.16 s8oso s79.a3 DRAINAGE EASEMENT \ / 59- - F E BSMT- 8 .6 .4 58z3o I-\ eX I-- - I b 1 �• - / w56z s 5 5.8s a S$63 5 3 \ LOT 591.50 \ 5 3 7 r5 Sa3.17 x 8 \ fFE -1 LOTS° FFE- 583.0o s63a3 ,. x --- s „ - 7 YD5 \\ 5$1.64 8 572.0oTw - \ BSMT= m - __� \ 1/,., 581.6 6.0 S \5bb=13W' FFE- 590.83' 81.6 / - d 80.00TW \ 588.83- -BSMT= 15 581.33 N \ a " \ I �j ---sao.47- �9.6s s7 87�.ns.4s: 16A Z: "580 -�1411 574-ooBW \ \ \ \ PROPOSED1o'PRIVATE _ YD13A - BSMT= DRAINAGE EASEMENT Tw584/ , oo-.Sao.67. N �s I,7a = / LOT 61 579 06 - - y - ._ _ 8 w' _ d \ \ \ \ s7s.67 ; \ � _ �- �- 5$1. e � - - ` � ;_ o ' PROPOSED WALLS (MAX. HEIGHT=6') , 577.00 - - - - '` \ \\ `� - s6139, 1 ° 16+00 16 - - ---'x a 1 ° \ 9 �I \ \ \ \ \ / i / /, / PROPOSED VAR. WIDTH PRIVATE 560' - �5�001', Sio _ 1 Q \ V-, PROPOSED WALLS \ \ 16B . _ - �4 --_- �,_ ; -PROPOSED STORM (MAX. HEIGHT \6') \ - YDi3 �/ % `/O W A` 16+5o n SEWER SYSTEM \ \ \ \ 1 O 1 A 1.- I - - - � _ 576.67 -•\ ✓�.zo- L I� - L-.- J ` _ _ \ 6 BW 58o YDizB r 574 33 / \. - _: fi4 I 566.00TW \ \ \ \ l � - i4+ ` •al. 68 r i 6o.00B� w_ - - 79 578.1z / PROPOSED 8" TA0,33 -LOT 63 / / }. / 90 Sso 05 - - ----- - RD''- v _ 1 it / 67 i 56`§.00ew \\ / DRAIN SYSTEM i 94 �!" - _ �- g.00 i 574 0o OS73_ - - _ - m � � 5796 �i- / T 5 z 4 571.67 x5 s f gM.0o i o o 581.67 12 tp - , < 1 - & I 7 .9- � L- 7 •I I •A� 9 S O \ _ I FFE= 1.67 �571.01 I ` PROPOSED lo' PRIVATE 571.33 r: > ti - \ - : - n 68.6 LIC S70 572.00 "LOT 11L4, 3 DRAINAGE EASEMENT /,' o r° \ DRAINAGEEASEMENTS10 562.00Tw \s \ s7'SO�w + 569 ----\ / r \ NT / I I i - r ss7.006w sp 9 / / 570; oB - _ _ \ 93 . , N - FFE- 5169.6 s o I I ° PROPOSED STORM 3.6% 7 SLOT 81 FFE= 80.00 � 3 / 1 570 oo LOT \ 3 s so o - - \ \ /\, SEWER SYSTEM 6.68 e - _ LOT8 r 564o0B I I I I I I I PROPOSED DECORATIVE WALL s7 7s o / 579 `LOT 8o 5 s64.00sw I o n_. I 33 (NOTE: WALLS IN HEIGHT OR LESS DO i o� I - ryn - / S74 FFE= 581.33 BSMT- 570.17 FFE=57933 LO 12 63 L�J p �NOTREQUIRERETAININGWALLPLANS' FFE= �;: j a F- a.o5 577.67 LOT79 FFE=582.00 BSMT-571.50 BSMT=569.501 d FFE= 56767' �s691" =_J li \ r 57 33 / �� / ' FFE= 80.00 - BSMT 57z-16 LOT8� / j 568.o0 J1\ \ Jo _ - 0' �Oa 5 PROPOSED VAR. WIDTH PRIVATE L \ 55s oew 9, LOT 64 -- - 570.00 / y • 92 LOT 8 BSMT= 570-17 - i '" / \ \ 7 DRAINAGE EASEMENT / YD1 D _' ' DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. CIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 36 DII CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2 26 % 621.00 619.33 RCP 32 DI-313 CG-6 10 626.50 31 15 131.17 10.67% 619.00 605.00 RCP 30 DI-313 CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-313 CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-313 CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 22 DI-3B CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DII CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI-3B CG-6 12 588.08 17 15 75.76 7,04% 577.83 572.50 RCP 16 DI-30 CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DI-313 CG-6 10 577.33 13 24 44.70 6.33% 568.75 565.92 RCP 12 DI-313 CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-3B CG-6 10 556.42 9 24 131.35 4 76% 545.00 538.75 RCP 8 DI38 CG-6 10 543.75 7 24 66.86 1 99% 533.00 531.67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1.67% 530.17 529.10 RCP 4 DI3B CG-6 6 535.50 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C CG-6 10 533.42 1 30 30.89 0.81% 527.50 527.25 RCP 2B DI38 CG-6 6 534.17 2A 15 45.13 1.66% 529.17 528.42 RCP 6B DI3B CGE 14 539:50 BA 15 37.95 2.85% 1 534.00 532.92 RCP 8B DI-313 CG-6 12 544.00 SA 15 35,22 1.42% 537.25 536.75 RCP 10B DI-3B CG-6 16 556.42 10A 15 27.68 0 63% 549.50 549.33 RCP 16B DII CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 308 DI3B CG-6 12 610.92 -1 15 28.62 2.86% 604.92 604A0 RCP 32B 013B CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 13I-1 CG-6 - 641.75 43 15 186.10 1.02% 637.50 635.60 RCP 42 DQI3 CG-6 8 641.00 41 15 178.91 1.44% 635.50 632.93 RCP - DII CG-6 6 637.75 39 15 174.25 2.71% 632.83 628.10 RCP 38 DI3B CGE 8 633,58 37 15 44.24 4.52% 628.00 626.00 RCP 48 DII CG-6 6 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI-313 CG-6 4 608.92 45 15 54,77 3.47% 602.00 600.10 RCP 54 D13B. CGE 72 544.75 53 15 45.67 1.05% 538.58 538.10 1 RCP 52 DI-313 CG-6 12 545.08 51 15 131.98 3.71% 538.00 533.10 RCP 50 DII CG-6 8 539:25 49 15 39.24 6.37% 533.00 530.50 RCP 66 DI-38 CG-6 10 595.33 65 15 184.89 11.21% 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% 568.67 557.52 RCP 62 DII CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 DI-313 CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 58 D13B CGE 8 539.92 57 15 48.29 4:97% 533.42 531.02 RCP 56 DI-3C CG-6 6 538.08 56A 24 120.02 0.54% 530.92 530.27 RCP 56B DI-3C CGE B 537.75 WA 15 43.70 0.53% 531.25 531.02 RCP 58B DI-1 CG-6 - 538.00 SBA 15 34.13 0.67% 533.75 533.52 RCP 70 DI3c CGE 8 576.17 69 15 28A8 1 3.16% 571.17 570.27 RCP 68 DII CG-6 4 576.17 67 15 15.79 3.17% 570.17 568.77 RCP 84 DI3B CG-6 8 659.50 83 15 28.91 0.52% 552.50 552.35 RCP 82 013B CG-6 6 559.00 81 15 96.83 3.17% 552.25 WAS RCP 80 DI313 CG-6 6 655.00 79 15 44.75 0.51 % 549.08' S48.85 RCP 78 MH CG-6 - 554.58 77 15 77:99 0.51% 548.75 548.35 RCP 76 DI3C CG-6 8 555.00 75 18 43.90 0.52% 548.25 548.02 RCP 74 MH CG-6 - 554.25 73 18 56.81 0.56°/ 547.92 547.60 RCP 72 MH CG-6 - 554.35 71 18 19.87 0.86% 547.50 547.33 RCP 94 DI38 CG-6 8 577.00 93 15 85.75 9,13% 570,50 562.67 RCP 92 DI-313 CG-6 10 566.58 91 15 37.69 0.61% 560.25 560.02 RCP 90 DI3B CG-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 DI-1 CUE - 562.00 87 15 75.70 1.22% 557.42 556.50 RCP 98 DI-3B CG-6 12 544.92 97 15 184.21 4.74% 541.00 532.27 RCP 96 DI-3B CG-6 12 536.42 95 15 30.57 0 56% 532.17 532.00 RCP 106 MH CG-6 - 536.00 105 38 116.83 0.67°fo 523.97 523.19 RCP 104 DII CG-6 8 531.87 103 36 114.36 0.74% 523.09 522.24 RCP 102 DI-3C CG-6 10 529.33 101 42 59.67 0.66% 522.14 521.75 RCP 112 13I-1 CG-6 - 527.58 111 24 32.80 0.79% 522.50 522.24 RCP 114 DI3B CGE i6 525.63 113 15 57.45 1.011 521.58 521.00 RCP Lic. No. 035791 08/24/20 �� ,1SIONAL EAo �Gl� r/ H F z E ZZ O w a O J LU O CO � J U) \ Q C L rr� V/ u ^ z O .. � j z w i In c UjLLl of LU ce c ' 1 0 N N N N w O � N O W .--I N > M (y) o 3 N 0 z 0 CIO Q > c 0 1 W C) � °- 0 ° N WQ o > O z W z - Q J 0 c J_ J a. > Q LU 0 LU z Qo N L9 LL z0 s o ' Q co LU 3 Ur C 0 Q o?j WU Y J lJ o W i--I z_` I- > 0 E Ul ao J LJ I� � w z_ W Z z w z - cf) z J J 0 W J Q PIS v N 3 U X O O S w a 1n JOB NO. 182157 SCALE 1.11 _ 301 SHEET NO. 9 N I ONGENERAL CONSTRUCTION NOTES FOR STREETS Dp LCFiS ATE® ` m+-TMV[xsMLE = pW6 OF PED. IGCEss RWTE® 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR urnAYEo �� urvMvrD NIArE MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. TH « F� 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS WI PERFORMED ON THE SUBGRADE SOIL THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A LNn9 DF Pm. LINr9 M PED. CE55 ROUIEn WX-iflMEXSIHLE OLCE53 RWTE SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PEDESTRIAN ACCESS ROUTE DETAIL WITH 6 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO WITHOUT UNPAVED SPACE ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL nuff". NMIT-of-nYr B HEM®�gECD F THE LWs 0<w/°ivIYr011v FMAIs°TiN°c3MpD oM[o VC)D MORE WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WiLL BE FIELD VERIFIED N. AT THE TIME OF CONSTRUCTION• ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF u EDE9rN N ACCESS RDDTE9 WORM , CDXTWW9 WDBSMNN 074 rIRE AND SLIP WSTAM PATH CNNECTMC µL, SC 9SNE ELEIEME rf A Ye}8Ye9e i THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FACILITYT. CAN H 0➢NXIOLIHC. ExtERm MD 16m BY PEDESTRIANS, IF ACCESS MUTE M ADJACENT TO BACK D CUB9,MX .WIDTH SHARE. BE F. SECTION F-F FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED HALF PLAN C -� A F PmesrRlM Access MUIEERS A N'IoiNG PROVtEO A MNAN 4' TRAV IE WOO D GMIA ^ IM.2% -Oa ADP 5. TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR ` N. C). WHEN OR GG ME CURB W wl 0STAMMD P'NA9aD SiMDMOC6 •. . - 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. w R 1DTMPE U52D TON 4%Tbf THE MAMTMIE WMIN caNFEWATDE 9HY•Y•u9u 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER. WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT NORMAL Curren - ® --- � - --------- �.. SECTION E-E SECTION DETAIL SHALL BE STRICTLY ADHERED T0. °- Sa'° A ]- o%To 1D%CHANC 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS S SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS a"}S!V 4}I MASS ATNUES.NCONC. � PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. S .MALT HATE TYPE I SINES ie 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES K9ME PONT OF CRAE CHANCE � � � AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. DR GORB M GOTTER OMv F iT ii 13 Y MMIWM INCREASE IN A01; Al 41HIIAA f0' NTMVµ] YbY,o,-.e `.'-Ye°"` 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION oALr cWCwRExrLY Z Z ] % N/SIWN DECRE0.4 IX YCPE Fpi nRBr N'IMERVA MD SECTION C-C i OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. B %NAKIMW DECREASE FOR SUCCEEDING NNINON W' INTERVALS SECTION D-D 11 THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR SPECIFICATION E IFI6 CE STANDARD ENTRANCE GUTTER PUBLIC ROADS. RDAC wM BAY. ANOMos 12 VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 16Valan IMrt SHEET 1 DF f 5�. MT T n AT N MIRaxA CEP LEN M Ms=CnT a D]]Is SA3.OR TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ALBEMARLE COUNTY 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR NNSPECTORSHALL EPRESENT.COUNTY TED IN ACCORDANCE WITH VDOT S VIDEO CAMERA INSPECTION ONS. THE EOR GENERAL CONSTRUCTION NOTES PROCEDURE AND WITH A VDOT COUNTY 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING ROAD NOTES CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 7HE REQUIREMENTS OF 7HE PERMIT WHERE ANY DISCREPANCIES OCCUR 7HE GRADING: REQUIREMENTS OF THE PERMIT SHALL GOVERN 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA770AIS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS AND STANDARDS OF VDOT UNLESS OTHERWISE N07ED. PROJECT. 3. EROSION AND SILFA77ON CONTROL MEASURES SHALL BE PROVIDED W ACCORDANCE W17H THE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. GRADING OR OTHER C0NS7RUC770N. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 5. 7HE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VERTICAL). WHERE REASONABLY 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. SUBGRADE. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE: DRAINAGE CHANNEL. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM FOOT. 77?AFFIC CONTROL DEVICES 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD 8. UNLESS OTHERWISE NOTED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS CONDITIONS INDICATE. N. 9ALL EXCAVA710N FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY IMTH OSHA STANDARDS . 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER FOR THE C0NS7RUC77ON INDUS7RY (29 CFR PART 1926). OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ( ) SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT' i. INSTALLATION OFANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS BEING COVERED. APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. III, CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE PLACEMENT OF ROADBED BASE MATERIALS. I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. SHALL BE COMPLETED AND APPROVED BEFORETHE PAVEMENT STRUCTURE IS PLACED. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENTOFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENTOFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. -B NOTE•WNEN P PERSiMAi KLEA MIL CROS9E3 A tl11EM OTTMCE THE GROSS SLOPE sPxL iX HER MOTHa, s FIET. Y N A =FTM[T APPROACH SAAE SURr Mo GENERAL NOTES RMFR 1 BE M Yt M NMILHE RGARI 1. BRUTE BI .HFN W 0.MA P 1. 'MEH 16ED H CpLUNCEN WITHNAN A 0 'CO 3 "A:G5 TO BEM WOAD °N PLMEI OP EG'] TXE CY% PACF OX IYS SIA'NMO 6 TO E MAISRED T° MATCH THE MOS TABLE CM° OGMEMBACON. 11 SINMMH 2. ME STANDARD CG-V RANG CUM 0.P DESIGN TO AS WOO YARN ENS STANDARD. NOTEE SI N DProN]L UWAM WASE FLgJ I„L 3. IMMUNE PAVENMI SHALL 9E WA.AICTEO 10 THE �• "tom We LINE <ENCEPr MY ELEGANCE STREL ZAlGH IC IEO Fm NINLEE PAVEMNI WX6N CAN N ANA�'JaCN i a4x dIONiT[D W INS EMRANM.1 ,EM"Pni HAUL `ALES WA OC"BNAnex cN® Me GR1EN WOMEN 'V 2'-E' OR AS Iu WAN M F.W. TREMOR SNAIL Miff CONSTRUCTED MC YM IM LUXE EKM EPr rQl PLACLAEnT PURPOSES. SHOWN ON "ER- SECTOR . A PLAN VIEW ENTRANCE NOTES S. WHEN THE EMRMQ RADII CANT ACCONW2A.rE THE IMWNE ROADWAY SLUR£ T RB N fl ..ENTI OF AM PAFlof L LFPTO FTH SIOEWAR .IM HEAVY TRUCK 4 CURBRNRB ` ID'PMPRoli CURME !ENTRACTE 1(= WYNN r1E WRS 6 IE R/a19 IMREMED TO T'.ISEE W-al BE m°f Of PAVFIdi OR EPTIOXA ,LID" LINE EPAGE RM _ p B S. PLANS AS TO INI WHE" CONNEWIGN OF AROM _ ISLE THE 5 REgeEO 10 PPDVOE POaI1VE MMYM£ ACROSS NYMNE RpNWIAY - WE T E EfRR.W3. BR MA% D GRAM cxMEE ® _--_ ]. TIE LEsefBF IM MAfLLA ENTRNILE DRML CXMM] D" AE L6rm N M ALDM,NKf ENTRANCE mAM o TALE, rNEfiE vKum NE xoT N4LICI8E TO srREET GEN cnva eNl 2uEu�GREAM�.E INTERSECTION NOTES S. CENII rM CCNECT1016. HE ® Cp6TMGr CREAM CHANGES AT. A PMyME• CI CONIECTEN MU31 OCAR WHE M"F E An BE ENLNfp NI ALLCWAI.E wUx FAVORED EEA RECURM"G SECTION A - A VBECROAA EIGHT OFSrAME AND OE M YK 9TOPPWG F VMUC p[oMRIE A R RR ENE v{ 1� RMrgX CF CAnTEfl"TO PONIVE ORMNAF KMS9 TIE IMETScnOt {II. -KIP ALLOWABLE ENTRANCE GRADE CHANGES / • -=I cIAES A]�P.'V N. L• 4. j. .I]. CWCPETE.BE ABU 77 YP RE. AIR SECTION C-C N.. Mt9WIRf ENTRANCE aA➢E INS. 6 MT APPLICABLE TO WAGET CpP'ECTIOM GN,o CAT.H MFLRLHDL METHOD OF TREATMENT `vooT -CAD AG ROM-ANDEMS m (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) Rvlam WTE sMEr I M I "CAN CLPAATAEHT OF }-ANp2RTAl10N 0]/6 IEOTEKRt AMMF FARM "DROP. SHML SE CEHI Mae CUM AND a M oVFRN 11AT T. PAM aIpLRR LE MAWF FANBL -M GEOIER P VF,POVT O . I'.O' r rOP W1CNA -. •.••••• PAV[IENI B,M Wn[r wE 7+PRst RA WE "DIE R ES] CATS ONE. AL WE AAE WRti pp[ MOIEMTE OR CRU9MO WE ANTE 1 LLA{S Yn1M0 LB 3] MBE OF IS ' WE VADBLE rAADAIA MaI.MNi. AEp6MWEOPENED RMNuO AC1EE M HCHNIS Tr0 IS OPERATOR RaiELExr. PAVED SHOULDER SECTION CURB AND GUTTER SECTION RL"PE0 PFMO•RPTm PM UNITS rm' Y4G PPE TT �y , EUD. LIYPCLLI OUTLET PPE M SCYt STANDARD PAVEMENT EDGEDRAIN .A DEPMTIEM OF TAAdEY T. �1 R.a OF"� AU �PAVEYptt t0P y on pPpAyy1T1�LEER� 1 a RV%LAJ KK MOH U• f( COMBINATION UNDERDRAN CD-, AT LOWER END OF CUTS ° CENTER LINE SECTION TUVIL LADS IrmH 1YPt'sat" wTFNAI VY FOCF OF PAVFYEM PAYW15 t1H TRENCH PLACEMENT CUTLET 11 -F [E4T1 NN:H Ay PAVBONt SNnAl L BAY .i LOCI M ILL a30Y EELE I YPCAN WtENM TVPC2MII �� t 0.31 KOR{CAIE LS MNECAll OR [MIDEO / G AMN RIDFENENTS. PLAN VIEW GEOVATIE DRAINAGE FARM (PLACEMENT OF CD-1 COMBINATION UNDERDRAN) OR HANSOM, SURFACE 3 BANE --B.EBASE OR BUREAU' STM[]Em YIREF r -SfLCi YAiaµ. rYAE.OW SUAGI Y; •e o.o a-e. e.e. IM1EXi CR ll1[S rI ... 0601[M4E 361 M-141, 1 3 A`NN_ DIE CRU91[U oMAHrDE MAR, lenwe Ne MOAN. Kea�ABnz. GENERAL NOTES neD ma A UN.E39 CFCALLY NpLARO CgeNATNN NgfR1R.W wLL Mi B[ LObRO A MS r. GWN, P(ON1 N[N A'ITX aIDAY M) 4MJKK ME 9t/®III➢. RE�µ BNen, AUWW.R il(Sl"O MP H rNN%AILY MO 1. TO NON -PERFORATED OUTLET PIPE 3' � R ' Nw?'oq,AATe RE FECRE CIF THE Nslu�i.Du alrt xalAn`o 3 M9NALfl WOE. STRENGTH A, W CIa MO a1TTn, YCTWF. WIWR Y OrFPoFSRE 10 O1KN6E PROVFL NOW WON, CARRIES, E`RT'I$F PON,gX3CKrG MLYNIX�NC, IM. NE E R LCGt[O SO ' lO -Nro OIM 3 WN PR FLOE 1,L pLY610 N VMl1 iN11RE PPVE1EFt M[A RE MVLNr a[ AIIW Pr 0U- - a -RIFT M ro E A NMML M' G" .NONE MKRr a[VAIIW fF I6RMM GMIAOE Old d S1NVC11A. IR:Y1E35 3 T.AM M.THE AM9w,MORIyRGUI NINE ML l0 Con.NUN: WAEIAOpt - MM' WARE9M 2T;LAT MN°tlL L. aRlEt NTE 1. SL YMLY E.lO "ANON DACE MMIAQ STRUCTURRE STANDARD COMBINATION UNDERDRAIN )" YY S,D] (AT LOWER END OF CUTS) 2]2 LB.OA YMau DEPMIYFRI x TRANSPORTATIONSH GO N- x a1!LAFTS OF NINE AY FOR PAS r TOF W M ''Y' TOP Mru FOIEf1AMH wMPoY.1M N' R P, 9WOfli LEE LL UPS I mM M PAVLICIT COMBINATION UNDERDRNN CO-2 ON FILLS ' H 90.TRAVEL LAMB CENTER LIE SECTION / MIN TYPE ISMEM WATER&) I rJ GI F.v6ENT 9 u En uM TRENCH PLACEMENT TRUE M Fu FPAVaEN 93EAL£ I el9E LANTS OF PAY, i-W-eBAa GU,UEEY KNEE 1. P.VE'eatar YATERVL TYPE... PLAN VIEW SHOWING PLACEMENT OF d�Q 1e.[�Ee�' a] APMGAE. Re MaEWTt w - CD-2 LNDERDRAN J� •:.. MASS YaTNG M GRMATERN Ra�MM rS. W,u r-0-000w }ION -PERFORATED OUTLET PIPE OR TYPE M FER CRUAING STREWTH ^IM. MERM eu %%-J-FAVFAENNF 91FIFA£ L BASE RWIN, WALL NG .W YMOrX GOAL PE I I ]0 PSI YYY B ]O YEfY f 91®A4 aL MIEN, SrAYII U BERV ONE sr.•DIR9 -YIEti 1AYWAL TYIE[M 6YORILf IrF1FIlr OR L1 YEN, NWEA Nro- Ha6 M] AENW . M JPY6WrE ON CMIIED MR. /LC .. TO /EN O-SAIR AT MOFFI£CTFM Fwzz3 aI-E YN YFEO - a- WATd11EOFIOFXR. @NNa "� 6GENERK NOTES L MUM aV,L eE FLJID MTx AIpmATE Aa rIPWOFIr xw rxNm ra NNRE GAPA--l1ESS Y4P°ACM STUB PAYELpLY 3' SNALLL TOE gAID M BEEN AT PM�Lkl MTME 5^NY'h1F� 1"(�' TIFN�IS D3NAAE1(AALE- 2 S. qq CALM AD 4Lr1A1 sFCTLWs YRE rt 6 LPOs58LC N .. fli0 W D WILETSCKFOR UDEE�/EIN 11ES' ME RI BF LCG1E0 W M TD GAM MO EDON 4AlE -W. W.,aEmG AEI 4, M 6F6EIEVNFO ¢CIKAS.IRfMN 6 TO BE N09V ENIEE PAMENT AREA B'- sM W. x10 (0' IN. NPM YrN gnl3r qE al LOW SOE LN.Y. 1. NVERI E,ENATIM AT olr1ET Qa M MIET FREE TD Y: A . M I.- ABOVE MYERL 6EVA}IOV M IECDLW WSMOE OFFER OR SrEJcr1YE. PLACEMENT OF CD-2 UNDERDRNN AT L ALL COFEL 1. 11C AS. V Ere.' NMI PAN' LANTS ... I FIFE AE TD BRIDGE APPROACH SLABS s v M SANE INuxM srldlpm M THE aTur nE. 1. .,FT RIPE lB eE CELI 1 COHEBTED rB OWEEN oIIEA LAYMAN SINIILTNE REFEREEAC STANDARD COMBINATION UNDERDRAN 4]3 (AT GRADE SAGS AND BRIDGE APPROACHES) 1.N SSRM MPMTLENr FF rRNON Get Y.M.os PROPOSED 1" SM-9.5� OVERLAY ICOURSE SURF ACE COURSE EXISTING PAVEMENT 4" BM-25 INTERMEDIATE COURSE - MIMI EX. STONE SUBBASE BASE COURSE \ COMPACTED SUBGRADE COMPACTED \�/ A V A SUBGRADE ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - ROUTE 20 NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH 1.5" SM-9.5 THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSE SURFACE COURSE 3' BM-25 " BINDER -- - -------- -- - INTERMEDIATE COURSE INTERMEDIATE COURSEUlEdiLd 5 21 A - 7.5" 21 A BASE BASE COURSE COMPACTED COMPO CRIED \ ��\�/\��\//�/\/��%j�jj�\j�jj//\ /// / SUBGRADE SUBGRADE ASPHALT PAVING - AVON ST EXT ASPHALT P PAVING - PARKING SPACES G G C NO SCALE TURN LANE NO SCALE NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 6" ASPHALT .#:�.. ,P Cw'S',K>�N sal COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONIC DAYS OR STRONGER. 77 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1.5" SM-9.5 SURFACE COURSE 3" 4" BM-25 --- INTERMEDIATE COURSE 5.5" 21 -A BASE COURSEf%�%% 11M11M1MIfflIIIM COMPACTE D/ SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE NO SCALE STREETS 2" SM-9.5 SURFACE COURSE 1" BINDER - INTERMEDIATE COURSE 7 21-A BASE COURSE A&_ SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp DauphmDrive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 UPAWN .qNT 'N E s"I Dp AYE wm OP EMRMiE PRDPogn $IOEWAN - A / �II E%PAAsOM NONT ROW LEE pah,aY: WOTN R9WLE YM[IY Y �"-EIWANBYM JOINT !fl9anJlE wMM a' ISOMETRIC VIEW EDGE OF PMEIdT C HALF - PLAN YJMmIN ORNCIMNI IAO 7. THE CUM "ANSI to TO BATCH M BYE CBS!! IXUMTM. WNTH LIPOUND OR TO Bar GERMANE PMAB'JIJC CUM UnFNAN 1 q FACE W 1, 4 1. - EN_ CJ.W9 AS BE.9.1 CWC T MOREOVER TYPE I5� 3B A. YS YAYYY EElEA4 IN SLOPF AT IMEM Y INTERNALS "- 31 1IMMUM OEMEAY IN SLOPE FOR FIRST YNTERVM AND eE MAOAN DECEASE FOR AECEF G YN[M Y INTERVALS ® Fpl aLJEIIAl4 EIAB NB GOTTEN - NET CCWWE]JRY. ® FOR MINT c AND B TFR ONLY. ® FOR NrtML SIDEWALK ONLY - T'MM&K TO M DPPfO. SECTION C-C 0 tart PEDESTNM AC MUTE - I 4'V• TMVn6M,E WIDTH 6 REOAflED WIT) A NaaRY TX GROSSSLOPE. 0 FOR CURB AND GUTTER ONLY - AIfA NTIµ 91RYA11- ® FOR OEM NO ROEWAK ONLY - WITHOUT GUnNR. ® INDICATES PORT OF GRACE tlWJGE r ANDrAIDAROs STANDARD ENTRANCE GUTTER WITH FLARED OPENING°" ROM IIIIXL sIEEr 1 v T RERaI%N DATE (FOR USE ACROSS SIDEWALK) esE SO101 VRGMA LEPAf11EM OR TRABMfAIWN VDOT STD. CURB DROP INLET (DI-3) SEE DETAILS XS-SLUR AND XS-3C PLAN NO SCALE SECTION A -A NO SCALE NOTE: THE PROPOSED ROUTE 20 PAVING SECTION SHALL MATCH THE EXISTING SECTION OF ROUTE 20 PAVING ALONG THE PROPOSED ROADWAY IMPROVEMENTS, AND ALL OTHER PROPOSED PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. Face of {.� Invert Lire I 6n R 11 It a In 21n n 18in 1 R,ft81 ,2 A __ -- Builders Option: Area may 1: concrete. Bottom of curb may follow slope of / sub -base provided a minimum tlep ,5 of 7 indles is maintained. , ROM2ROin Rolltop Curb Cut a E an TRIP GENERATION / 111-100' I V T i� 0 Di - /• i " A OT 6`v. �" 1 -'� 3 °T jj, •: -LOT O LT LO bZ I 1 6 15 :- z� I i f - T j , •/" r � / LOT �Cv:. �/ '`, F� I C/ LOT Lab 40] LOT LOTHIS P \ \ or + Y LOT LOT L05 � 53 52 St 5 P t..II44 Ii LOT s I IPa .1♦f.'. I fit • ,._I 1,. -._ 51.. T\ -- II �1 sz y WA l � �• LOYOLA = - �, 1 I T,I 07 � LOT \ LOWT ai 02 LBE I aw -1 or 9 Z I. mr fi5 / L- LOT h n QLOT 0 67 Lor LD / T , I I I -� �i CT _ 5 BIG I J 1 for Lar I 1 i 6S 1 °T I LOT la ti - BERWYN LANE 302 _ 4-L I LLTL0,LorLar LOP Lor Lar LOT 0992 9] 94 I gs 96 9J 99 EN IW '1 T---------------- - - - -- -- I V 0 W Slope break for droatoge, if req'd. Y R- 2 Feet a O Li C) o, < Bock of Curb o - o ,H.!1 I� ii iil CDnstr- JaEnt MaiNine Edge of Pavement Driveway Entrance Warp Transition Roll lop curb Port Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL ROG4e RNI Warp curb profile to match driveway entrance apron pads wiMin 1 lee( each side of apron above invert line. Drnavroy Entrance Apron for Rdltop Curb Port Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION u Lic. No. 035791,E 1 06 16 20 4 / / ,1SIONAL E�Gl� 2 ( ►HLu z Z w w H a O U O ' U { O Do U U) Ln w U U m -t cc ce l Z ii a H o z o LU w w i j (n (n I - ww WLu - ----- TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) ioo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 ADT: 944 VPD (472 ENTER/ 472 EXIT) AM PEAK: 74 VPH (i9 ENTER/ 55 EXIT) PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) NOTES) 1. THIS )TEN NAY BE PRECAST OR CST IN RATS. 3. CONCRETE TO BE CLASS AT IF CAST N PLACE {GOD PR F PRECAST. J. cO®NATIDN cute N UVTIER HAVING A RMNB W 300 FEET OR LESS (ALONE FACE OF CURB) BULL BE PAID FOR AS RADIAL COMBINATION CURB Y CUTTER. 4. FOR UST WITH STABILRED OPEN-GRAUaI CRANA£ LAYER, TIE BOTTOM OF THE CURB Y GUTTER ftE CONSTRUCTED PANNIER To THE SLOPE EM comms AND TO THE DEPTH OF ME PAVEMENT. B. ALLOWABLE CRITERIA FOR THE USE M Co-e IS BASED ON ROADWAY CIASSFICATIM AND TEcED AS SHOWN IOF R IWORD MANUAL IN TINAPPENDIX ON CIS )ABM STAUAAS. A BE CO OF THECRETE CNNTRACTOR COMBINATION 6" CURB AND GUTTER ROAD AND RBGGE 9TAWARDB t05 REISIDN DATE SHEET 1 OF 1 50] VIRCINA DEPARTMENT OF TRUNESPO TION Z n2 NOTES) 1. THIS HEM NAY BE PRECAST OR MST IN PLACE ]. CONIC RETE TO BE CLASS AS F GMT M BALE, 400E P51 P PRECAST. S. COHN HAM I A RADIUS OF 300 FEET OR LESS IµONG RADIAL FACE LL BE FACE OF CB) NPAID FOR AS GRB. 4. THE COFFIN OF OAN MY BE REDUCED AS MUCH AS 3" IB" DEPTHI OR NCREASED AS MUCH M WOE" DEPTH' IN ORDER THAT THE BOTTOM OF CAN WLL COINCBE MATH THE TOP OF A COMB OF THE PAVEMENT 9ASTRUCTWE OTHERWSTHE OEM IS TO BE le" AS SHOWN NO N]WSYEM NNE PRICE RD IS TO BE MADE FOR A DECREASE OR M NEREASE N DEPTH. S CG9 IS TO BE USED ON ROADWAYS MEETING THE WOUREI S FOR CD-S AS SHOWN N MPEINDI% A OF TIC VDOT ROM DESIGN MRINUI M THE SECTION ON 6 URBAN STANDARDS. •YY]" T E h iE EwEx� STANDARD 6" CURB ,R OM NRGINA DEPARTMENT OF TRNRSPORTATION !1HRI A-Y R BENISON OATS SHEET I OF 1 xw.01 L 0 0 c a 0 0 U 2 E 0 U 0 On C:) rn CD rN LU N I Q00 M N 00 E R\H R\-I N If .+ C) CD CD 0 a; L > U m' z ~ M o � ID CNN!N 0 C z M > t a W10 N N ° WQ 0 > O ^ v I ^ / a J J J > Q Q 0 I� U) z LU _ LLJ o I- UPPRIM O r O 06 .3 W LLJ n QO 0 WU Q O t � z� Y o J Q C >Q E UlJZ I- 01 Z IIILU W W 2 z W z W v Z J J ~ o O Lli / L 11/ 0 LI_ 0 V ninsinj AD v 3 ® CD m CDCID V r 0 UC W W CI (n JOB NO. 182157 SCALE AS SHOWN SHEET NO. 3.0 cc-6 POINT OF CG-6 U Lic. No. 035791,a FINISHED GRADE 5' WIDE CONCRETE Ono OS/OS/20 5' WIDE CONCRETE CURB & GUTTER CURB & GUTTER NT OF/1 SIDEWALK ROLL TOP CI L P�ISHED GRADE EXIST. GROUND 3, 29, 29 SURFACE 29 29 SIDEWALK 3'1 EXIST GROUND IONAL CURB CG-2 3; 3.• CURB 6' PLANTING 1/4»: 1' STRIP 6' PLANTING 4'" UDOT 21A a" wor 4,, DOT STRIP 4" DOT 2)A STONE BASE STONE BASE SUBBASE STONE STONE BASE EXIST GROUND BASE BASE EXIST. GROUND 21A 21A 4^21A t 5 6 25 (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 25 6 5 1 STONE STONE BASE 6" BASE $ 9' CURB 3 (TRAVEL LANE) (TRAVEL LANE) R/W 17' E/P-E/P 30' PRIVATE STREET EASEMENT SECTION F - ALLEY WITH PRIVATE STREET EASEffMVT TYPICAL PRIVATE' STREET & PRIVATE ALLEY - 30' PRIVATE EASEMENT 15 MPH DESIGN SPEED NOT TO SCALE I C/L POINT OF CURB &GUTTER FINISHED GRADE CURB &GUTTER 1/47: 1' lea R%a°°°I aw,°°°° 4 wor 4" wor 21A 21A SE ST NE BASE 0' I I 10' BAOSE 2. 2.5 (TRAVEL LANE) "'III (TRAVEL LANE) 25 2 .5--- 20' E/P-E/P 30' PRIVATE ALLEY EASEMENT SECTION G - TYPICAL PRIVATE ALLEY - 30 ' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE R/W CIL POINT OF CURB &GUTIER FINISHED GRADE CURB &GUTTER 6' WIDE CONCRETE SIDEWALK — 3 1 EXIST GROUN • •. •.. ; C 0°OO,Ihb. 16W �DO `OW O°R� � °°°O °° o� nHY°°°° O° Wd• dD� �db� 4 4'270T 4" vDOT 21A 2woT STONE BASE BAOSE t0' 16' BASE EXIST. GROUND 2. 25 (TRAVEL LANE) '7�10r (TRAVEL LANE) DI PERPENDICULAR 25 6' - 1.0 PARKING SPACES 36' E/P-E/P 50.5' PRIVATE ALLEY EASEMENT SECTION H - TYPICAL PRIVATE ALLEY WITH PARKING- 50.5' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE A— 5' WIDE CONCRETE SIDEWALK 3� EXIST. GROUND 2% 31 , 6' PLANTING 4"' DOT 21A STRIP STONE BASE 4" EXIST. GROUND S s 6 E 1.0 f CG-6 POINT OF cc-6 CURB & GUTTER FINISHED GRADE CURB &GUTTER SURFACE \ 2% l 2% 4"VD& SUBBASE STONE BASE — 2.5 — 3' 0' - 1 (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C SECTION A - TYPICAL PUBLIC STREET SECTION W/ PARKING ON ONE SIDE ONLY (56 ' R/W) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH RI W CIL RI W CG-6 5' WIDE CONCRETE CURB & GUTTER POINT OF CC-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE $ SIDEWALK SIDEWALK 3 \\ SURFACE EXIST. GROUND EXIST. GROUND 29, 2� 2� 2% 3:1 ? T 6 PLANTING ��� T UDOT 21A STRIP 4" wor a" wor 6' PLANTING STRIP 4" UDOT 21A A— STONE BASE 21A SUBBASE 21A STONE BASE EXIST. GROUND BASE BASE EXIST. GROUND —2.5— —2.5— 6 5 i.o 10' 10' (TRAVEL LANE) (iRAVEI LANE) �- 24' F/C-F/C -� 49' SECTION B - TYPICAL PUBLIC STREET SECTION W/ NO PARKING (4.9 ' R/W) LOYOLA WAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED' 225 MPH R/W CA I7/Iy 5' WIDE CONCRETE CG-5 CURB & GUTTER POINT OF CC-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE,11' �� 3' SIDEWALK SIDEWALK SURFACE 3.1 EXIST. GROUND 27 27 2% EXIST. GROUN 6' PLANTING °•• 4" DOT 21A STRIP a 4" wor 4" wor 4'" 0007 21A STONE BASE 21A SUBBASE 21A STONE BASE EXIST. GROUND STONE BASE STONE BASE \ EXIST. GROUND 1.0 5 6 2.5 2.5 5 1.0 _ 10' 10' (TRAVEL LANE) (TRAVEL LANE) j 24' F/C-F/C 43' SECTION Cy- TYPICAL PRIVATE STREET SECTION WITH NO PARKING (43 ' R/WJ BERWYN LANE (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 20 MPH PERPENDICULAR PARKING ONLY 7- EXIST GROUND EXIST. GROUND EXIST. GROUND EXIST GROUND SECTION J - TYPICAL PRIVATE STREET SECTION WITH NO PARKING (40 ' R/WJ SHERIDAN STREET (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH PERPENDICULAR PARKING ONLY 5' WIDE CONCRETE SIDEWALK 2% 6' PLANTING 4" UDOT 21A STRIP STONE BASE a" S 5 6 E 1.0 CG-6 POINT OF CURB & GUTTER FINISHED GRADE SURFACE 2% 2% SUBBASE 11' 11' (TRAVEL LANE) (TRAVEL LANE) 42' F/C'F/C CG-6 CURB & GUTTER 6' WIDE CONCRETE SIDEWALK 4" QOT 4" DOT 21A STONE STONE BASE BASE 16' 2.5 6' PERPENDICULAR PARKING SPACES I SECTION D - TYPICAL PRIVATE STREET SECTION WITH PARKING HYBRID (61' R/WJ SHERIDAN STREET (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH 5' WIDE CONCRETE CG-6 POINT OF CURB & GUTTER FINISHED GRADE CC-6 CURB & CUTTER 6' WIDE CONCRETE SIDEWALK SIDEWALK SURFACE 3 EXIST GROUND 2% 2% 3:13•> t2-77-777777777 4» UDOT 21A a" wor a" wor 4" IDOT 21A / STONE BASE STONE SUBBASEtPERPENDICULAR 21ASTON STONE BASE EXIST GROUND BqSE 2.5 BASE 0 5 2.5 6' 11 17 (TRAVEL LANE) (TRAVEL LANE) PARKING SPACES j 42' F/C—F/C I 55' SECTION E - TYPICAL PRIVATE STREET SECTION WITH PARKING HYBRID (55' R14r) BERWYN LANE (PRIVATE STREET) CS—SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESICN SPEED• 20 MPH EXIST. GROUND EXIST GROUND EXIST. GROUND EXIST. GROUND Z Z o a � ~ z w O ~ I z w E O 1 O� s a ' coa i H � Q Q 1 w J ` N O z Lo o , > w w i > Lo n Lu rn o w O N H W m C) •--1 .y N O 0 zT- M — M N M Q J WC W N Q > 0 Z LLi U-) J z Q O 0 w LL Lu ~ V1 O 1 I z < w (� `/ o W" Y J V � a ul J z UJ w — U) z J L oc V / Q 0C) O N u w w CL a JOB NO. 182157 SCALE AS SHOWN SHEET NO. soA SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X I (1/4" PER FOOT ) � 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE-tA I SECTION SERVICE LATERAL 1*7 _�rlN UNE WYE-TEE PLAN VARIES L SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1/8 SEND V 004WIES9M r 3/4• MALE RPE OR APPROVED EQUAL NOTE NO sA M Fl NDS DUAL SERVICE SINGLE SERVICE Hart: +) snoaEs BHAu BE USED w PVx PIPE. VDOT CLASS 1 5' MIN. RIPRAP () 7±1 5- .0' MIN. 8` PIPE 6" 6" G.D, STO 6' VDOT NO i NE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1 INITIAL BACKFlLL BEDDING 3 STONE a OPIPE *STABLE SOIL ROCK �, I W PIPE 12" SCALE * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL NOT Tsc SECTION LE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND CONCRETE ENCASEMENT G THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. LENGTH (VARIES) mm MATCH EXISTING PROFILE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION EXCEPT WHERE SLOPE OF /I/// 1 r BANK EXCEEDS 1 TO 1 MAX, A 45, ( / A UNSTABLE 9" 4 1 s" INITIAL BACKFlLL 4 MI T SOIL MI. MIN. _ MIry MAN SECTION 1-1 °.� GRANULAR FILL AS #68 STONE MIN. ". •• = APPROVED BY ACSA ST CK STABLE SOIL OR ROCK' NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2 WHEN BEDROCK IS ENCOU 5 BELL H SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF ( CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 225 200 2.60 2.52 0.15 0.1E ZOO 225 2.SD 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 22 1/2 266 LOS 266 2.16 2.77 2.69 0.26 0.13 3.16 291 2.66 0.32 11 1/4 1,66 2.15 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2,33 2.58 2.86 0.24 11 1/4 1 1.83 2.33 1 2.84 1 0.18 ASTM A36 AND HEX NUT ASTM ABBE (TYP) UNDIMMED EARTH UNDIMMED 2 - 3/4- DIA saL (m•) ALI.-THRFAO ROD WATER WIN ® p� VALVE 24'MWY UNDISTURBED EARTH ELM F."I �CLL55 A-3 CONCRETE SECTION, NOTE: 1. ALL RODS AND FASTENERS SWILL BE GNEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDIMMED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION THE COLLAR DIMENSIONS SHALL WCR NTERm AND COYER EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFILLEO WITH COMPACTED 21A STONE AND TOPPED WITH 10" OF VDOT CLASS 1 RIPRAP. OLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ' EASE ACCORDINGLY. SZE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 250E P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON APART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL STREAM CROSSING PONSIBLE TO THE VERIFY THE TYPE &SIZE OF 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE N.YS PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. Ns FIG. S-7 NTS FIG. W-2 CONCRETE THRUST BLOCKS NTS FIG. W-3 H,, W-3C TD-38 TD-2 TD-3 ro-6 FOR USE ON ATTA4i0 SRSIE FAMILY ASSIXOPIIAL MMMS OR DUAL R®ENML AND MITAnw 9iMCQ �r - 1' cc IN • 3/4' MALE PRE COUPLING `V\j�1T0 AAPMMD EDuu / NR U- ON BETA. SINOIE FAWLY RE9DENPAL SEPM¢ NHEAE AN 1.1GAMN MfIER Is NGY PROMDED. RM Em ...�Iwvlm DwDE .� •-mnPDlunw snx+ 'wrrY<„"{'. .',I -R"rucas"sARr T .._ram BAND M BMT UMOut Bw AND 9ETRR GR-IHw>:a" YMM1M TNxxMa1 (i,T!..,�yr,e.: "W 'lt..i 4• OOmput MNN PIPf, IT M•t�� SrFG %W NaAEIIMT ',-'_ WRECAIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 EMBEDMENT 8"MIN SPRING LINE OF PIPE Na 68 STONE - AINING BACKFlLL SHALL CONTAIN ROCK MATERIAL GER THAN 5" IN ANY 1NSION T"IAL BACKFlLL* LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER \UNCHING :DOING 6" max 4" min IUNDATION (SHALL BE QUIRED WHEN SOIL INDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 18" PIPE SLOT (2 PLACES) COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" 7 WATER a CAST IRON LID 18" METER BOX ti ryry��" N°Ii 1 1 - ,. - 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 4" DIAMETER BRANCH AND VALVE - WATER PVC THRUST VALVE IT, M.J. FITT BOX VARIES PLUG PUCE 5' GALVANIZED " WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT O NOTE: HYDRANT MUST BE ITO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- WLLE THREADS WHICH IS THE LOCAL STANDARD. FINISHED GRADE SCOTT R. LINS7 LENGTH of BRANCH VARIES U Lic. No. 035791 6' MIN 2' TO 10' (2701 05/05/20 7 CU. FT. ALVE SO 0 ADJUSTABLE TRAFFIC RATED #68 STONE 1 lU VALVE BOX W/ LID S`SIONAL '6 Z a 42"MIN _ 6" GATE °�aR ••.) VALVE ? TEE 6" a 250E P.S.I. CONCRETE- V:} BASE AND THRUST �'I •' BLOCK AGAINST ' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O�HEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED 70 BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T.S. FIG. W-4 TB-8 FRAME & COVER (SEE FIG. S--I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA v 1'-0" MAX - _ -1• J � M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 2'X 2' BEARING AREA. THRUST BLOCK F Z F I Z d a. Z Z O J W 2: W 2: 4 Q �uu` 2[ O u u ^ ur) DO O U) U (L/) U NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. (A W [ l z CC uJ Cr LIL ~ TYPICAL GATE VALVE m z w w FIG. W-5 W Lu w [C w K TD-9 z 300E PSI COiIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN J RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN Y •• STEPS CAST IN PLACE e., '. PRECAST REINFORCED ''� ON-LINE CONCRETE SECTIONS 12" MIN "O" RING SEALS 4 16" MAX A 1 BRANCH ON 00 o N CD 00 rlj (TYPE "B") MINIMUM ELEVATION 12" ! 1 Q N00 O DIFFERENCE ACROSS M.H. 5" 4'-0" o FROM INLET TO OUTLET VARIES THREADED COJPLING SHALL BE 0.20 FEET. CONCRETE - VARIES - C, 2" BRASS NIPPLE AND PVC CAP DEPTH OF FLOW FILLETS CHANNEL 70 BE _o I LUBRICATE ALL THREADS `� CON DIAMETER OF CONTRIBUTING -- ='�-- SEWER. " a . AA 12" L9 METER BOX (SEE FIG. W-7) A FILLETED INVERT OR A SMOOTH 1 4,• NNOTE. J NO, 57 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE FLEXIBLE CONNECTIO N WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL z ti 2" PIPE SLOPED NOTE W/ NO. 68 STONE BE CORED AND A FLEXIBLE TO DRAIN IF = GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION " BOOT ' INSTALLED M 2BRASS SS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. p M VARIES VARIES 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED N p[LG INSIDE AND OUT. TYPICAL MANHOLE PLAN CIO 0! DEAD END TYPICAL MANHOLE SECTION - SHOWING BRANCH TIE IN qzl- Q (TYPE "A") SHOWING BRANCH TIE-IN o W TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-I-A FIG. S-I-B N O NTS FIG. W-e CV Q TD-25 TD-27 TD-19 > O Lu (4) 1" (25mm) DIA HOLES ON 32 3//4" (834mm) CIA BOLT C114CLE. 2' (51mm) LETTERS J Q ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) (RECESSED F 5H) > 0 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA r [25mm] 0 LLJ OFFICIALS AT THE START OF THE WORK. 2, THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 27 1/2' DA C3B/22] - [899mm] 28 1/4` DIA Y [BB7mm] 1176MMI DW r- [EOBmm24" ] [722mm] [16mm] 3B" DW - [914mmj FRAME SECTION r ,• (Efmlr3 w+ HOIJE 271/2- 6M 1 3 ] 0.um .• UI 94LT LIliiE 6BBmmT 0 � ZlmimmjM� bT®r'"^T I-W MA [2C MI - u[>l I Dim] 0 0 as• DIAit L914mm1 [tea""" TIO1 //2' FRAME SECN [20mm] JI x• DDROO UIB"0 (RE0L4YD YLIf.RG t 1 p N [ AR) 3lIr iI [+1 mm) 3 13/16' 0 22 13/18' 2 Ile [3Nnm 1 3/B- 0 28' 4 11/1G- [35mm] B/16` 0.0. OFB06"'i'"]OWE ( [17mm] [14mm] SECnONVIEW V4• (emm) Du �' BOLT EOPRENE CASKET s¢ BBMRr OpWL SLC W If WRIfG Dx z 1 I/D .; RUBp9AI$ 1 5/8LT YIXF1/1B2400"J� 141mm RRTf DW01250 PLAN VIEW 1 t/n• (ze,Om) DA Rrst [6mm F- [tsmm .0 � nARLe1s STE11. ROD vun'j R B/AlI Im DO w PICKHAR 0 LOCKLUG HOLE DETAIL HD1F3 2) N"T IM 5/0-I1 n NYLK PAJRf OD391201 1. ALL WA`W ES YAIWN 100 YEAR G11T TAW OR L BE GO IN AREAS SUBJO:T 1D MOOING SIWL HATE WAttTIBtlYt MANE h CDVFR (9J Nm Nx JNI 3/0-tt L1 2 ALIFI s ,,A L BE MR WATERIIGNT WITH LO BILL LO CD R SMIR). PART/ 00801 P10 S GOYD15 SHALL BE RIaD TO FAAA@5 Innl LOGpNG LOBS w 9YIWJt ASSa6LY. � TYPICAL WATERTIGHT 'ORD WIFMONTHS MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E (2) cLnsEC PICKHOLES Lli I� 0[�1 11/2" [38mm] Ili o ' 7 T z V f 0 (2) CORED PICKB4R5 U < 1 1/B` (29mm) ON BOSS Y LU IJ-I I-- [38m 3 m1/B' �] Ln .. _j D 23" DR [ CIA LU 25" [635mTM w o.o. of GASKET c600VE SECTION z fffJ Lij L �c J Q � 0C) CV O uJ C _ a LF) JOB NO. 182157 SCALE N/A SHEET NO. 11 -4 D. SMITH i 667 731 PLAT - --- --- r I - - - ------ - p f" "eeaO 7 CONCRETE _ STEPS s It;-- 6 afe _ �__ �9>BN ....�_ Pale Structure Area (Acres) Cw t. (Min.) 2 0.33 0.75 6.0 2B 0.13 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 6.0 813 0.19 0.75 6.0 10 0.11 0.75 6.0 IOB 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 76 0.10 0.75 6.0 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 0.45 0.50 6.0 98 0.38 0.60 7.0 102 0.36 0.65 7.0 104 0.19 0.70 6.0 106 1.00 0.90 5.0 112 3.40 0.40 14.0 114 1.03 0.50 11.0 YD1 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YME 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 0.24 0.40 6.0 YDSC 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YD11 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.09 0.40 6.0 YD13E 0.08 0.40 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD13I 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 YtmA 0.05 0.50 6.0 1D15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 0.35 12.0 YD16D 0.21 0.35 12.0 YD161)1 1.25 0.35 12.0 YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 ROOM 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 ROOF7 0.04 0.90 5.0 ROOF8 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF 13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF 16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 - i r III T LE CHURCH; '90- i 1RI TEMPLE CHURCH;L C 1 L IGHT,ftOBEIiT6 WR ;HOWARDG _ -' i CAREY TAa TEE 11 I - EPIT MARK Ise RVEV CONiR 0. 18D PG268 / / '' D SE31P NEL ANFLASHER / , / 1 TMP 9033A 11481276.SR "A, -FAITNTEMPLE CHURCH JANETHE -- aVATION M-10 "� oMH �«.."...u...• •:• .u..o.•u.• MATCHLINE - SEES DANIEL$. 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N- __-__ • ROOF>_o : --- S " ♦� - •• i•• : • _ - .� 6,a' a - ' a e a•• •♦ a♦: YD6 - - .��- ,.. .. : • : : i - --_. `�< II . - • ♦ 7 YDBjI •,♦ • I I I I 1LI 4$ R' • • _ 'O • : •jOria __ "--- -.. _ . ..a [,• i '_ 1 is ��} - \ : : f/'.�, _ • _ - •r- - - _ __ _ YDi3L YDi M -T_y _ _".. • •', iro ""77 D • + • - - y♦9 - '- :'___ - •i I i � � ° a___ - • � _ - ""���.'- i, -55" - '� � ___ r-_�,,•YD1jG - YD�3H ♦ 20 I- - 11 '. •I .._.., " ' � ..- I - : . • _" _ ` _a ••- YDl E V 'I �i 18 li •' -.. �' i : ♦ ----- " � .- i _- `YDi30 its -3 3 .• .. ROOFz , . I. I II I • - -j'" i _.-' i --_ i. � - YD1B -YD1C •• I I ^-I•:-II .L.. `-..._ __-• : •----- --- - �`- , . .' • i• �A`--- • � «.• ,','._ - _�_•: I '--- T I -•a- •i •: - ° ♦ `, i _ ROOFiy `` �0�....,......•'• .- ♦ ♦ , _�♦ • II. 6/t ♦ • W Y vo ♦ ♦ 94 J o .- Qn .i ! L r - YD32B - ♦ • _ - : 1 -- I .° � � w `'c`= . ; .: ♦♦." it � _ �� _ I : : -- • • I_. •: : O.1 n / y 1 Y -{ •� Ir` ICI •I 1 1 • 1... _ 3 111 �• �} • ♦ �.- -__ •�_ a ROOF1 '^ 4♦� � ,. ••�. .... lZ I 'I I li I �. �: II. i _ ' -.._ i•_ -_-_-__-_-_-_-____ i i i - i : 1 • iIT - - �I is %• ___ % •i� ° a _: ____•_._ _tF. '.•' ♦♦♦ e .� \� i ♦ `! v. I. ____ • rt • \. . • r - -no -_ • 1 s 4 - ROOF8 • i--•. i •' _T-- - rl ,y;. " •• • - YD1 D�'.. • - _ I i- • • -- •i may. • - i - _ • _ ` ♦•♦ si • YD1 A VDiSC bs ` 5 : 'r' -�_ (1�1 I • - TMP 90-35---- AND_ - �: YD16F •-_- _ -;r /. I l :♦ k ♦•♦ ♦ • S e 4 • r • I; _.oS I D4 NE E. ROWENA M. SNOW %% ♦♦: _ ♦♦ ♦ .. W. ss ss+. YD A • 5 -i ii2 1 lip .0 I : • D.B. Toe P. )sz -' - �,� D.B.bS]P. 234 PLAT ♦ TMP 90-27B •• ---i r} r 90 :.\ ♦ . • ♦ �♦ 4 •. • ,I I : • ! : ♦ STEVEN W. AND BETTY C. JOHNSON p 61 '- • 55 1D ♦ ♦ • D.B. 1026 P. 715 a -. •\ BB S61 6 YD1 • ♦♦ ••." • _ ♦ • '♦ D.B. 629P.E18PLAT • I , p ♦ • 5 ♦♦♦ e? '•-7-. •..- '' aOB ` 5 ♦ • a • - ♦ � :: ' i P r • 82 � ♦♦•ez �� YD15E •• ?v • : L i- £ - � ♦ ♦♦....• • --___ _______ !! • . . L • •° • •, YDLGE • i � • , , _ • I ---- , ROO F7 � / • TMP 90 5V i' •° ♦♦. :. ' j 11 - YDioA • • , YII I:'I : ' i RS. 1$D.4LLC • ♦ • • I, : • J • • D.B. an ao2 i L f •Y;- LI 60 l .. • ♦ ••• 'I � � 1 I 1 • L" • • • • p � �I I • • PLAT D.B.448 P•98 PLAT Jill •• � ' YD16D1 � I �i• i ° • I _. i • ',, � • '.'-_I�� 10 l 1- ----- ----T --_ :• �' . I � - _. � ��:♦ S4 sa, _I .1:'" 86 I�- I �'_,__ r.♦ r ,, : ♦ I� lI I • I - YD10 ' i • • - L ' 1. ' ♦: • ♦ - I s •_____ - __" ° • Y YDz i ��:: _ ♦♦ ROOFG. _ • -ssa�- 3 : -- 58B 27 YD16D r___ 1 ____ ___ tea:. , • YD11A - rALJI1IF NET EST I • ---- , _BERWY LANE .• . ar B. 8 P. 453 •• TMP 90.27 rr e 76-_»..«.•..`. .«.»N .« .«.r« .iaL». •' •_ ----________ �� ,? _: .♦P •1. i._.»Ss i• •- - .• .2 2 I LOT 1A r , I I ` I 6 ROGERS 24 CKEDANTZ r P. 264 L T : B.629 aaP. 46t : ...,_..-'_` --'_ -_��_. _�� _____ ♦♦ ______ �I _ __:'r- - i - e : i o.e.5oa,. eae aui ..`^I ii I'•' I�� 50 �.. i♦ '_+- Ili 'I -- �• - _� -♦� 1- ♦i ' C- `---' ,-- `--'II I `--L__,' I C__J I`__ `J♦ - ♦ ., -I - e. III i :- . I1 I I �/. '......_..._ •• i Y }•♦ �• Y.�_T a ' ♦' 1 W • •♦ 1•• 3'.v.l III 1• •� __-` , • ....... . ...........: -- - ----t- - _ / i • 2 _ "U- s .... .♦♦:. y ♦ r ROOFi. s 26 ♦ •: _ • ,_i-.---__ i e-___•.--_. i ♦ sts , ♦ •• __ F _. -O . ♦ ", • BENCHMARK TI . D • G. 2 w • • ♦ 11$$ ORP L .,, : :..... •J• m •-.CHA • A a lr i♦ ♦••• _ • i• ROUBEOTRE EJN♦LE GI ;,.... _ ` • ^, - -- eom -♦� STATION 105 - r o ♦ ••...Af....•.....•••. '_. YD16A - -_:,.. -.- '� ¢ • ♦ 112 V°Wt i -G. N3882993.340 ♦• -_ rr ° • - _ -___ -`-� -mot _`-� i 4••Of• - - •^+... 557 :'♦♦°♦ : "- - 4,�0 ,, 10!} __. ___ __ - _� -7. ` \ec- t' E"14Q82334.683 • "'_ 4 - ♦ - _ -- _- ♦ -- - ELEVATI 27.7t �_ 4 1 55 . • _ -- ----------- � sda sir..--t_.-.:. • f° Ia_ g6 _ -. _ _ loz } � �_ nr ` - u•a. Rrzo I =-� � B • FWF• ) a _ .ouu. .I'.aNr�titY u_u.L.a• ou.0ii uuo.0 .. ••••• }.. • i •P• '.vo, ��..... ..f• __ sp ✓• _ .e°- -'" -s3 - __ o4 ............ ......__.... .�.Y.u..u.�.a.., / •• A a...._...... ..�...........%t:.......u' _ i Gu....... - \ MAILBVX `, 31(p J; e o - -- - - - -" _-r_ _ - -- -,- �� - •♦•• - - 11/t _ _ _ Aw -- MAILBOX -, , - _ c _ - _ / y y y -- •............ -. - -- - ON 02 -- e.; \ T, _ M LBOX --"-- ___ MAILBOX °nT°ry `�.� / � \ "q) Peale - LI'. - _ - _-__ ____ .___ r a �`" TM w-ztD 4 o C /-._--_____ _T _______ __ _a__-_ Lo (1 I I ra 1 _ )' VDhI. AproxlmOte-..--_, JDE R01EEAND r r x I /-.. - - - --- - - --- -- RAHB.BE T '< 1M 90.218 '�` ', MON. Vo Pu61ic Service Esrrd. Aprax. 10 VEPCO Esmt VDH._- _ - - DD: _a7e7 P. 332 uT I 0.8.221 P.305 4, \ \ D.B.462 P.116 MON. - ---_ _- - /� r S H�N B. HENR / P Y1F II TMP 9139 I ': _ �`_ - ___ _ \ `\ DB2sePso CT�3 PH�C SCALE _ I - II - _ _ SCALE _ r r r D,B 2816 P. 28] - I JULIANP. BATTEN. JR.'\ "AI[�- __ _ __ Pd O.B 338 P. 33. 3) fAT /- LDT \ - V.B-13M P.33 TMP 80.21H HUNT 60I - D 30 Q11 120 cEn3 _ 24D P \ 1 TMP 90.21H _ Im I "� WIL RR.ANO 1 p.B.y350 P. 228, 22)pLgT 'BOROTHY B. EV .$HIFFLETT DDROTHY'r HUNT \ D.B. 3289 P.68 71 PLAT D.B1 P. 718, R0 T II ti - D813289 P. 68, )1 PIAT ,r-- S� I I D.B. Ott P. 31 Q \ T$ \ D.B. t)ll P. 31 Z _ r I m 1 a _ _ _ D_8. 1369 Pr226. 22T`PWT - q 0 P. 22b 22)PLAT ,- . 196 - �sI - J I I \ \ inch - 60 ft. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (Id) LENGTH' (ft) SLOPE I%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD1 12" Yard Inlet 534.00 8 21.25 4.71% 50.00 529.00 HDPE YD2 15"Vardlnlet 539.W 8 23.75: 3.16% 55.00 534.25 HDPE YD3 12"Yard not 544.00 8 15.25 1.64% fi($,00 539.75 HOPE YD4 3(V' Yard Inlet -Dome Top 555.67 15 41.00 285% 5').17 549.OD HOPE YD4A. 30" Yeld Inlet - Dome Top 555.75 12 4.00 8.25% 55050 550.17 HOPE YES. 12" Ckalout 677.25 8 20SO 3.66% 574.25 573,50 HOPE YDB 15" Yard Inlet 591.83 8 31.25. 3.20% SE6.87 5858] HDPE YD7C IT Vald Inlet 619.00 8 4235 7.75% 815.00 614.25 HDPE Y07B 12" Yard Inlet 617.50 8 23,50 1.06% 614.25 614.00 HDPE YD]A 12" Cle rout 618.00 8 73.75 9.49% 614.00 607.00 HOPE YD7 12" Clean= 611.00 8 22.75. 1429% 6C7.00 603,75 HOPE YD7E 17' Yard Inlet 629.63 8 41.75 13.96% 615.83 62D.00 HDPE YD7D IT Vard Inlet 625.00 B 27.75 18.02% 820.00 815.00 HOPE VDBC IV Yard Inlet 823.83 8 38.75 B.18% 619.17 616.00 HDPE YDBB IT Yard Inlet 618A3 8 60.75 0.82% 616.00 615.50 HDPE YDBA 12" Cleanout 620.00 8 28:25 2:55% 815.50 81i.83 HOPE YOU 12" Yard Inlet 618-50 8 73.50 14.73% 614.83 604.00 HDPE YD9 ITYard Inlet 607.50 8 32.50 0.77% 6C4.25 6D4.00 HDPE YD10A IT Yard Inlet 549.50 8 92.50 3.7B% 545.50 542.00 HDPE YD10 12" Yald Inlet 546.aa 8 43SO 1.72% 612.00 541.25 HDPE VD11A 12" Yard Inlet 538,00 8 19.75 0,86% 5:4.50 53T33 HOPE YD11 17' Geanout 539.00 8 7.5D 6.67°,6 SF4.33 533.83 HDPE YD12A IT Yard Inlet 568.67 8 15.75 1,08% 565.50 58533 HDPE YD12 1T' Cleanout 56750 8 94.00 7.41% SE5.33 56400 HDPE YD12B 12" Yard Inlet 570.33 8 20:50 4.88% 586.33 565.33 HDPE YD13I 12" Vald Inlet 597,00 8 41.50 13.66% 5.:2.50 586.83 HDPE YD13H 12" Yald Inlett 689.50 8 3025 0.53% 5E6.83 ------ HDPE VD13G IT Vend Inlet 590.33. 8 49.00 0.69% 5C6.67 586.33 HDPE YD13F IT Cleanout 593.50 8 27.50 0.58% 586.33 586.17 HOPE YD13E 12" Veld In 592.00 8 23.00 9A%. 5f8.1] 586.00 HOPE YD13D 12" Cleanout 595.00 8 69.00 2.54% M6.00 584.25 HDPE YD13C 12" Yard Inlet 589.00 8 30.50 18.03% SF4.25 578.75 HDPE VD13B '12" Vard Inlet 586.00 8 3550 16.20% 578.75 57100 HOPE YD13A IT Yam Inlet 576.00 12 50.75 0.49% 573,00 572.75 HDPE YD13 1T' Cleanou[ 5]725 12 36.00 0.69% 572.75 572,60 HDPE VD13M 12" Yard Inlet 60100 8 1 46.50 0.54% 8C0.00 599.75 HDPE YD13L IT Yald Inlet 607,00 8 90.75 0.55% 5%.75 599.25 HDPE YD13K 12 Yad Inlet 607.75 6 14.50 15.52% 5€9.25 597.00 HDPE YD13J 12 Clealout 601.00 8 35.50 18.31% 592.00 585.50 HOPE YD13N IT Yard Inlet 623.00 8 60.00 19.17% 816.00 604.50 HDPE YD13P 15" Vard Inlet -Dome Top 804.92 8 11100 12.91% 6C0.33 566,00 HOPE VD130 12" VaN Inlet 589.75 8 35.00 19.29% 5E0.00 573.25 HDPE YD14 12" Yard Inlet 608.00 8 605.25 0.03% 6C5.50 605,33 HDPE YD15B 12" Yard Inlet 571.00 8 35.25 12.26% SE8.33 58200 HDPE YD15A 12" Yard Inlet 55,131 8 67,50 1.97% 5FB.33 557.00 HDPE YD15 12"Yard Wet 561.00 8 15.25 3.28% W7.00 566.50 HDPE YD750 12" Vard Inlet 561.92 8 71.25 0.59% 559.25 558.83 HDPE YD15G 12" Yald Inlet 566.00 8 8935 0.72% SE8.83 558.33 HDPE YD15E 12" Yazd Inlet 560.00 8 M25 0.69% W7.25 557.00 HOPE YD16A 30" Yard Inlet - Dome Top 547.33 12 19.26 3.12% 5�3.35 592.75 HDPE YD16 24" Cleanout 550.25 12 8.75 5.71% 5C4.50 534.00 HOPE YD16C 30" Yard Inlet 554:00 12 44.00. 3,41% 5P0.50 549.00 HDPE YD16B IT CIRRI 55425 12 81.00 3,70% 549.00 546.00 HDPE YD16DI 30" Yard Inlet 557.00 8 34.33 341% 55300 551.83 HOPE YD16D 3W Vard Inlet 555.83 8 21.83 8.38% 5-1.8- 550.00 HDPE YD16F 30" Yard Inlet 583.67 8 39.50 8.66%. 519.67 556.25 HDPE VD16E 30" Yard Inlet 560.00 8 74.67 1.67% 5.825 555.00 HDPE ROOFI2A 12" Chenoul 559.75 8 SOD 1.60% 55.00 554.92 HDPE ROOF12 17' Clealout 559A2 8 20.75 4.43% 5:4.92 554.00 HDPE Lic, No. 035791 08/24/20 ' ,1SIONAL E�Gl H F Z � ZZ O W a <F O U W DO Z) (n U) U L ^ Z O r W a V) > zT,p w i l!)Uj [ WOf > - LU 0 c ' 1 0 ,Ti�N N N N W co u ur, M coN 11 t\O n W C) CD CD O L9 M co (3) N �y z 04 LL 1 W � °- N 0 N Q Q W -i J_ > Q L9 I L G O w zIM w _ �7 z W U Q Q Y J LLI ~� p UlJ I LLJ CO Z n J F--LU �c QNN OC) 0 C\1 Uj w a En JOB NO. 182157 SCALE 111 _ 301 SHEET NO. 12 Design Storm Year= 10 Design Storm Year 10 Design Year. 10 Project: Springhill Job#: 182157 Prepared by: AML,PE � SCOTT R. LINS7 U Lic. No. 035791,E ° 06/16/20 O��SSIONAL E�Gl 7 w W Z Z w n Z O U O c 0 U C w 3 N m a 0 o 3 c O ° N c `o c m 0 0 U 0 O E �O O c N O 0 3 v m 0 n a c a m O r N o c L 3 3 a N o z Z_ w w W z z W Z 0 O a m N m O r m o c 1= J, U O a o m ° 0 m a m POINT DOWNSTREAM DRAM RUNOFF CA INLET' RAIN RUNOFF INVERT LENGTH Z>'> O u LLII U WO O oc co in in ti Z '" w O U < W a W 1n >>aaa cc w O N U < W a W 1n oc Z W E U O 0 Z = O W J Q W In w 1 1] W W Z W U O 0 Z 7 O W J Q W In w d 17 WLf) W K Z W E V O 0 Z O W Of Q W ca w d 0 W W W Q M tr N N O rj 00 O rN O c: O o l\O O T v' co - (o N 1 rn W � N W ^ w J //� VJ 1rW O = W 1 Y ui P� v 1II W Z W _ U, W n/ Q PIS o O N za °- Q O V / z0 J O LL I� J J W Q Q V J �/ J Q '-' z J LL J Q H� 2 v z W W W a JOB NO. 182157 SCALE N.A.0 SHEET NO. �3 51RUCTlJRE AREA COEFF. TIME FALL Q ELEVATIONS $LOPE DIA CAPA- CITY VEL FLAW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEED FT./FT. ®- 11, 1 1 1 1 1 1 • 11 ®®---_--_- -®' •1 1 ®®� 111 Ito ® 11 ________--_-- - for inlets draining to stormwater management facilities, where overland flow to facilities is rat available, 100% capture is required at 6.5in/hr - -for inlets draining to stormwater management facilities, where overland flow to facilities is not atailable, 100W capture is required at 6.SiNhr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 9,50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydroogy Curb antl Gutter Inlet � v s F E g s s g y r .a e� C 1 .- _o 9 Z qc a _ ti �O �O °' � 3 `u A � r v H O a L _2 W p, e 0 S 0 2 a g a - e N g a d ti 0 d a o v; . LS 3 9 rc J left 0.1] 0.75 0.128 0.83 0.00 033 0.0010 0.0200 2.0 0.0200 1.0000 9.57 v v right 0,16 0,75 0120 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.36 2 3C 10.0 carrbbedfbw 1.8 0.14 0.302 6.91 left 0o5 0.75 0038 0.24 0.00 0.24 0,0010 0.0200 2.0 0,0200 1.0000 6.05 right o.os o.7s ooae D.za o.00 024 o.Do10 D.o2oo 2.0 o.ozoo v0000 s.os 8 3C 6.0 corrbNed fbw 0.5 OLE 0.172 3.94 efl O04 O.fiS 0.02fi O.t] 0.00 0.1] 0.0010 0.0200 2.0 0.0033 4.1650 5.2] rign 0.03 O65 0020 0.13 0.00 0.13 0.0010 0.0200 2.0 0,0833 4.165D 4.73 1fi 3C 6.0 corbinedflow 0.3 00fi 0.123 2.82 eft 0.06 0.65 0.039 0.25 II'D 0.25 0.0010 0,0200 2.0 0.0200 1,0000 2. right 0.06 0.65 0.039. 0.25 0.00 0.25 0.0010 0.0200 ?.0 0.0200 1.0000 6.14 28 3C 6.0 conbnedfbw O5 O08 0.178 4.04 left 0.06 1.65 0.039 0.25 ON 0.25 0.0010 0.0200 2.0 0.0200 1,0000 6.14 right 0.07 0.65 0046 0:30 0.00 0.30 0.0010. 00200 2.0 0.0200 1.0000 6.50 56 3C 6.0 corvbinedfbw 0.5 0:09 0.188 4.28 eft 0,09 0,65 noes 0.38 O00 0.38 0:0010 GoNO 2.0 00200 1.0000 7.15 right 0,09 0.65 0059 0.38 0.00 0.38 0,0010 0.0200 2.0 0.0200 1.0000 7.15 56B 3C 8.0 combined fbw 0.8 O09 0.204 4.67 left 0.09 0.75 O.OfiB' 0.44 0.00 O44 0.0010 0.0200 2.0 of 200 9.0000 7.54 rlght 012 0.75 D.090 0.59 O.N 0.59 0,0010 0.0200 2.0 0.0210 1.OW0 8.40 70 3C 8.0 cartbeetl now 1.0 0.11 0.248 8.69 eft 0.04 0]5 0030 0.20 0.00 0.20 0,0010 0.0200 2.0 0.0200 1.0000 ESE right 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.4fl 76 3C 6.0 cahbbedfbw 0.5 0.08 0.172 3.94 If' 0.18 0.65 0.117 0.78 0.00 0.76 0.0010 0.0200 2.0 0.0200 1.OW0 9.27 right 0.18 0.65 0.117 ow 0flo 0.76 0.0010 0.0200 2.0 0.0200 1:0000 9.27 iD2 3C f0.0 cortbbetlfbw LS 0.13 0.291 6.66 * gutter longitudinal slope of 0.001 should be used in a sump condition *gutter longitudinal slope of 0.001 should be used in a sump condition -.grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth -for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sufice for the 10yr conveyance to the facilities -for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by owdand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. TH 0�D �� SCOTT R, LINS' U Lic. No. 035791 � 6 06/16/20 O��SSIONAL E�Gl 5 w w z z W Z J 0 U 0 c O c :: 3 N v 0 m L 3 O w 3 U c 0 N C �- 7 0 c 0 0 0 m a e 0 c 0 U 0 o�j _ E 0 c a 0 U c 17 v 0 w o 3 N 0 n a a 0 a o v N N ° a 0 c a 0 w a c 0 o c - 0 o r 3 C I a o W o c E c7 Z_ X w w z Z w z � o U_ () '� Q a U- > .N U N U y 0 0 c U 3: U - o 0 0 a c 0 ur o a 0 0 F STRUCTURE DRAINAGE ZQ O LLrI . cc U W O UI cc � DO Z) J ,a_, �'- Z w � Q U) ¢ W a W to w � Q to Q W a W to F Z w E U cis Z � W J Q W o a 1 w UI W Z Z w � 0 U 06 Z 7 W J Q W o a W d 0 w U) W K Z Z w E U 0 Z � W cc Q W o a W d 0 w U) W YD13L ce W Q C Cr, .--i � .\-I .+ CD N N00 '\-I o � N 0 N � CD II C) 0 N � � to 0 0 r co Z M - M N ��yy LL 1 N W ToT VJ N N W Q W J J Z -� �' V' W 0 o Z -<j T 1 U 1 W i Uj rDr^ v/) W W W Z � � mi W QV LJ_ < o O N 01/, z Q J °- 0 O Ce z 1--� I W Q J J ~4 > -J J ~� = V z ^ a- / ) `/ r W r1 a. r /� V / z O_ LL I� Qo J U J Q3 W ) I"I `/ 7 Z a � Q I-- W to 112 JOB NO. j 82 j ,57 SCALE N.A. SHEET NO. 4 D (IN) FLOW TYPE INLET TYPE AREA (I"T2� PERIMETER (FT) A (ACRES) C f (MMR) l2 (,CPS YDl 12"Nybphst Yard Inlet 0:42 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YD1 12"Nybphst Yard Inlet 0.42 4.49 0.1t 0.50 6.50 0.358 1.U7 WIIRFLOW YDl 12"Nybphst Yard Inlet-50%cogged O.Z] 2.25 O.II 0.50 4.00 0.220 1.33 WEIR FLOW YDl 12"Nybphst Yazd lNet-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 O.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-50%cogged 1.43 4.30 L54 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30"Nybphst Yard Inlet 2.85 &.fi0 1.64 0.55 4.00 3.608 3.23 WEIR FLOW YD4A 30"Nybphst Yard Inlet 2.85 8.60 L54 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4A 30"Nybphst Yard Inlet-50°%cblged 1.43 4.30 1.fi4 0.55 4.00 3.fi08 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 ORIFICEFLOW 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 0:21 0.45 4:D0 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 IS"Nybphst Yard Inlet-50%coged 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 cogged 0.21 2.25 0.19 0.35 6.50 0.432 192 WIIR FLO W YD7C 12"Nybphst Yazd Inlet D.42 4.49 0.09 0.35 4.00 0.12fi 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 0.12b 0.35 WEIR FLOW YD7C 12"Nvbphst Yazd Utkt-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"Nyoplast Yard Inlet-50%cogged 0.21 2,25 D.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 b.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. 12"N}4dphst Yard Inlet 0.42 4.49 D: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 0.2] 2.25 0.09 0.35 4.00 0.126 0.35 WEIR FLOW YD8 12"NvbphstYard Inlet-50%cogged 0.2] 2.25 0.09 0.35 6.50 0.205 LI7 WEIR FLOW YD8B 12"Nybphst Yard Inlet 0.42 4.49 0.24 0.40 4.00 0.384 1.12 WEIR FLOW YD8B 12"Nybphst Yazd Inlet 0.42 4.49 0.24 0.40 6.50 0.624 1.55 WEIR FLOW YD8B 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.24 0.40 4.00 0.384 1.78 WEIR FLOW YD8B ° 12" N b last Yard Inlet - 50 /o clogged Y P 031 2.25 0.24 0.40 5.50 0.624 3.67 WEIR FLOW YDSC 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.30 4.00 0.096 0.44 WEIR FLOW YD8C 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.30 6:50 0.156 O.bl WEIR FLOW YD8C 12"NvbpfastYard Inlet-50%cogged 0.2] 2.25 0.08 0.30 4.00 0.096 0.71 WEIR FLOW YDBC 12"Nybphst Yazd Inlet-50%cogged 0.21 2.25 0.08 0.30 6.50 0.156 0.95 WEIR FLOW YD9 l2"Nybphst Yazd Inlet 0.42 4,49 0.04 0.30. 4.00 0.048 0.28 WEIR FLOW YD9 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 0.39 WEIR FLOW YD9 12"Nybphst Yard Inlet-50%cogged 0.21 225 0.04 0.30 4.00 0.048 0.44 WEIR FLOW YD9 12"Nybphst Yazd Inlet-50%Cogged 0.21 225 0.04 0.30 6.50 0.078 0.61 WEIR FLOW YD10 12"Nybphst Yard Inlet 0.42 4.49 0.19 0.40 4.00 0.304 0.96 WEIR FLOW YD10 12"Nybphst Yard Inlet 0.42 4.49 0.19 0.40 6.50 0.494 1.32 WEIR FLOW YD10 0 12 N b last Yard Wet-50 /o clogged Y P t� 0.21 2.25 0.19 0.40 4.00 0.304 1.52 WEIR FLOW YD10 l2"Nybphst Yazd Inlet-50%eby�ed 0.21 2.25 O.19 0.40 6.50 0.494 2.30 WEIR FLOW YD10A l2"N b hst Yard Inlet Y P 0.42 4.49 0:08 0.40 4.00 0.128 O .54 WEIR FLOW YDlOA l2"Nybplas[Yard Inlet 0.42 4.49 0.08 0.40 6.50 0.208 0.74 WEIR FLOW YDlOA ° 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YDlOA l2"Nvbphst Yard Inlet-50%cogged 0.21 2.25 0.08 0.40 6.50 0.208 1.18 WEIR FLOW YDl1A 12"Nybphst Yazd Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD11A 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD11A ° l2"Nb hst Yazd Inlet-50/o clogged Y P 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD11A 0 12"N b last Yard Inlet-50 /o clogged Y P (� 0.21 2.25 0.04 0.50 6.50 0.130 0.3 6 WEIR FLOW YD12A 12"N b last Yard Inlet Y P 0.42 4.49 0.41 0.30 4.00 0.492 1.32 WEIR FLOW YD12A 12"Nybphst Yard Inlet 0.42 4.49 0.41 0.30 6.50 0.800 1.33 WEIR FLOW YD12A 0 12 Nvb last Yard Inlet-50/o clogged P 0.21 2.25 0.41 0.30 4.00 0.492 1 2.�8 WEIR FLOW YD12A 12"Nvbphst Yard Inlet-50%cogged 0.21 2.25 0.41 0.30 6.50 0.800 6.02 ORIFICE FLOW YD12B 12"Nybphst Yard Inlet 0.42 4.49 0.36 0.35 4.00 0.504 1.34 WIIRFLOW YD12B 12"N b last Yard Inlet Y P 0.42 4.49 0.36 0.35 6.50 0.819 1.8 6 WEIR FLOW YD12B 12"Nybphst Yazd Inlet-50%cogged 0.21 2.25 0.36 0.35 4.00 0.504 2.J9 WEIR FLOW YD12B 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.3b 0.35 6.50 0.819 6.31 ORIFICE FLOW YD13A 12"Nybphst Yard Inlet 0.42 4,49 0.04 0.30 4.00 0.048 0.28 WEIR FLOW YD13A 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 0.39 WEIR FLOW YD13A 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.04 0.30 4.00 0.048 0.44 WEIR FLOW YD13A 12"Nvbphst Yazd Inlet-50%cogged 021 2.25 0.04 0.30 6.50 0.078 0.61 WEIR FLOW YD13B 12"Nybphst Yazd Inlet 0.42 4.49 O.IO 0.35 4:00 STRUCTURE DRAINAGE D (M) FLOW TYPE. IIJI.EP TYPE AREA (PT2) PERIMETER (PT) A (ACRES) C I (IN/EIR) Q (CPtfl 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%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%cogged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YD13E 12"NybphstYard Inlet-50%cogged 0.21 2.25 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 YD13G 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR FLOW YD13G 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 O.Ob 0.50 4.00 0.120 0.82 WEIRFLOW YD13G 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 O.Ob 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 Inlet-50%cogged 0.21 2.25 0.09 0.35 6.50 0.205 l.l' WEIR FLOW YD13K 12"Nybphst Yard Inlet 0.42 4.49 0.t2 0.45 4:fl0 0.215 0.76 WEIR FLOW YD13K 12"N b last Yard Inlet } P 0.42 4.49 O.t2 0.45 6:50 0.351 1.05 WEIR FLOW YD13K 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.12 0.45 4.00 0.216 1.21 WEIR FLOW YD13K 12"Nybphst Yard Inlet-50%cogged 0.2I 2.25 0.12 0.45 6.50 0.35] 1.67 WEIR FLOW YD13L l2"Nybphst Yard Inlet 0:42 4:49 0.08 0.60 4.00 0.192 0.7t WEIR FLOW YD13L 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.60 6.50 0.312 0.98 WEIR FLOW YD13L 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW YD13L 12"Nylopl6st Yard Inlet-50%cogged 0.21 2.25 0.08 O.fiO 6.50 0.312 L55 WIIRFLOW YD13M 12"Nybphst Yard Inlet 0.42 4.49 0.04 O.fiO 4:00 0.09fi 0.44 WEIR FLOW YD13M 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.60 6:50 0.156 0.61 WEIR FLOW YD13M 12"Nyophst Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 4.00 0.09fi 0.71 WEIR FLOW YD13M 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 6.50 0.156 0.98 WEIR FLOW YD13N 12"Nybphst Yard Inlet 0.42 4.49 0.01 0.30 4.00 0.012 0.11 WEIR FLOW YDI3N 12"Nybphst Yard Inlet 0.42 4.49 0.01 0.30 6.50 0.020 0.1.5 WEIR FLOW YDI3N 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.01 0.30 4.00 0.012 0.18 WEIR FLOW YDt3N 12"Nybphst Yard inlet-50%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.24 WEIR FLOW YDt30 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YDI30 12"NybphstYard Inlet 0.42 4.49 0.08 0.35 6.50 0.182 0.68 WEIR FLOW YDI30 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YDI30 12"Nylophs[Yard Inlet-50%a cogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLOW YD13P 15"N}bplast Yard Inlet 0.54 5.40 0.30 0.30 4:00 0.360 0.95 WEIR FLOW YD13P 15"Nybphst Yard Inlet 0.64 5.40 0.30 0.30 6:50 0.585 131 WEIR FLOW YD13P IS"Nybphst Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 4.00 0.360 1.51 WEIR FLOW YD13P 15"Nybphst Yard Inlet-50°/a cogged 0.32 2.70 0.30 0.30 6.50 0.585 2.08 WEIR FLOW YD14 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.48 WEIR FLOW YD14 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.176 0.6ti WEIR FLOW YD14 12"Nybphst Yard Inlet-50%ebgged 0.2I 2.25 0.09 0.30 4.00 0.108 0.76 WEIR FLOW YD14 12"Nybphst Yard inlet-50%cogged 0.2I 2.25 0.09 0.30 6.50 0.176 LOS WEIR FLOW YD15 1?"NybphstYard Inlet 0.42 4.49 0.10 0.35 4:00 0.140 0.5^ WEIR FLOW YD15 12"Nybphst Yard Inlet 0.42 4.49 O.10 0.35 6:50 0.228 0.79 WEIR FLOW YD15 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.10 0.35 4:00 0.140 0.91 WEIR FLOW YD15 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.I0 0.35 6.50 0.228 1.25 WEIR FLOW YD15A 12"Nybphst Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"Nybphst Yard Inlet 0.42 4.49 0.05 OSO 6.50 O.lfi3 0.63 WEIR FLOW YD15A l2"Nybphst Yard Inlet-50%cogged 0.21 2.24 0.05 0.50 4:00 0.100 0.72 WEIR FLOW YD15A 0 12"N to hst Yard Inlet-50 /acb clogged Y p YS 0.21 2.25 0.05 0.50 6.50 0.163 LOU WEIR FLOW YD15B 12"Nb hstYard Inlet } P 0.42 4.49 0.06 0.30 4.00 0.072 0.3" WEIR FLOW YD15B 12"NybphstYard lnki 0.42 4.49 0.06 0.30 6.50 0.117 O.SI WEIR FLOW YD15B 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.06 0.30 4.00 0.072 0.58 WEIR FLOW YD15B 12"NybphstYard Inlet-50%4 clogged 0.2] 2.25 0.06 0.30 b.50 0.117 0.811 WEIRFLOW YD15C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.50 4.00 0.180 0.6R WEIR FLOW YD15C 12"Nybphst Yard Inlet 0.4? 4.49 0:09 0.50 fi.50 0.293 0.93 WEIR FLOW YD15C 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.09 0.50 4:00 0.180 1.07 WEIR FLOW YD15C 0 12 N.o last Yard Inlet-50 /o clogged Y P 0.21 2.25. 0.09 0.50 6.50 0.293 1.48 WEIR FLOW YDISD l2"N b hst Yard Inlet 3 P 0,42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YDISD 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YDISD 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YDtSD 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YD15E 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD15E 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15E P 12"N b hs[Yazd Inlet-50/a clogged Y P 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD]SE 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.04 0.50 6:50 0.130 0.86 WEIR FLOW YD16A 30" N b last Yard Inlet } p 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIR FLOW YD16A 30" N b last Yard Inlet } P 2.85 8.60 0.22 0.40 6.50 0.572 0 95 WEIR FLOW YDI6A 30"Nybphst Yard Inlet-50%cogged 1:43 4.30 0.22 0.40 4.00 0.352 1.09 WEIR FLOW YDI6A 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.22 0.40 6:50 0.572 LSU WEIR FLOW YD16C 30"N b last Yard Inlet i P 2:85 8.60 L28 0.35 4.00 1.792 2.03 WIIRFLOW YD16C 30"NybphstYard lnkk 2:85 8.fi0 1.28 0.35 6.50 ?.912 2.811 WEIR FLOW YD16C 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 L28 0.35 4.00 1.792 3.22 WEIR FLOW YD16C 30"NybphstYard Glkt-50%cogged 1.43 4.30 L28 0.35 6.50 2.912 4.00 ORIFICE FLOW YD16D 30"Nybphst Yard Inlet 2.85 8.b0 0.2] 0.35 4.00 0.?94 0.61 WEIR FLOW YD16D 30"Nybphst Yard Inlet 2.85 Sb0 0.21 0.35 b.50 0.478 0.84 WEIR FLOW YD16D 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.21 0.35 4.00 0.294 0.96 WEIRFLOW YD16D 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.21 035 6.50 OA78 133 WEIR FLOW YD16Dl 30"NybphstYard hlkt 2.85 8.60 L25 0.35 4.00 1.750 2.OU WEIRFLOW YD16DI 30"Nybphst Yard Inlet 2,85 8.60 L25 0.35 6.50 2.844 2.76 WEIR FLOW YDI6D1 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 L25 0.35 4.00 1.750 3.17 WEIR FLOW YDI6D1 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 L25 0.35 6.50 2.844 4.OU ORIFICE FLOW YD16E 30"Nybphst Yard Inlet 2.85 8.b0 0.64 0.35 4.00 0.896 1.28 WEIR FLOW YD16E 30"Nybphst Yard Inlet 2.85 8.60 0.64 0.35 6.50 1.456 1.7^ WEIR FLOW YD16E 30"NybphstYard Inlet-50°/a cogged 1.43 4.30 0.64 0.35 4.00 0.896 2.03 WEIR FLOW YD16E 30"Nyophs[Yard Inlet-50%cogged 1,43 4.30 0.b4 0.35 6:50 1.456 2.80 WEIR FLOW YD16F 30"Nybphst Yard Inlet 2.85 8.60 O.IS 0.50 4.00 0.300 0.62 WEIR FLOW YD16F 30"Nybphst Yard Inlet 2.85 8.60 O.IS 0.50 6:50 0.488 0.85 WEIR FLOW YD16F 30"NybphstYard Inlet-50%cogged 1:43 4.30 0.15 D.50 4.00 0.300 0.98 WEIR FLOW YD16F 30"Nybphst Yard inlet-50%cogged 1.43 4.30 O.15 0.50 6.50 0.488 IJ-5 WEIR FLOW STRUCTURE DRAINAGE D (IN) FLOW TYPE IHIII' TYPE AREA (Fl ) PPA2IMFI'FR (FT) A (ACRES) C I (IN/FDt) Q (CFS) 112 DI-7 5.98 I2.83 3.40 0.40 4.00 5.44 3.3 WEIR FLOW 112 DI-7 5.98 12.83 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW 112 DI-7 - 50%cogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 DI-7 - 50°fo cogged 2.99 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity fi.50 (Intensity is 4 iNhr for spread, and 6.5 iNhr or capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 10119t Hydrology Curb and Gutter Inlet m � N q N O � N V m o E � g � r c � 8 $, � le v u' n s o d � o = � y, � 8 � o �' o o � m £ `c 4 � yyu a p B o m � o P w y` m w y „ c m .€ `o �' � a � ¢ ci � o o vi . in 3 w w �- a r eft O.i7 0.75 0120 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right O.i6 0.75 0.120 0.48 0,00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.80 2 3C 10.0 cortbirred fbw 1.0 0.70 0.218 6.00 left 0.05 0.75 0.038 0.15 0.00 0.15 D.0010 00200 2.0 0.0200 1.0000 5.04 right O05 0]5 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 6 3C 8.0 eorbiiredfbw 0.3 006 0124 2.86 left 0.04 0.65 0.028 0.10 0,00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.39 fight 0.03 0.85 0.020 0.08 0.00 O.OB 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C 6.0 corrbirietl flow 0.2 0.04 0.089 2.04 left 0.06 0.85 0.039 0.16 0.00 0.16 0.0010 0.0200 2:0 0.0200 1.0000 5.12 rghl 0.06 0.65 0.039 0.18 0.00 0.18 0.0010 00200 2.0 0.0200 1.0000 5.12 28 3C 6.0 conbeed flow 0.3 0.06 0.128 2.92 left 0.06 0.65 0.039 0.18 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 542 right 0.0] 0.65 0.04fi 0.18 0.00 0.18 0.0010 0.0200 2.0 O.d200 1.0000 5.42 58 3C 6.0 eortbirretl fbw 0:3 D.O6 0.135. 3.08 left 0.09 0.65 0.059 0.23 0.00 0.23 0:0010 0.0200 2.0 00200 1.0000 5.96 right 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 56B 3C BA cortbinetl fbw 0.5 0.07 0.147 3.38 left 0.09 075 0.068 0.27 0.00 0.27 D.0010 0.0200 2.0 0.0200 1.0000 8.29 r®nt 0.iz o.76 ao90 o3s o.00 o.as O.Ooio D.o2o0 2.o D.ozoo 1.00ao zoo ]0 3G 8.0 combined now O6 0.08 0.180 0.12 0.04 0.75 d.030 0.12 0.00 0.12 0.0010 0.0200 2.0 00200 1.0000 4.64 right Z. 0.06 0.75 0.045 0.18 0,00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.a0 76 3C 8.0 combined flow 0.3 0:06 0.124 2.85 left 0.78 0:65 0.117 0.47 0.00 047 00010 0.0200 2.0 0.0200 1.0000 7.72 right 0.18 0.85 0.117 0.47 0.00 047 0.0010 0.0200 2.0 0.0200 1.0000 7.72 102 3C 10.0 cortbined fbw 0.9 O10 0.210 0.82 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 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. 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 i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 625 615 610 6o5 e 595 • • 585 575 570 565 56o I&I 545 4491 535 IMB 525 r� \ 39 PROPOSED 8" 22.51 BEND \ 3zA 1.2' 35 TIE-IN TO EXISTING 12" DI WATERLINE 1 WITH PROPOSED 12"x8" T.S.&V. I PROPOSED 8" CL. SI D.I. WATERLINE 4.6' I 3.5 III � 41MIN 11 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS \\ FILL (TYP.) / PROPOSED 8"x6" TEE (1) - 8" G.V., (i) - 6" G.V. MATCHLINE - SEE THIS SHEET 50 POSED SANITARY SEWER SED FIRE I BLY WITH VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FELT ) 1 inch = fL. HORIZONTAL GRAPHIC SCALE 0 25: 50 100 IN FEET ) 1 inch = �W ft. VDOT STD. CD-1 PROPOSED VDOT STD. 200 0 'ROPOSED 8"x8" TEE (3) - 8" G.V. PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6"TEE PROPOSED 8" CL. 52 D.I. WATERLI GRADE PVI STA: 11+24-33 TH PVI ELEV: 629.09 ODD K: 12.5o LVC:12S.00 O 635 000 m w ° SCOTT R. LINS7 TIE-IN U Lic. No. 035791 TO EXISTING AVON ST. EXT. � m 00 N + n + w STA. io+oo, ELEV=631.58 0 � H � °p 05/05/20 o��SStONAL m m PROPOSED FIRE HYDRANT ? w 0'G' 630 ASSEMBLY WITH 8"x6" TEE PROPOSED VDOT STD. CD-i 00% - I \ N 0 625 \ � 39 PROPOSED 8" 22.5° BEND w W 12 620 35 32A z w w 0 0 TIE-IN TO EXISTING 12" DI WATERLINE 1 = W F F WITH PROPOSED 12"x8" T.S.&V. Ln r Z Z p p Z PROPOSED 8" CL. 5I D.I. WATERLINE o o o 06 06615 4.6' O U U zz 3 5' O II U m m tail 0 0 MIN. V �"� w Ln ¢ ¢ u cJ w J Of Cr W W H Z .a. a a 0� cc 610 41' r o Z > o z o o W jLu oc w a a PROPOSED SANITARY SEWER _ ' ROPC w/ w w w t SERVICE LATERAL CROSSINGS \ / 3 5 `L o 0 \\ FILL (TYP.) 11' U') Lf) 605 \ / Lu Lu O 30A \ PROPOSED 8"x6" TEE 6' 600 (1) - 8" G.V., (1)- 6" G.V. MA CHLINE - SE THIS SHEE PROPOSED SANITARY SEWER CROSSIN _ _ W a% o N 0 r'j 0595 fn p CD W1 f 00 d ^ O !. HO HO f .--I N O 0 10 LO IDD m 10 1N0 L00 10 1D l00 ID LD ko 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 3 m 0 N Ln w v V co Cm 1 PVI STA:17+( PVIELE :54 K:3 .00 LVC So.c V W \ \ FILL (TYP.)�\1.2' \ 1oA \ 3 5' 1 \ MIN. \ VDOT STD. CD-i SED FIRE HYDRANT BLY WITH 8"x6"TEE PVI STA: i PVI ELEV: K: 26, o } ni m In n� + m V U �m w 00LJ PVI STA: zo+91.50 PVI ELEV: 532.76 K: 2.50 XISTING GRADE LVC: io.00 m OW PT. STA: 20+91.51 + LOW-PT€t — O tD LD Ln m 00 ~ UI \ 00 M + n n M V Zuw \ Nw w o > ca Ln > \ m w ?i \ TIE-IN TO EXISTING z m \ SCOTTSVILLE RD (RT 20} o 0 — \ STA. 21+31, ELEV=533.55 PROPOSED 8" IN -LINE G.V. \\ J +o LnT N a 1 �- 0 ° Ln a 3�7' \\ Ln- w mm�� PROPOSED 8"x8" TEE 55 (3) - 8" G.V. TJ / 2A PROPOSED VDOT STD. C ti Co rM 570 _ m N z C7 � Q 565 W rn J �- C\I CV 0 W Q > O Lu 56o Lu J 7, _1 J_ LL ® > Q 555 � LIJ z � 0 LL LV z O _ J 550 _ (D uJ U Q Q W Y J 545 LLI > 06 U) J Q O 540 Lu = - C z 535 F W i--i V / Q CD 530 C) IROPO$ED VDOT STD. CD-1 0 O ED VDOT STD, CD-2 PROPOSED SANITARY SEWER CROSSIN ly - 525 10 00 "t 00 Ln It O 00 n ^ H M H H 0' H O m H 01 H 00 H N H m H I. H � H 0 N N r` O1LD It H Ln 00 00 �,,� l0 ry Ol Ln H Ln H O H O Ol w �t Ln O O: 00 O CO N N LD O LD ^ O O 01 O O 00 O H O LD IY'1 O O 00 H S S 06 M W 0 H o6 1p S H Ln lD Ln M H 0) M ,,.1 N ,,.1 N N H N 0 N 0 H O 0 O 0 0) a) 00 01 I� '+ 00 r` 00 ^ l0 N ^ lD 1D In lD S S '+ �. .t _'t n 1n --t m m M M N M lD 10 lO 1O ID w 1D LD 1D w 10 lO t0 ID t0 Ln Ln t(1 Ln V1 V1 V1 Ln Ln L' Ln ,n V1 Ln Ln L,1 Ln 4!1 Ln u1 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+So 17+00 17+So 18+oo 18+So 19+00 1g+5o 20+00 20+50 21+00 21+50 DAUPHIN DRIVE PROFILE PUBLIC ROAD - DESIGN SPEED = 25 MPH b w W CL (n JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 15 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 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. 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 3' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 1L. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 620 PVI STA: 1o+15.00 PVI FI FV• F,m Ro 590 585 PVI STP):11+54.00 PVI EL V: 556.84 K- LVC:1 6-03 zo8.00 575 PVI STA: io+l5.00 PVI ELEV 554.06 K: 2.50 LVC: io.00 / LOW PT. STA: 1o+i5.o / LOW PT ELEV: S54.11 570 oH Ln N � / ov NU U'�m > w / EXISTING GRADE 565 m o w / o / o / H N 56o Z � R. 1. 6' PVI STA: 15+75.24 PVI ELEV: 577.96 K: z6.59 LVC: So.00 N 0) N o00 PVI STA:14+z3.98 `+" o Ln PVI ELEV: 583.83 u O u K:1z.o3 u m u w LVC:167.0o m W 590 00 HIGH PT. STA: 14+60.79 ,O1„ PVI STA:16+3S.24 HIGH PT ELEV: 581.49 o PVI STA: 1 +18.8 n 10 00 PVI ELEV: 576.76 7 7 lu K: 2.5o PVI ELEV: 575.69 u ~ u LVC: io.00 K: i5.00 > PROPOSED A.R.V. In > m 5 w L OW PT. STA: 16+35.24 LVC: 60.00 LOW -PT E585 L€V: 576.8-LOW T. STAa.7+18.87 -- PROPOSED GRADE LO PT ELEV: 575-99 / N to 0° N W O t0 O l0 rl Ol m rl It 00 N 00 N PROPOSED / PROPOSED 06 � 00 a VDOT STD. CD-1 3 8 VDOT STD. CD-1 Ln > .. > k .. w 58o 8i -mom w w u _m v w - 2.00% m w 3 5' -2.00 % \ MIN. \ � FILL (TYP.) 1\ 575 \ / PROPOS D VDOT STD. CD-3 PROPOSED VDOT STD. CD-2 FILL 65 PROPOSED SANITARY PROPOSED FIRE HYDRANT 1.2' (TYPO SEWER CROSSING ASSEMBLY WITH 8"x6" TEE 570 R IPOSED 8" IN -LINE G.V. Z w NOTE: SECTION OF O PROPOSED 8' x8"G E r LOYOLA WA SHALL BE A w w 8 (3) PRIVATE ROAD FROM STA. L^ F' ,^+ Lu 16+5o TO STA. WITH w > Q L L L g o o DESIGN SPE D OF 15PH. z a _� 565 U Z o Ln= `° LM CL z<~ii LLI Z) K 56o F / 3.5' ��PROPOSED SANITARY SEWER Lu > !/ MIN. gl ROPOSED 8" CL. 52 D.I. WATERLINE SERVICE LATERAL CROSSINGS Lu m� ZLu l 555 - m 555 PROPOSED 3.3 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE -z.00% / / VDOT STD. CD-2 / 83 550 / 2.6' 550 IROPOSED } PROPOSED SANITARY SEWER 8"x8" TEE SERVICE LATERAL CROSSINGS (3) - 6" G.V. PROPOSED 8" IN -LINE G.V. PROPOSED FIRE HYDRANT 545 ASSEMBLY WITH 8"x6" TEE 545 m w�. ra °D Hn 00 O OW w WH o m N o a rn m m m to 00 6 0 L6 o Ln Lm rl co 00 00 r-I Ln Ln Ln 10+00 10+50 11+00 li+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o 16+oo 16+50 17+00 17+50 18+00 LOYOLA WAY PROFILE PVI STA: io+go.00 PUBLIC ROAD - DESIGN SPEED = 25 MPH PVI ELEV 62o K: 3.31 PVI STA:12+30 00 LVC: io.00 PVI ELEV: 61o. 3 LOW PT. STA: io+36.6I K: 10.21 LOW PT ELEV: 607.871 LVC: io.00 XISTING GRADE 63.5 0 0 00 00 o 615 m & m .. N O + N O N O o iO o 1D PROPOSED N w N LW > o VDOT STD. CD-1 L u Ln >Ln m w \ L} m w m w 610 ROPOSED GRADE m 610 �'°% FILL (TYP.) - ° PROPOSED 3.5' MIN. 605 F VDOT STD. CD-2 605 Z > 1.4' O 1.6' 0 47 V Q ° o Lu ? ++ 4 0 Lu Lu + Ln N Ln a o �5 600 t� PROPOSED 6" go' BEND TO H >_ � Q FIRE HYDRANT ASSEMBLY Z a t-600 - -Z L a , � PROPOSED 8"x6" TEE (1) - 8" G.V., (1) - 6" G.V. PROPOSED 6" CL. 52 D.I. WATERLINE PROPOSED SANITARY SEWER 595 SERVICE LATERAL CROSSINGS 595 Ln N o 0) Ln 0 a N m 00 �� wID 9+50 10+00 10+50 11+00 11+50 12+00 12+So SHERIDAN STREET PROFILE PRIVATE ROAD - DESIGN SPEED = 25 MPH -55537 K: 12.02 LVC: 88.00 o° NVIGH PT. STA:10+5z.03o 6 THIGH PT ELEV: 555.16 u + o �� Ln + w .L n V v U + 1A > O U m N U W m > �Q w 56o zLn zlr PVI STA: 13+S5.00 p a PVI STA: 12+00.00 3:: PVI ELEV: 547.86 PVI ELEV540.11 K: 26.10 K: z6 67 PROPOSED VDOT STD. CD-1 U-)O LVC: 80.00 LVC:47.50 _ 555 0.50"/° z PROPOSED m 00 O A 0 - 8"x8" TEE N ^ (3) 8" G.V. n a + Ln + PROPOSED 8" G.V. FILL (TYP.) N N H Lu \ L%1 L V L� U V Lu m V 550 1.0' - m w XISTING GRADE PROPOSED TYPE A BLOW -OFF 4.0' PROPOSED GRADE I _6.s2°� 75 PROPOSED 545 VDOTSTD. CD-1 so- PROPOSED 6" CL. 52 D.I. WATERLINE 540 PROPOSED SANITARY SEWE 535 SERVICE LATERAL CROSSING 530 3.5' L PROPOSED 8I' CL. 52 D.I. WATERLINE L L i N r LOW o PVI ELEV: 537 u w Z K: 25.02 Ln nz LVC: ioo.oc w LOW PT. STA:15 z o 4 o-LOW PT ELEV: S PVI Rcr + a. 4 3 PVI ELEV: 8. o N il K' 2. .. U LVC: io.00 � V m OW PT. STA:14+ 0.65 PT ELEV: 53 .65 �l PROPOSED 00 m �co VDOT STD. CD-1 Nw + m HLU cn PROPOSED n > > w VDOT STD. CD-2 mm w � -2 O Lii U V > > w w 56o 555 550 > 545 Lu J J N a° Q � it v) 540 a Ln On -1.Oo% \ a.vv i" y I \ I` 2.00% \ FILL (TYP.) I PROPOSED VDOT STD. CD-2 \ A 535 26 1.3' PROPOSED 8"x8" TEE (3)-8"GV 0o m 'i 1n o N L� N ,,.� 0) rn H ,� m co✓1 N 0) 0) ei N m O LNn L°n L^ L°n vLn f 't 0�, 00 Ln LLnn `^ Ln Ln Ln ^ m m Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 BERWYN LANE PROFILE PRIVATE ROAD - DESIGN SPEED = 20 MPH 16+oo v 530 � PROPOSED TYPE A BLOW -OFF ASSEMBLY Lic. No. 035791 � 05/05/20 * ,1SIONAL E�Gl F z z � S ZZ o w w o o I O m m a F�1 w cn a Lail c a c Z H ` Lnz o 0 w w i j Ln Ln L Lu oc L Lu 7 00 N W m p N Ln .+ CD 00 m L9 z� ti M 00 Ci7 N z CIO Q � J W C) N 0 W N Q > O Lu zLLI _ in� J J_ J O > Q L9� z � I LLJ I—z O J z < �..� U Q ~ W Q Y J � x w LLI 1-4 \ W ul U) J Q W O Z w CO z J F �c Lu CD 0CD N G W W a L=n JOB NO. 182157 SCALE 111 = 501 SHEET NO. 16 m N o + O PVI STA:10+74.50 0 SCOTT R. LINS7� Ln PVI ELEV: 6o9.26 U Lic. No. 035791 � � K:5.z7 °p 05/05/20 wLVC: So.00 ZZ 0m °SSIONAL '6 m v � 615 Li�0)6�5Z o 0 PROPOSED z zz z W W U H H H H ul w w Z 0 Q g ai5 aif 0 L o o Z z ca U) L U = U U w Ln O O J Of cr J J Z < W W � cc tJ d d ^� O z C] W W W W m PVI El F :57 WLu wwaa w w a a W W V) U)Lu W .�-I CD N N p N O ti co CM Cf7 N M z Nt J W N 0 W N Q > O NOTE: ALL ROADWAY EMBANKMENT MATERIAL Z J SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 > Q lil INCHES IN THICKNESS BEFORE COMPACTION OVER Z Lu THE ENTIRE ROADBED AREA IN ACCORDANCE WITH Lli J LL VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 Lo � O O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN w AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL Z < SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER U 0 RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND W Q BRIDGE SPECIFICATIONS, SECTION 302.03G. Y J J O LI�J H�1 I..L. Lu NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. J z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. _ J 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM �— H4 30 SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & LLJ SANITARY SEWER MUST BE PROVIDED. LLI i co z J Lu �c Lu VERTICAL GRAPHIC SCALE a_ (n 5 ° 2.5 5 10 20 ( IN FEET ) O O N 1 inch = 5 £l. k0 LD LD Ln 0 HORIZONTAL GRAPHIC SCALE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 is+oo is+so 16+oo 16+5o 17+00 17+50 u 50 25 50 °° 200 PRIVATE ALLEY PROFILE W PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH 0 _ a to ( IN FEET ) JOB NO. 1 inch = 50 ft. 182157 SCALE 111 _ 50 1 SHEET N0. 17 �o �w �w \ Z= >°�° >w \ — � m W 610 �z"S % 610 v VDOT STD. CD-1 \ 605 \\ PVI STA: 13+85.00 60 5 � PVI ELEV: 573�78 K 545 LVC: zo.00 \ o � o 600 \\ � � � � �, 600 �w \ V / m W 595 � PVI STA: 13+ 6.38 595 K: 15.68 °o LVC: 57.50 m m \ � � 59p \ \ 1� m � ` � 590 , m >w W 585 0 � 585 =d �F z> 580 � � 580 W J Q V) � W } J 575 `� 575 0 FILL (TYP.) 57p ROPOSED GRADE 57p 565 565 560 EXISTING GRADE 0o 560 PVI STA: 6+48.00 PVI ELE : 54z.zz K:1 s3 LVC:1�o.00 °o � 555 � � „ M 55S �w �w > m m � W W z 55p ` z 55p N W m � 545 w 545 U Q l7 W H Y Q 54p 54p 535 535 58A 53p 53p Ol � .t � rl N N N N N V1 N N N Ol ^ .t � .Y � Ol � M � 1� 8 N � O M 'i ,..1 M O � 1p Ol � 1p W O O N f �? I� � n lO N ''I 1p � n in � M vl � Ol d � l0 .t M N S � Ol M M ,y O O O � � � ^ ^ � � � � � M \ ACSA GENERAL WATER & SEWER CONDITIONS m ,, j\ TH ODD i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 620 BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. _ O 2 N °N° \ JC 620 x G7 x 2 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND g x FILL (TYP.) / R y6e56�'SCOTT 2 2 /"`z0 R. LINS� O WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LL '^ O ° F — 2 O 20 / $ F U Lic. No. 035791 � LINES AND STRUCTURES, AS NECESSARY. ,^ Ln � O - ? p 6 o� LL �\ / 9y dpo 05/05/20 3. ALL MATERIALS CONSTRUCTION AND CONSTRUCTION SPECIFICATIONS SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND AS ADOPTEDBYTHEACSA. SEWER N 0 m m m0 `^� am °, 0 LL o m w m o MATCHLINE - SEE THIS SHEET ti 615 + A 2 o ry ro � N ' 3; 1p . 0) 615 SSIONnL E''G 4. DATUM 5. THE CONTRACTOR FOR ALL ELEVATIONS SHALL SHOWN IN NATIONAL GEODETIC SURVEY. BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-55z-7o01). a O ^ x > > Ln 0 i u~ ? ? = a '0 o ? 0) CO �^ H z p N m + ao Lm N ° w z O \ Q ¢ \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE &ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, g � z z _ _ = > > s Z Z _ > > Z Z / OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. g Ln g 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 610 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF \ JC �1° 610 \ THE LINE. ry�Q g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. e C 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE PROPOSED 6" WATERLINE CROSSING / �� �`< I JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 6o5 - 6o5 z z ROPOSED 8" WATERLINE CROSSING 47 \ o u 7 z 5 / 34' \ z z ~ ~ 600 3.3 600 Z Z 0 Q W W f o 1.1� ou ou 06 z 06 z 8" SDR z6 PVC O j..� cWn o 0 8" SDR-z6 8" SDR-z6 PVC LF PVC @ 0.59% 9 8.z6 LF Qa o.56% \// J a a J J 595 79.93 ✓ 66.89 LF Q 0.57% z o < z W a w a w oc w �595 ; w w / WLU oc wwaa m m '�c CeWW / o0 aLu a 590 590 in Ln W w It = / x 585 0 ° 585 LL� 0 0 / Ln w ° � (� p 580 Z 58o z �1 W .�-I N CD N \� �' •--I N C) 575 575 570 PROPOSED GRADE 570 ti \ M \ N 6 55 FILL (TYP) i 6 55 co z / C) LZ z XISTING \ ' GRADE 0) 560 56o N 0 r y i VERT CAL GR. PHIC CC LE w > O \ 555 y 5 0 25 5 10 20 555 z - UJI j:e Lu J J LL IN FEET ) I inch = Pt. ��`� I � Lli 550 N N " i HORIZONTAL GRAPHIC SCALE 550LL L9 _ _ y 50 0 25 50 100 200 0 1 ui 220 LW OW Lu 0) N N p m N .. iQQ=��i ( IN FE T ) Q I n 1 1 LLJ 545 °,� '�ti 00 _... / Inch = o It. 545 U a � } O N N Z Z by ix 0 xF2»> / 2v,Ezzz LLI a 00 1-4 540 0 0 0 635 DN J Z Do n j MH-9 U) J a nZ / STA:12+15.04 STA:13+1i.64o N = C g Ln _ :� > > E Z Z � 5 RIM:627.92 RIM:630.92 INV IN. 617.7o FROM MH-ig INV OUT. 6zz.gz TO MH-18 LLJ LJ 535 � INV OUT. 617.5o TO MH-17 630 U, — z NOTES: � H PROPOSED 8" WATERLINE CROSSING 2�5 1. ALL FILL TO BE PLACED AT 95%COMPACTION. J LL / 7.2' 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 625 LLB 530 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM Q� - SEWER & W/L AND i.5' OF SEPARATION SANITARY SEWER MUST BE PROVIDED. BETWEEN W/L & ,a V / \ Q \ NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 620 C.) O 525 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE N FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE y6QJ� k REQUIREMENTS FOR FILL (TYP.) / Et 6 �( y6e 9°I° CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT SPECIFICATIONS, SECTION 302 ROAD AND BRIDGE \ (6 6o y090�L 520 MATCHLINE - SEE THISSHEET 615 F n O W W W 0) ,y Ol m ^ It m N 1� H m 0 m m 00 kp rl Ln 'i ,n w m 0 OD lD 0 00 N �t co (n f tD a to JOB NO. D� f'1 m 00 0. d 1 6 4. 00 00 'D 6 N 0 N 00 0) � 0 �D w L'1 N 6 Ln `n m 'D 'D � � 182157 SCALE 0+00 1+00 z+oo 3+00 4+00 5+00 6+00 7+00 8+0o g+oo 10+00 11+00 12+00 13+00 111 _ 501 SHEET NO. 18 MH-i9 - MH-il PROFILE 595 595 56o MH-21 STA:5+19.21 RIM-rri. R� 56o INV IN. 545.78 FROM MH-23 MH-22 INV IN. S4S.78 FROM MH-22 STA:6+13.9 INV OUT. 54S.S8TO MH-20 RIM:SSS•So — INV OUT. S EXISTING GRADE 555 555 / PROPOSED E WATERLINE CROSSING 550 / N — 550 m N 75 00 / _ i.z' 22 O 00 / / ao 545 � N 00 545 N / 0)6 + Q M p00 IN N °, n Ln z z 0 N N Ln 2 F- > Q> vzo f 8" SDR-26 90.74 LF PVC Q 0.52% xag»> z z f / 540 i un F z l ROPOSED GRADE 54 0 — / 53 f/ PROPOSED 6" WATERLINE CROSSING z�T JL 6Q S° ��9 00 til 535 y F 535 ti09� — 56A 5 530 530 2.8' 811 DIP 525 22 .47 LF (al 0.51% 5�5 O 1n O 00 l0 ,^� n M W S 00 0Ln 0+00 1+00 2+00 3+00 4+00 MH-22- MH-zz PROFILE 5+00 6+oo i6.25TO MH-21 IN � ry N 590 590 _ O 0 0: CO U- ^ nco U- ^ N 1 x I� 0�1 Co 3 Ln O 585 ,� N; NZ � Ln 5 5 o =a2» _ >> �nazz L00 n —Z n"? / / \ ry V O PROPOSED GRADE i — — -_ 2 z 2 580 / / m 580 EXISTING GRADE / _ , / N N \ 0 PROPOSED YARD / LL o DRAIN CROSSING 575 / O N � 575 / to O O n V PROPOSED FOUNDATION/ / oo v"', r 00 ROOF DRAIN CROSSING f V Z O 2 F > > / In Z z 570 = N { 570 0° Q� O W 565 / n Q1 / m o m 0 S 565 ry - 8"DIP NNuz0 2 2 g f = Q :�- > > 8" DIP g4.47 LF 0.58% 00� 2v~iEzz sio.85 0, /0 LF Qa 57° // 56o 1 W 00 1 f 56o a, Ln ° '2; + 1' z LF H Z) N ^ z z O i PROPOSED YARD/ROOF >>> / DRAIN CROSSING 19�h1 g1„Wzzz / 555 555 / / / 6QJLoo�o I QRti 60 00 550 n 12" 550 2.9' C 8" SOR 2.51% F 545 ,,,aa�+` 545 540 540 W 0) O m N LO 0) ^ NN a Lcl �o Ln 00+ 00 00 w00 00 rl ofIn In In 0+00 50 1+00 2+00 3+00 4+00 MH-27 - MH-Z1 PROFILE VERTICAL GRAPHIC SCALE ( IN FEET' ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 25 50 100 ( IN FEET' ) 1 inch = 50 ft. 200 ACSA GENERAL WATER & SEWER CONDITIONS 5+00 6+00 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3..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. i. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7003.). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Lic. No. 035791 � 05/05/20 ZONAL z z W W 00 0 u U H H 0 0 w w ZO Q g 0 ai5 0 06 � oou oou z z Oo_ ccCID< < n 7 U V)O Z) U U O 0 J J J Of Cr I`--1 Z ti W a W a 0r cc o z o o W W W W / m m WLLI inc wwaa ce °` Ce Ce W 1 of W d in V) V) Of � ul z N N 17-4 00 w 00 ED m N O C) ti M CM O� N M N O 0) N N Lu J J Lli Q U LLI W LLJ Lu CO Lu Q O O C\I 0 O C!1 j:e Lu J EE Q O L 1 Lu Iw 3:V Q � J 1-1 a z J a w a En 182157 SCALE 111 _ 501 SHEET NO. 19 620 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 615 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 610 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 6o5 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. 600 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. 595 • 585 575 570 565 56o 0 J 555 m M 0 00 Hp F 000 Ln Ln F nnM J O Ul ko 00 550 - r. u �. > m / Pn N 00 az Z 0 lD m 0 w lul -- 0 z / m `n W �- 0 F d>>> 00 OF LnFzzz 0 i0 F F F O F N -- u n N Ln Z F ID N D1 N m H /0m 0N mm rN+N m o� 545 o / s N 0 >D,�E��� d / `n`DOF cD MZZZZO \ u/ 0 O O 0 1.- a>>>>> 0Ln v) 0 0 D ul FZZZZZ N aY0 F In F 0 0 0 o n 0 0 0 0 p� M N F FFF m > 540 °o N ? Ln Z Z p O N co r, of Ln F a >> > 4.vi vi vif- Ln F Z Z z > m .. N z Z Z p PROPOSED -� F z_ z z z 8" WATERLINE 535 CROSSING TIE-IN TO SWM FACILITY INV OUT=527.25 525 520 RCP 2L.F 2•03% 69.03 3o" RCP 30-55 LF Qa o.82% RLr .86 LF @ 1.900 24" RCP 64.02 LF Qa i.670A FILL (TYP.) 26F�60 V 13y351 SANITARY SEWER CROSSI PROPOSED WATER SERVICE LATERAL CROSSINGS STR:20 VDOT STD. DI-3B (L=1o') TP=589.92 INV IN: 584 33 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 io J_ V \ STR 1 VDOT STD DI- B (L-id) = a INV IN: 1303.75 1 u Kuur3 INV OUT: 6o1.33 TO 24 J� m M N N Q N a0 Ln 000 O o 0 0 p v 0 0w > r °D � F- 00N � Z Z 70 °m 0 ,J z z z 0 N NO V0 / °o , F O N o rw � > o vO1- Al F 0 E �p a11 » C �-7 / 1.4 � III PROPOSED WATEI SERVICE LATERAL p F- I CROSSINGS i - - y F O 000 i F 0 0 0 °4 15" RCP o H Ln° 0 u a D CP 159 S LF t7a 0.51 0 o ^ w � � ? 01L a.a6% m�ZZZ0 %4. 4 a»» N F Z Z z Z _ a.z MATCHLINE SEE THIS SHEET 15" RCP 1.2' 131.17 LF Qa 1o.67% I 2.0' /PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS FILL (TYP.) 'OPOSED WATERLINE EXISTING GRADE 'OFFING PROPOSED SANITARY SEWER 1 SERVICE LATERAL CROSSINGS d m LL p 00 N 00p �15" RCP / 1.1' 37-02 LF t7a 5.13% / 15" RCP i 15.67 LF l7a 1.6o% / 15" RCP 49.86 LF @ 2-47% L-PROPOSED SANITARY SEWER CROSSING 4 TP=577.33 0 INV IN: 569.5oTO26 H 00 , 1h Ca INV OUT: 568.75 TO 12 FO 0 NN �gV� N N N In > a Ln � F- cj O �Z ZZ 1'1 PROPOSED m a > > > z z z 8" WATERLINE Ln F CROSSING m fr 0 15" RCP o Epp � � 38.02 LF Qa 3.29% V) O O / m 0 NLn V / > O1vH 0 O w PROPOSED GRADE a > ` LnFz 0 / J / m / m am00 p �} 00 / O � F � 0 F N O M 0 'to M3 / > m v t > / Ln n �nF � Z Z Z D / '0+. zzzz Ln in ° a m w a o m kD A Ln 0+00 1+00 2+00 3+00 4+00 25" RCP 75-76 LF Qa 7.04% )POSED 8" WATERLINE CROSSI L24" RCP 27.79 LF Qa o.9o% 24" RCP 44-70 LF Qa 6.33% N O 00 00 do 5+00 6+00 STR-36 - UNDERGR Ln N N O 0) 7+00 OUND DETENTION 15" RCP 55.62 LF t7a 7.19% STR:26 VDOT STD. DI-3B (L=6') TP=6o8.4z INV IN: 6o1.75 TO 28 INV IN: 603.75 TO ROOFS INV OUT: 6o1.33 TO 24 m M N N Q N a0 V) O0 Oo O o 0 0 p v 0 aw >r o�� co W11 N Z Z m o ,F„ Hzzz/z Q N o No v~ 0 0 o , 0 N 0 nw > o a 1O-0 / C F a>> viFZZ/ CP 15' RCP / �37�oR LFl7a 15i67 LF l7a i.6o% 15" RCP 49.86 LF Qa 2-470/6 m N i '4 i u1 O O 8+oo PROFILE RTICAL (GRAPHIC (SCALE 1 FEET inc i = 5 ft HOTIZONT5AL GRAPHICS SCALE (I� FEET ) inc = 50 ft = I N M C°m O m 0 0 000 m M F O O '4 o nm0 0 u,w11tD F M mo mm� ranwZZp ,F z z z0 STR:28 VDOT STD. DI-3C (L=6') ') n - TP=6o8.25 r N Z Z INV IN: 602.io TO 30 F a >> O INV IN: 604.25 TO YD7 V) F z_ Z z - INV OUT: 602.00 TO 26 / PROPOSED 8" WATERLINE JCROSSING / 4.D °m ti PROPOSED WATER/00 H.G.L. p N o O N SERVICE LATERAL 000 mcx 0 CROSSINGS L F F F o i F V 0 0 � 15" RCP In > ^ °D H �5 RC 2.26°70 159 59 LF 0.51% m H Z Z Z p 74,04" @ z z z z _ 2.2 MATCHLINE - SEE THIS SHEET WATERLINE - I 15" RCP 131.17 LF Qa lo.67%0 I /PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS FILL(TYP.) i - EXISTING GRADE 11 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS .13% N o m F o 0 O 6 N M 00 W 20+00 11+00 12+00 620 U Lic. No. 035791 °p 06/16/20 615 SStONAL E�Gl` 610 605 ul z F z S 600 Z 0 a w w o I Oo cc U Ln m U) u N u z cn J d iyl 595 z o < z o_ o o_ 0 > w w i j m in in cc o 590 585 575 570 m 635 a M O Ln 0 Ol O N > 630 kD T�60 > I.Z 625 620 615 610 6o5 0 a a O 2 0 U O w Q � � o 00 00N CD N CD CD 00 00O O m O o N � O CD _ E 0 C L9 a U 0 Cn 0 ti M o 3 - 0) N 0 g z c a W^J^ � (] L� o m (n N 0 W N Q n �_ o Q > O W w J J J - > Q D L c z O` W ~ L93 O J UJ w Q / n = V w m (• WU 1 Y J Juj o C �- ~4 > E 0 ul > C J 7 W K w z z W z A v z - U z 0 J �c 0 W J � o a Q > C U O CCD D X S 595 W W O w a � JOB NO. 182157 SCALE 1„ - 501 13+00 SHEET NO. 20 m STR:68 VDOT STD. DI-36 (L=y') 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 62 INV IN: 571.92 TO ROOFS INV OUT: 571.17 TO 68 575 __ 575 PROPOSED GRAD H.G.L. 570 570 2. 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: 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 z.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 y' 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 YD11 INV OUT: 530.9 z TO 6 540 H.G.L.- 535 PROPOSED 8" WATERLINE CROSSING 530 Pi 525 00 n, 0 0 545 Nr 0 p > m n ^ ^� M 0 540 Ln 535 -PROPOSED GRADE 530 1S"RIP 43.7o LF Qa 0.53% 20POSED SANITAR) � N rl 00 m m Ln 0+00 STR-56B - STR-56 PROFILE 0 0o O L H Ln STR:58 VDOT STD. DI.3B (L=8') 0 m TP=539 9z m 0. 545 INV IN: 534-17TO6o 000moZ) INV IN: 533,52 TO 58B n'O INV IN: 535.92 TO ROOF6 0- z INV OUT: 533•42 TO 56 540 540 PROPOSED GRADE FILL (TYPJ �' XISTING GRADE 535 535 H.G.L. PROPOSED SANITARY 15" RCP SEWER CROSSING 2.6 34.13 LF t7a o.67% 530 530 o `^ 01 M m m o+00 STR-58B - STR-58 PROFILE 56o ~ N o 14 STR:102 VDOT STD. DI-3C (L=io') p O TP=529.42 v~-o INV IN: 522.24 TO 104 ^ INV IN: 522.24 TO 112 0 N p 0,0 INV OUT: 522.1y N F ~ N � L.0 Ln 0 530 a " > Ln F z PROPOSED GRADE r I ISTII 525 H.G.L 520 � 520 zy" RCP 32.8o LF Qa 0.79% 515 515 535 530 GRADE 525 It N d) Ln N 0+00 STR-1.12 - STR-102 PROFILE EXISTING GRADE STR:2 VDOT STD. DI-3C (L=zo') TP=533-42 INV IN: 528.42 TO 2B INV IN: 527.6oTO y INV IN: 529.00 TO YDz INV OUT: S27-So TO 535 EXISTING GRADE 555 , 555 rp f o / Ln to i Ln i 0 0 0 550 550 STR:50 VDOT STD. DI-3B (L=8') °+ e6 / TP=539.25 0 0 m STR:54 VDOT STD. DI-3B (L=16') j,0a0) IN: 533.zo TO 52 N Ln �^� TP=544-75 d OUT: S33.00 TO y ^ �? O INV IN: 5y1.25 TO YDzo m ~ o z z INV OUT: 538.58 TO 52 PROPOSED GRADE ^ ~ - - 545 0OPOSED WATER 545 v~iERVICE LATERAL CROSSINGSPROPOSED o8"WATERLINE > CROSSING O 54 1.0' S40 1.6' �5 'RCP 1.5 17, zJ' 45.67 LF Qa 1.o5% 535 H.G.L. 535 PROPOSED SANITARY ° SEWER CROSSING 2�z' e 15" RCP 530 131.98 LF Qa 3.71% 530 15" RCP 39-24 LF �a 6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 Ln 0+00 1+00 2+00 STR-54 - STR-4 PROFILE H. 530 Li47 STR:zB VDOT STD. DI-36 (L=6') TP=534-17 INV OUT: 529.17TO 2 540 535 ED GRADE 530 L25 RCP 45.13 LF t7a 1.66% 525 525 O m m m o+00 STR-213 - STR-z PROFILE 56o 56o STR:6 VDOT S INS INV I INV II INV IN INV O 555 lZ 555 /�-EXISTING GRADE 550 i a 550 m iD. DI-3C (L=6') 0 o 0 TP=539-17 Ln 0 IN:53.67TO8 m 545 N: 530.27 TO 56 4:532.92To6B p m o m~ 534.25 TO YD2 O �o UT: 530.17 TO y F z 540 540 PROPOSED GRADE 535 535 530 .G.L. 530 15" RCP 37-95 LF Qa 2.85% 525 525 N M m LLn 0+00 STR-613 - STR-6 PROFILE 00 585 m L 585 0 o. r0 >_°0 io r H ~ Ln o 0 3, d r r 1 0 0 0 m N - O � L^ ^ 58o o 0 0 ^ N^ 58o _ -to 0Q1 '0 V^1 ll1F N p 0) >- x 0 0) r- Z. z O J / �O0O n FzzZ H to O m O - - EXISTINGGRADE °m / 0CID �� v° °° > Ln Ln L'~ 575 575 o N N Z'°- °nzzz0_ N° �„ r z z z z PROPOSED WATER ~O o -eHG ---ATERAL p / S p MOH. 0 0 %1 570 o _ �, � a > >S70 zz> ° L�i1H000 CP ~ I. zz LF Qa 9.13% ��565565 PROPOSED PROPOSED VDOT STD. ES-1 & GRADERIPRAP OUTFALL. SEE VSMPPROPOSED PLAN FOR OUTFALL DETAILS 8"WATERLINE 10' 560 cRosswG-56o 5 RCP 1r L15" RCP 4F �3 37.69 LF Qa o.61% 555 15" RCP 75.7o LF @ 1.22°Po TIE-IN TO SWM F/ INV OUT=556.5o 550 o N 0) m N o m m +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 YD11 INV OUT: 530.92 TO 6 550 V m m - 0 p m �� -0 \ 0 0000^ \\ 545 N 0) N M W ^ N ` 6 O p ^+oNa� t N m m m m .. Ln v, Ln Lnl > 01 LnZZzz0 Fa»»> z z z z z 540, 535 I PROPOSED 8" 3.1WATERLINE CROSSING 530 525 2y" RCP 120.02 LF Lla 0.540/0 00 J74 O 0 m Ln o 00 n°o N 000 N 0 ^ O1 m p N dminLn > ��LnL� 00 a) 0, zp 2Z Fa»»- L,1i-zzzz FILL / (TYP.) 15" RCP° 48.29 LF Qa N N N 't M f M Ln L!'1 y1 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 CO�O 00�Ln i ^ o ° -w p ^ 0) 00 Ln > 'Ovv1 aa.. o (nZ zO JCL LA z z z ( IN F'EEl' 1 inch '30 Lic. No. 035791 06/16/20 ,1SIONAL 'F:�Gl z F z � w w S Z C) 0 Q f o I Oo U m Ln N U wU cn< J < <° < l 600 z w w > w w � w i (n ° STR:66 VDOT STD. DI-313 (L=zo') TP=59533 W °C w w ' INV IN: 591.25 TO ROOF1o7 w/ CK: Inc INV OUT: 589.5o TO 64 li o ° N J m 0o m 0 V1112 0 o Lp�O 0 0 N 0 TYP.) Ln >Lnzz0r/ L,,��zzz PROPOSED SANITARY SE 1+8' SERVICE LATERAL CROSS E i PROPOSED GRADE 0 °n Li 15 RCP p N 0 0 H.G.L. ° io6.03 LF Qa 10.52% of / ° o 0, ~O o N � j 2.4 / > nm + PROPOSED SANITARY SEWER 0 p / SERVICE LATERAL CROSSINGS o ,n - z 0 X a»> / - Ul F Z Z Z 2�4' / z I TI EX S NG GRADE i 15" RCP c 107.75 LF Qa 12.44% r J LU i i i PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS i2�4' �15" RCP zo6.8i LF Qa 9.13% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS ^ � H o It N N ^ N L kD Ln 3+00 4+00 5+00 6+oo STR-66 - STR-6 PROFILE 3.I2 585 8o L25" RCP 184.89 LF (7a 11.21% 575 i 570 565 56o 555 550 545 540 535 530 0 0 a a 0 U 2 0 0 0 a% 0 0 m o r-4 0 w N � " Q ko N a0 O E o 0 0 n T z v' 0 ti M o CIO 3 m v N N 0 0 C z M > c ° 0 10 W O 0 0') N N 0 n W Q o c > O W Ln _j w J J Q EE 0 Z p w ~ I- 3 O J w n �.0 Q3z = LL] W C) Q Y J 0 w 1-I > 0 > > OE 0 U1 J 7 z_ LLJ W w 2 z z 0� wCD z UI Z ® U, z J1-4 "o w a- 0 I A o mmi Q ° PIS N O 0 O m N r 0 5�5 G W O w a � JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 21 O � J J J m m m m ❑ m ❑ m ❑ o 0 o STR:3o VDOT STD. DI-3B (L=12') o v~ o 0 m TP=611.75 0 a STR:so VDOT STD. DI-3B (L=1o') 0 0) STR:32 VDOT STD. DI 3B (L=1o') > o �o 630 INV IN: 6o5.00 TO 32 j N 6�5 TP=556.50 ❑> N �^ 60 5 TP=626.5o�m INV IN:604.ioTO30 o o? I NV I N: 551. 42 TO 12 m � INV IN: 619.33 TO 32B m p INV IN: 607.5o TO ROOF4 m p INV IN: 549-oo TO YD4 0 �70 INV IN: 6i9.33 TO 34 a > ~ z INV OUT: 604-0o TO 28 o > z INV IN:549-33 TO 1oB a > INV OUT: 61g.00TO30 `n ^ INV OUT: 545.00TO8 (A 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 620 .G.L. 6zo 6o5 H.G.L. 6o5 550 1.1' H.G.L. 550 �_�EXISTING GRADE \ 15" RCP 15 RCP 28.62 LF @ 2.86% EXISTING GRADE 27-72 LF Qa 1.52% 15" RCP 615 61S 600 600 545 27.68 LF Qa o.63% 545 N ^? O 00 HID m N 3 0+00 0+00 0+00 STR-32B - STR-32 PROFILE STR-3oB - STR-30 PROFILE STR-1oB - STR-10 PROFILE d J m 00 620 o a)N 620 I[ p-}00p m F- m F O O o m In F F- o o �w p N 0 0� o }0 o 0 �o > 6 o 0 `° 585 °^ 8 5 F O O o ao 1O ° STR:48 VDOT STD. DI-36 (L=4') 0_ o r 585 61 o 0 o a� z Z p TP=6o9.33 ❑ In 0 In o o �°O F- F z z z / INV IN: 604.00 TO YD8 STR:16 VDOT STD. DI.3C (L=6') m ^ �F: > N - - -/ INV IN: 604.75 TO ROOFS TP=577-42 `70! �^ Z p N � z Zp / INV OUT: 602.42 TO 46 INV IN: 572.5o TO 18 F a>> e II >>> / INV IN: 572.42 TO 16B In z z 80 610 ~ z Z ` 610 INV OUT: 56g.75 TO 14 5 \ EXISTING GRADE 1 5 XISTING GRADE ROPOSED GRADE 5 PROPOSED GRADE 6o J 60 575 575 .G.L. 1.1' PROPOSED 6" H.G.L. WATERLINE 5: CROSSING 600 2.8 600 570 570 I t15" RCP 15" RCP 14.72 LF @2.24% 54-77 LF @ 3.47/0 46.83 LF @ o.68% -D SANITARY SEWER CROSSING 565 565 595 595 6 ? m N o w 0+00 1+00 STR-48 - STR-24 PROFILE TIE-IN TO SWh INV O 550 o � F � N 0+00 STR-16B - STR-16 PROFILE 550 N STR:g8 VD m TP=S44.92 INV OUT: 545 p OF PROPOSED GRADE 545 F- N O N M ❑ m.F zo 540 a o L z z 540 535 -�Q 15 F Qa k3R oo 535 1 FACILITY JT=532.00 530 15" RCP EXISTING GRADE H.G.L. 530 30.57 LF @a o.56o/a 525 525 n m m M N In rn l(1 m Ll'I N 0+00 1+00 2+00 STR-98 - SWM PROFILE OT STD. DI-36 (L=12') 541.00 TO 96 EXISTING GRADE 550 STR:8 VDOT STD. DI-313 (L=io') 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 J 1.1' PROP SEED 8" WATERLINE CROSSING z 535 530 550 STR:8B VDOT STD. DI-313 (L=12') TP=544-00 INV IN: 539-75 TO YD3 INV O UT: 537. 25 TO 8 545 )POSED GRADE 540 535 15" RCP 35.22 LF @a 1.42% 530 r. 645 io11 - d m m � m op 64° ❑ F OLn m_ F O 00 F- 00E- 0m00co `^ cn F- F- 0 > io F- p o o N o N m MCo m z0 635 Ln 11 zz mw--0 4ww� ra»> In F.Z ZZ ��- i 630 625 620 l 15" RCP 44-24 LF @a 4.52% r� m O ❑ a ❑ 0 11 o 'to F 0F0 Ln 0 m M Ln F V' O m VI IO N l0 o o > F= 645 - to > 0 M N a �Z) a0 F �co a11 `°?O O❑ N'm ROPOSED GRADE H z z Ln rz - > ^ 'off \- - - O �?0 \j i 640 a » In F Z Z FILL (TYP.) J EXISTING GRADE ' 'RCP 6 35 - 186.10 LF 17a 1.0'%0 �5 RCP T o LF 1.44 70 1 8.91 I 7 I 1 1 63° y5 RCP a 1y% 114.z5LF � 625 OO ri ri M O HO N N m m m M r �- o 0+00 1+00 2+00 3+00 4+00 STR-44 - STR-34 PROFILE STR:114 VDOT STD. DI-36 (L=16') TP=5z5-83 INV OUT: 521.58 TO 530 530 PROPOSED GRADE EXISTING GRADE � 525 � 525 PROPOSED VDOT STD. EW-i &WkS" RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS 520520 INVOUT=521.0H.G..57.45 Lal im% 515 515 NOTES' i- 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 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-1AS 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. Ln 0+00 0+00 STR-813 - STR-8 PROFILE STR-114 - OUT PROFILE STR:82 VDOT STD. DI-36 (L=6') TP=559M INV IN: 554-oo TO ROOF12 INV IN: 55235 TO 84 570 INV OUT: 552.25 TO 80 570 STR:74 VDOT STD- MH 00 m / EXISTING TP=554.25 m i ❑ 0 = m ^ / Oro, o o / GRADE (TYP-) 565 INV IN: 548.oz TO 76 ❑ a m0� N 565 INV OUT: 547.92TO7z °n� �O o o 0F / _ O O 0 ~, Ln F IL. In F- o STR:84 VDOT STD. DI-36 (L=8') g In F- F N F moo F 00 °' / It TP=559-50 o p 0 . o m > 05 > o �H PROPOSED INV OUT: 55z.5o TO 82 o n F v > o - ,n In LnF- 00 --� o I^ D GRADE 560 0 � �z o 1 Q all 56o �� - > N InF- Ha>>>> Z z z z �Hzz 1/' tnn F-ZZ - -. N .. p In F / PROPOSED z 0 z_ z_ 8" WATERLINE PROPOSED WATER SERVICE / CROSSING LATERAL CROSSINGS 555 / i 555 \ FILL / 14 PROPOSED - - - (TYP) 8" WATERLINE 1.2' CROSSING ° 1.1 55 O 55 1.0' _ _ PROPOSED VDOT STD. EW-i & _ 3 6' 15 RCP GRAVEL FLOW SPREADER. SEE VSMP _ 28.91 LF @0.52% PLAN FOR OUTFALL DETAILS H.G.L. 11' 15" RCP 1.9' � PROPOSED SANITARY SEWER TIE-IN TO SWIM FACILITY 77.99 LF @ 0.51% SERVICE LATERAL CROSSINGS INV OUT=54733 15" RCP P C 1 545 � 96.83 � 3� 7° /0 18" RCP 18" RCP iS" 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 @a 0.52% PROPOSED SANITARY SEWER CROSSING 540 N m n o m D co 0+00 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE 5 so 5+00 6+oo VERTICAL GRAPHIC SCALE o zs 5 to IN FEET ) I inch = 5 tL. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft.. 620 Lic. No. 035791 ,�� 06/16/20 ,1SIONAL E�Gl F z z � s ZZ p w w o o I O u m U) In F�1 W D a a z J iy w w HZ o z w w > '" > in in LLI cc o 0 0 0 0 20 0 J rn o 0 0 0 Lu N Q N O ­1 E .+ o 0 0 zoo ai IQU U C7 � 7 0 o NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE M o SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE CY) 3 FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR N N CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE o SPECIFICATIONS, SECTION 302.03G. ryCIO Z o STR:io6 MODIFIED VDOT MH-i TP=536-oo INV IN: 524-07T01o8 INV IN: 529-5o TO UGD BYPASS o INV OUT: 523-97TO104 540 540 V o STR:104 VDOT STD. DI-3B (L=8') o 01 H O TP=531�58 �„ O O ~ INV IN: 523.ig TO lo6 ~ F ~ INV OUT: 523.og TO 102 535 O N NN 535 ❑ N N N n N„ZZp PROPOSED GRADE H a > > > LA I— � 530 / 530 XISTING GRADE PROPOSED VDOT STD. EW-2 & I RIPRAP OUTFALL. SEE VSMP 525 PLAN FOR OUTFALL DETAILS. ✓ H.G-L. INV OUT=521.75 36" RCP 36" RCP 116.83 LF @o.67% 520 42" RCP 114.36 LF @ 0.74% 520 59.67 LF t?a o.66% 53-5 O OJ N N O O r N N m N m +00 STR-1o6 - OUT PROFILE 515 Q > W�C\l J0 °- rn N 0 N W Q 0 >_ O c W v Wc J J J - > Q 0 0 z O` W ~LL a- 3 O J �..� LLB `3 Q / n = C) V Q w W Y J o i- \~\ / O E E U) ' O J Lf) z_ � W H 2 � w w z CD W � Z w v z ® cf, z 0 W JI A o Q PIS N o N r 3+00 o w JOB NO. 182157 SCALE III = 5°I SHEET N0. 22 8 555 RT 20 - STA. 13+00 CROSS-SECTION 555 550 f SP ING HILL PROJECT _555024T z.oASLOPE - - -- — — 550 545 V m w 1X 545 o ry o� m m m o 0 0 �n v�i v�i v�i v�i � Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 555 RT 20 - STA.13+50 CROSS-SECTION 6ui —SPRING HII L PROJECT 550 548-45 T 550 s48.z2 E _ z.0%a SLOPE _ 545 — 545 s ut ut a m w o. w a 540 540 N rl n N 00 N M Gl �A O Go d, co 00 r c6'tt 't "t 't Ln Ln L �0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT zo - STA. 14+00 CROSS-SECTION 0+30 0+40 550 (-SPRING HILL PROJECT 545-63 TC 545 545.30 EP — — — — — — — — 545 -�z�o%SSLOi'E - 540 -- — -- o V Ol7z m w Z O 2 540 ao 0�n It m n m vi � m o ao m It L 4Ln It It Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT zo-STA.14+50 CROSS-SECTION 0+30 0+40 550 545 543.37 TC 543-04 EP 2.0%a SCOPE 545 �— ------ ------ -- 540 540 m 535 535 �(1 ry V1 Ln N 0) Ol 00 't 00 n IN to O N 00 M 't --T -t Ll1 tMl1 N tf1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 545 RT 20 - STA. 15+00 CROSS-SECTION 540 RT 20 - STA.16+oo CROSS-SECTION 540 535 (-SPRING H ILL PROJECT 536.46 T 536.a3 E a o — — i 535 — — — 530 u m w w — — — 530 M VM1 00 N m VMI � N m VM1 m m VM1 l0 M VMt 6 t0 VM1 lD VM1 d' VM1 N VM1 n -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT zo - STA.16+50 CROSS-SECTION 0+30 0+40 540 —SPRING HI LPROJECT 535 534.33T - _ _ _ — — 535 34"oo-E NL _ LOPE 530 w— � 530 a 525 m ww w 525 N NO 01 01 N O N M N VMl ri L!'I rl lmll N lMl1 �+ L!1 S Vml N Vl of IN 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 L'=9 �—SPRING HILL PROJECT 535 535 532.62 EP SPRING HILL EN rRANCE 532.49 w a.o% LOPS — 530 — — 530 Z — 525 m ww � w 5z5 01 'p O Gj O � n t O1 00 '-I O N O lMl1 M 0 N Vm1 N 0 Vm1 N O tm(1 N N Ln N m N lmll c4 lmll W V1 Lr) Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT zo - STA. 17+50 CROSS-SECTION 0+30 0+40 6i6 SPRING HILLPRO ECT 535 _ 535 53z.55TC 53%•az EP 530 2.0%SLOPE — — — — — 530 0 525 u m \ 3 525 00 �O ~ M CO . c V1 Vmi n V1 00 to O CO N Vl N cc)of M N t!1 m N Ln 111 �y m M N In V1 ri ry m m V1 'i 14 m M �. llt O m V1 06 N Vt to N L!1 0+30 0+40 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT zo - STA.18+oo CROSS-SECTION 6=1 540.84 T 540 540.51E z.o%SLOPE — — — — — 1w - --- --- 540 m w -- 535 — — — — — 535 CO n V1 It S Ol n M ^ lDLn -0+40 -0+30 -o+zo +10 0+20 545 RT zo oSTA. 1 +oo CROSS-SECTION 5 5 0+30 0+40 545 540 538.52 TF 538.19 E z.o%SLOPE _ 540 535 l m w 535 530 530 N V1 NO .t ry N 00 N .t u m t o m a m n 0D m L 00 0D m L 00 0D m 06 m 0 m m Lm -0+40 -0+30 -0+20 -0+10 0+00 0+10 GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft. 0+20 0+30 0+40 0+30 0+40 535 rSPRINGHILL PF I OJECT 535 o6 TC 530 530 5�5 � � 525 520 V m w w 520 cq w C 00W 00 l OLi,O Ln N O ;O N Ln LA oO N N N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT zo - STA.18+50 CROSS-SECTION 0+30 0+40 535 SPRING HILLPR JECT 530 529.68 TC 530 z EP -- --- --' ,— z.o%a SL PE ✓ — 525 525 L m w w 520 520 0 0 0 � 00 m oo00 N a m �0 IN00 6 OD N1 N N1 IN IN�I IN coIN IN(1 m U � N7 N Ln 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`'05/05/20 � ,1 IONAL E�Gl F z z � s ZZ O w w o o f O u m a a w In cn Q cn Q f ,N z J cc l V Z I�1 O a a Ln z w w i j in in c LLI cc of f LU Nrj � p 00 00 m � N � .+ o L9 zti M 0) O� N z NT M Q C N 0 W N Q > O Vl in� z J J �_ > Q cl)zLli _ Lu u L9 IILL — O z < w O W" Y Q O J H1. —i LLJ Jam/ I� H� I f_ ZLLI = � r n cf z J LULU �c Q C7 ® O O N b w O w x a to JOB NO. 182157 SCALE 1"=10` SHEET NO. 23 5 RT 20 - STA. 22+00 CROSS-SECTION 5 NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. GRAPHIC SCALE 10 0 5 1u 20 40 IN FE:FT ) I inch. = 10 ft. 535 RT 20 - STA. ig+oo CROSS-SECTION 535 530 528.83TC 528.23 — — - 530 GROPENENTRANCE 2.0%SLOPE - 525 5z5 Fw! 52a w� w 520 O1 ^. O r, O M O 0 n ^ O l0 M m N 00 00 W W W W W W W W N N N Yt V1 Ln V1 Ln V1 u1 L!1 U1 to Ln V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. ig+5o CROSS-SECTION 0+30 0+40 535 530 GROPEN E 530 — TBANCE— 527.zi — — — — — 525 2.0%SLOPE — — — — — — 525 — 520 w w 520 o ao u-1 00 c 0 r` io ui 0 m N N �r In N Vl W -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+40 530 525 — _ 526.72 TC — — — S26.39 EP Z MA SLOPE — — — — — — — — 525 520 aT-0- 520 ry �r: ^� W O O Ln O n N N � N N N N VI -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 — 5a5,92 TC 530 525 525.59_EP - — -- — — — 525 _ -Z:e%5602E- — 520 t m----J 520 0 M 0 m 00 �. ro^ o n 0)n 00 OD N k0 N [n - N J N rq lmlf L(1 Vt "IN ll1 LO Vl ll1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+00 CROSS-SECTION 0+30 0+40 535 530 0 52aa� ' -� z.o% SLOPE — _ — — — — — .� 530 525 5�5 520 G 0 520 5�5 0 w w w 3 a 5�5 rl cN'I 'I rl M H m C1 ry M N ,n N � v1 V �T N M N ri N -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 \ \ 530 525 ` \ _ 525 o 523.82 a — SLOPE — — 520 520 0 0 3 x n 5�5 a w a w 3 a 5�5 O� lD H N O H.OD O tc M M N , N N N N N [n Ln L(1 ill L": Ll1 111 Vl Vl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 _ 530 525 _ . 5�5 0 523-1z — — 520 520 ffi — — — — 5zo o — — J — o 3 515 T w 515 �. ^ M W to G N .t 3. Ol W '.D Ln N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+50 CROSS-SECTION 535 530 � — — ------ 530 525 525 V 520 520 515w 3 0 w w 515 m N c00 m00m S n N O Vr N N 4 N N N N N N N N N O O1 ill Lri L!1 �!1 L(1 VI Vl Lr: Ul -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 23+00 CROSS-SECTION 0+30 0+40 530 525 52173 525 x H 520 5zo O 7 _ 53-5 w w _ 53.5 N00 It 0,01- mLn m o G. a) M ry 0- N W N m M N O: N ti fi rl rl ...i o o �i c6 rl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 23+50 CROSS-SECTION 0+30 0+40 530 525 = F -- s 0 � _ 5z5 520 sn 520.98 520 515 a w — — — 515 OJ Gl ^ W 000 N N G Gl rn O O L, �y rl 4 O G, Gt I� t0 L, -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 525 RT 20 - STA. 24+00 CROSS-SECTION 0+30 0+40 525 F 520 520.24 520 51-5 o w w 510 510 •i 00 f0�9 G w W r O O N M N 111 N l!1 ~: O L Vl G O O O O V1 cl V1 l6 L!1 N llt V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 525 RT 20 - STA. 24+50 CROSS-SECTION 0+30 0+40 525 520 1 0 520 _ � \ 529'35 — — — — 515 J — 515 0 3 510 w w a 510 N 00 O 0 N d n ^ M 0) O N 00 m 0) LEI LEI -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 SCOTT/R. Ct9'LLINS�2 Lic. No. 035791 ,a p 05/05/20 OA l�,SVONAL rA Z Z o Fa Ln w O Ln r w E O { C~ s a ' coa i H � Q Q [ w J ` z a w w [ Fml1 0 a a z ' . W w w i j (n V) [ W s s L `L [ rn o w L 00 C ti ti C) L9 zr M — m N z d- [ J WC W N Q > O 111 ZLLI z J J 0 — > Q z_ V Lu 0 ~ LL O V) O� w O 2 WU 0 Y J O �\� w / D Ul J 0 W ~� � z0ui � U - z_ r< V 0C) O N u W o w a � JOB NO. 182157 SCALE SHEET NO. 24 70 571 565 565 56o 560 / / HT. OF / OBJ= / 3.5' 555 / - - 555 550 J / / 550 545 \Gi\S/ 545 540 540 LINE OF SIGHT- / — J 535 535 — HT. OF / EYE=3.5'V— — 665 _ EXISTING GRADE SIGHTDIST� — — —— � � 530 — 530 PROPOSED GRADE 525 _ � � � / � - -_ 525 HT. OF O BJ=3.5' 520 520 30 . W �O 00 H IXI 0o m l O O 't ,�� ^i �l0 N N ry N N N �l N N N N N N M f�'. M M �}' Vl lf; lfl lf'. In L!1 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 65 NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE s 0 2.5 s 10 20 M FEET ) I inch = 5 fIF HORI7_,ONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 645 HT. OF645 i 0BJ=3.5' 640 _ 640 635 635 A / HT. OF / EYE=3.5' LINE OFSIGHT% / _ — 630 / / — — _ — — — PROPOSED GRADE EXISTING GRADE 630 / NEE j / 625 5`GN��i 625 620 / / / / / 620 615 / , - 615 HT. OF ' OBJ=3.5' / 610 610 N O d O N M03V1 3' N .-+ 0 al 03 O W W a)O. l0 N W l0 M l0 W I� Ol N d' 1� 00 O 4 N .t vt tc 00 Ol O N m ri N N H N N N IN N M M m m M m m w m n M 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 SCOTT/R. C)-LLINS�2! Lic. No. 035791 ,a p 05/05/20 off,;: ZONAL Z Z o Fa z W O z W � O { C~ s m a a = i H w � Q Q 1111=4 0 ~ ` ti W W l > j Ln [ w °\ m o 0 0 LU 00 m •--1 .y N O L9 z Ar 1 _ M — M d7 N lqt z M Q J Wc:) W N Q > O Z LLi W > Q LL z_ 0 LL Q_ W OJ ' V z < W Q WU Q � Y J o LL] ~� Ul U) J F F--� Z UJ w � r n U) z J L oc Q Cn 0c:) N u G w O w � x D_ V) JOB NO. 182157 SCALE V:1"=5' H: i' - 0' SHEET NO. 25 me1 615 HT. OF OBJ=3.5' \ 595 595 S 590 ���y 590 F, 585 ' LINE 0 SIGHT 585 58o HT. OF 58o \ \ PROPOSED GRADE \ 575 ` 575 4 570 �s'�y� 570 s� \ 565 `� 565 EXISTING GRADE �\ 56o 56o HT. OF \ OBJ=3.S' 555 \ 555 ` 550 550 00 00 00 ° 0 ltt u' i.n V1 11 2+00 1+50 2+00 2 .EY - INTERSECTION SI NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE o' s 0 2.5 s 10 20 �SCOTT R. LINS7 U Lic. No. 035791,a ° 06/16/20 ( IN FEET ) �0 l 1 inch = 5 I S'SIONAL ��� HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 620 rA ZZ O a U) Ln 0 o O s z a a m w w J Q of Q in� z Q W W 1111=4 ^` 0 F d d Z U) Ln W / > Ln Lu IN IN Q N O .-i O O Lu z 0 z ul z rn r co C7 N lqt C7 N O N N Ld J U) LLJ J Q U Y w H Z) t~ w ui U) w Q 0 0 N a J 0 O W J J z LL ry `L w v Q U-) J C� z U) � lu') 182157 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCALE V:III =5' LOYOLA WAY (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE LOYOLA WAY (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE HHi'= SHEET NO. 26 635 635 70 571 HT. OF O BJ=3.5' 565 \ \ 560 \ 555 �Ta� LINE OF SIGHT 550 \ 545 EXISTING GRADEJ� \\ S/G\ 540 HT. OF AD/STq \ EYE=3.5' \ PROPOSED GRADE 565 56o 555 550 545 540 535 \ T,-oF 535 \ OBJ=3.5' 530 530 vt co ry N m cq O S 00 00 ll1 u N i0 d LD Ot '' m d O Ln 00^ vi Off`' m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE 75 57 570 570 HT. OF / OBJ=3.5' 565 / / 565 / 56o / �/ 56o / / 0 555 555 � 550 LINE OF SIGHT / 550 EXISTING GRADE 545 / � �v / 545 PROPOSED GRADE 540 / / �Sj Pi ,1� HT. OF _ 540 EYE=3.5' 535 i/ 535 HT. OF �— OBJ=3.5' 530 J 530 I� N N lD �D rMi l0 Ln l0 N O lO Q 0 �r u'i V1 Lll Ln BERWYN LAN 0+00 0+50 E (NORTH) HT. DF OBJ 3.5' 630 630 625 a` / ,' 625 \c� j f 620 / / 620 I/ 6i5 / j 63.5 HT. OF EYE=3.5' PROPOSED GRADE / 610 _ / 610 LINE OF SIGHT _f _ 6o5 i/ 6o5 f ",-EXISTING GRADE f 600 / rf 600 a f f 595 o\� r 595 r 590 / i� 590 585 / 585 // / 580 / 58o // f � f HT. OF f OBJ=3.5' j 575 ! 575 / / 570 / 570 S S N O lD try I� N _ d 00 O -1 M G ~ Ol O O O M �/1 Ol V1 `�y ^I .t O �' N Ol O 00 Nl L!1 n �, 11 <0 lD lD l0 lD '`J lrvp ' <D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SHERIDAN STREET & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 20 I Inch = s IL. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2C 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE ( IN FEET ) inch = 50 ft EXISTING GRADE SIGHT DISTANCE=95' HT. OF HT. C OBJ=3.5' 555 EYE=3.5' 555 � f 550 550 LINE OF SIGHT 545 545 HT. OF OBJ=3.5' \\�PROPOSED GRADE 540 540 535 535 00 0) 0 n M Ol Owl t M v'i v'i �; M vmt M V�1 Ln Vl Vl rl v: v: Ln L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOYOLA WAY & BERWYN LANE - INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. Ct,LLINS7 Lic. No. 035791,a p 05/05/20 OA l� lsS/ONAL Z Z o a ~ w O ~ 1 w O I Cr s m a a ' i H w � Q Q p J ` N o o o > z p p w w i Ln a 00 m ~ N O L9 M CIO rn N qqt z a J wc:) w N Q > O Z W LL > Q O z_ry 0 L.L W O U z < w Q WU Q ur) Y J LLl ~� ul 0? J Zw W = n U) �f Q Cn O o N u G w O w K S a u') JOB NO. 182157 SCALE V:1"=5' H: i' = o' SHEET NO. 27 07, cl - -- -- - - I SCOTT R. LINS'Z U Lic. No. 035791 ,� - - --- - '0n 0 / 8/24 ZO _ -- - TMP gi-i8 - - - - - - -- - IONAL A E�Gt WENDELLVd.N/OOD - D.B,1727 PG. 674,677 PLAT D.B.17o7 P.582 D.B.1571 P. 245, 246 PLAT _ D.B. 288 P. 347 COMM. OF VA - D.B. 279 P. 493 PLAT O cf CL - - -- - - - - - - i F- F 0 __- O O O AVINITY ESTATES MH-11 -- -- - _ �bo - - _ . ,- - -- - ROAD (RT. 21 -- ", MH 4 - _ -- - -_ - - - - - _ -- - - Z O O O Q ¢ --_ SCOTTSVILLE 6+00 5 7+00 ': � MH-5 MH 6 - 1 +oo o � as as as � � - MH-1 R� j - - - --- MH-3 = - - _ s ss 4�- - 5+00_ -- ��- - - s ,_� 8+00 s _ ---s s ------ 9 +oo- - -- - -� - - - -- - - - - - `-Fu,�� �,I �� ,_ zz+oo a„' - 4 r G u z z z z z z En g APPROX. LOCqcALnI! �__. ......�\ :'I, _ 5 ST�S OB. 36]e F. Pv: / SOMH , s peen e. _ I ._ 4 +oo 1+00 - _ 3 s- - -- 2+00 is cMP ,,;.- +00 z S S s a G1 III S 5 +_5 _ $ _ _ T ., .. s --s s��_ - - -- -- - �� - -. - �- .._-_�.-_ -.- _- '= -== 10--- _- _ o : X009,�dW I r � 4 _ _ - - - - - _10+_ sus --- __ __ -uu- -- __ - _ __ -_ -. - -- 11+00- _,- _ s s -�� -cec- --_ -__ _ _ ___-_ - - _ - --.� _ - _- �_._ - --- _ - __ -. fares aN _ I i"o "- _ o u w � � m > Q V OC > O > O > 0 a Q W W _ -_ -nie iHo 3eo_. "-- _ u lrlrlTDAAl vJ m m m¢ ZSEWER EXISTING 20'ACSA SANITARY "' / EASEMENT / _ NO OFFSITE EASEMENT F - 1-- -- NO OFFSITE EASEMENT - -REQUIR€D-ON PR TY VDOT R/W NO OFFSITE EASEMENT - -- - - NO OFFSITE EASEMENT ON PROPERTY WV w > REQUIRED ON PROPERTY - - - H2EQUIRED ON PROPERTYLu =-REQUIRED s Q D.B. 5z78, PG. z83 \ n - - - -- - - 0 - Lu `n Ln Ln PROPOSED TIE -INTO \ j�, �'. ' i �� _ - - - - - _ _ _ / 90 3ER - - - - - 1 _ W W W En Z w Z AVINITY ESTATES MANHOLE / qx TMP I - --_ _� TMP g 5M - - i HAT ATION , LLC '' 1 m w ac w w Q sm g1-16B ALFRED L. AND E D. DUVAL i D.B. 1977 416 I z .- JOYCE W. BERRY 1 I C/O GRACE O'BRIEN 5 D.B. 39i P. 525, _P --- D.B: oP: z6 PLA 39 7 - w - Lu o wQ 4 4 5 o \ z\ \ D.6.4oaPG.38g D.B.321 P. PLAT - 1 Y -" - D.B. 39oP P. z67 PLAT I 1 Q \ I 250 - - w 1 \ ,I� 1 - Lu 1 z �_- TMP 91-16A1 / / ��\ GRAPHIC SCALE - --- -- - 1 - - / ALBEMARLE CARTER M UNTAINS - CO. LLC / so o zs so 0o ao - - V MANAGEMENT a, H - , D.B. 3480 P. 68 _- - - D.B. 1080-P--. 173 PLAT 1 AVINITY ESTATES / - cc ;� W a, _ o 0 N N N N N -- i I'hI:'I' 1 _ -- -- - Q o � 0 .�-I 00 � O m 'D N rl N / _ O O O O --- 540 L9 TT VJ NOTES: ' f� NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 1. ALL FILL TO BE PLACED AT 95% COMPACTION. M 535 SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. T ®� M FILL,no CR , ncc rnnl -�r�U§F#ED6"-r.�,.FORMING�OTHE3I-ZE-REQUaR€ME c-, Oc E-RT �MINIMUAA-0,-� �,--Q�I�TI64�-SEPARA3'IONFROMSTORM- m CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & m N SPECIFICATIONS, SECTION 302.03G. SANITARY SEWER MUST BE PROVIDED. F- z -w Q 530 W No J J Ln W `� • NOTE. THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. IW SEE z N o O W 5�5 SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. a > o °x- F� STA:MH- STA:11+6o.z5 STA: STA:13+22.86 w OV RIM:g8.z5 J z RIM:516.40 J J INV IN. 5og.87 FROM MH-7 INV IN. 5io.95 FROM MH-8 Q 5zo INV OUT, 5og.67 TO MH-5 INV OUT. 520.75 TO MH-6 z � MH-3 MH-4 MH-5 LU H STA:4+5431 STA:6+69.io STA:8+69.99 _ _ - _ - RIM:S11.5o RIM:512.00 RIM:513.38 / - o LJJ INV IN. 504.75 FROM MH 4 INV IN. 5o6.03 FROM MH-5 INV IN. 507.28 FROM MH-6 - - / J 515 INV OUT. 504-55 TO MH-2 INV OUT. 505.83 TO MH-3 INV OUT. 507.o8 TO MH-4 \ - _ - - - - - - - - - - - - - - z w LJJ < Lf) i f 3.6- 8" SDR-26 PVC EXISTING GRADE (TYP.) r g" SDR z6 PVC 158.61 LF Qa 0.55°/ Ln / J z i 286.26 LF Qa 0.83% J 505 ' 8" SDR-26 PVC � w MH-2 / / 8" SDR-26 PVC 196.89 LF Qa 0.53A Z W Lu T~ MH-i STA:o+51.84 STA:2+35-55 ' O 210.79 LF Qa o.51/o RIM-49333 RIM:497.25 ✓ V LL INV IN. 489.12 FROM MH-2 INV IN. 490.45 FROM MH-3.' (n LL INV OUT. 488.92 TO AVINITY ESTATES MH-11 INV OUT. 490.25 TO MH-i o AVINITY ESTATES MH-11 / ~ w STAso+oo.00 J - C• zs zzz000 RIM:493-02 PROPOSED GRADE TYP. 6QJ v , INV IN. 488.66 FROM MH-1 �R"� @ro 3 7 5 INV IN. 488.66 - - _ $ (OV 1 IN FEET ) INV OUT- 488.46 / yti�1 1 inch = .5 f, O 10" HDPE SWM OUT TALL BARREL ' HORIZONTAL GRAPHIC SCA E O ® N PROPOSED WITH AVINITY ESTATES 3-5'MIN. 490 50 0 25 50 10 200 CONTRACTOR SHALL OBTAIN i.z AS -BUILT INFORMATION FOR 8" SDR-26 PVC 179 7 1 LF Qa o.63% ( IN FEET ) F MH-11 PROPOSED WITH AVINITY nch = 50 fl. u w w ESTATES PRIOR TO TIE-IN. 8" SDR-26 PVC O W 4g5 47.84 LF Qa 0.54% a JOB NO. 182157 m N O1 M ci Ln ko 00 01 O O SCALE Ol 00 ,y, N 01 01 1p 0) Qt Ot n O N rl N 'i N `i N ''1 .} ci Li) ri 1p r•1 Li) ri 06 rl 00 ri AS SHOWN SHEET NO. 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 28 \ _ - TMP 92-18 WENDELL W. WOOD TURN LANE IMPROVEMENTS ASSOCIATED D.B. 1727 PG. 674,677 PLAT WITH SPRING HILL VILLAGE PROJECT- / \ D.B. 1707 P. 582 - -/ D.B.1571 P. 245, 246 PLAT ' D.B. 288 P. 347 COMM. OF VA D.B. 279 P. 493 PLATS 7r i,� sz6 2.1}0o MH- g MH-11 _` +00 T1 18+00s s zo+oo; � r %1III 530 \ - - MH 10 - - - i - _ - _ VDOT / GIS ROUSE SIRI 16+00 s RLOTTESVILLE � --- E STATION5 EXISTING ACSA 2o' NITAR ZO t s 5', BENCHMARK IS CHA 15+pO ,r� s/_- MH-8 NE 1882 93.680 SEWEREASEMENTSA Y RW 6 -_ - - _ - - - o A_ ! DROmr Sc s� ELEVATION I V1` IN >>�D.B.DB53z8 PG. o ) „ F GROPE - 9 MH-7 -- N SIGNS „ M5 HORIZONTAPA ATION (MIN. 5Clip MH-6 - +oo COMMERCIAL BUI LDING g+°o- - - 9+00 ,or uorvi �, _.,,, +00 5 - - - -- s 11+00T 5 I ( EI�SEM, R RE55 _ _ _ .. Ifl6RE5 �O EV MP9.5f1 - \ _ _ � _ WILSON TERMINAL CORP. D.B. 976 PG. 474,477 PLAT - - NO OFFSITE EASEMENT - NO OFFSITE EASEMENT / D.B. 440 P. 195 0 _ -- REQUIRED ON PR TY / VDOT R/W NO OFFSITE EASEMENT -r,) _ REQUIRED ON PROPERTYD.B. 440 P. 198 PLAT -REQUIRED ON PROPERTY = ` LLI �- -90-3 - - _v=i - - �- - - - TM P go-35P _ HAT ER ATION, LLC w - TMP9 5M _ - t - W' - - - i BETTY LEE PROPERTIES, LLC GRAPHIC _ 1 E D. DUVAL D.B. 1977 416 C/O GRACE O'BRIEN - ' D.B. 3g1 P. 525, PL v _ _ - -- D.B. 4195 PG..8z PLAT o o zs so 0o zoo - __ _- _ -- --- - D.B. 6 P. P 1 1 D.B. 414 PG. 5i5 D-..B. go P. z67 PLA _Z D.B. 9z8 P. z74 PLAT s --t - D.B..-390 P. 264, 267 PLAT 9 37 1 u 1 IN FEET ) �� -- ] inch 50 0 H W W Ln W uJ ul w z 2 v 4 1►l NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. MH-5 STA:8+69.99 RIM:513.38 MH-5 INV IN. 507.28 FROM MH-6 MH-3 INV OUT. 507.o8 TO MH-4 - _ - - - - - - 3.6 . _ 8" SDR-26 PVC 286.26 LF @ 0.830/0 8" SDR-26 PVC -196.89 LF Qa 0.530h EXISTING GRADE (TYP.) STA:18+66.54 MH-8 PROPOSED GRADE (TYP.) RIM:523.00 INV IN. 518.7o FROM MH-10 STA:16+50.26 _ INV OUT. 518.5o TO MH-8 INV IN. 512.78 FROM MH-9 i INV OUT. 51z.58 TO MH-7 MH-6 MH-7 STA:=+60.25 STA:13+22.86 ' RIM:516.40 RIM-518.25 INV IN. 5og.87 FROM MH-7 INV IN. 51o.95 FROM MH-8 INV OUT.5og.67TO MH-5 INV OUT. 510.75TO MH-6 /---------------------- --i \/ / EXISTING 24" RCP STORM - - - r n /SFWFR cporrINlG 5.0" 8" SDR-26 PVC 158.61 LF @ 0.550/0 1.5' 8" SDR-26 PVL 323.40 LF Qa 0.50% NOTE: CLASSII BACKFILL MATERIAL SHALL BE CRUSHER RAIN 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-46.o3G. VI SO Z� ,v69� 21�"1$ NOT S: 1. ALL FILL TO BE LACED AT 950 COMPACTION.. 2. INIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. INIMUM OF 1' OF VERTICALS PARATION FROM STORM EWER & W/L AND i.5' OF SEPARATION BETW EN W/L & ANITARY SEWER MUST BE PROVIDED. ti io m n o o m om N ItLn l� Ol N O N Ln l!, V1 V1 Ll)Ln 8+oo 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+oo 17+00 18+oo ING 8" VCP SEWER CR M H-io STA:2o+88.86 RIM:529-42 INV IN. 520:7o FROM MH-11 INV OUT. 520.5o TO MH-g 8" DIP 218.32 LF Qa 0.820/0 VERTICA� GRAPHIC SC 2.s ( IN FEET ) I inch - 5 f . ORIZONT L GRAP IC 25 E 0 it 0 ( IN FEET ) nc h = 50 20+00 21+00 MH-11 STA:22+12.77 RIM:534-50 INV OUT. 521.5o TO MH-io 8" DIP 119.91 LF @a o.67% 22+00 540 535 530 ED GRADE 525 520 51-5 510 505 500 495 a SCOTT/R. Cbi,LINS'Z Lic. No. 035791,1, P 08/24/20 1.14 F F Z S ZZ O Q w � , 0 gal w coa LnU J i c� Z OEn .a. I- w a > Z o . i w (nLLj , LJJ u li J cf a a Q O j Q LL > � z z i a g a a o O w of En O z Ln LU g w Q 2 J0 U) cc z s O g i Q z C Z c� U-) � J 0 Z z � IN IN rq w NIN Q O ­N N N c' O O O O Lu z 0*) ti M M rn N z MLL ( Q CN J W W 6) J W N Q o 7> O LLu J z U Q Q w z L9 LL. o ILu J 1 W z<w� = Q LLJ W U1. _I v J W I --I Q un ~ / l J Q I --I l/1 WZ W z LJL LL ~ cco O !Qn � V 0c:) N u v w w O w 485 JOB NO. 182157 SCALE AS SHOWN SHEET NO. 29 001 .90 do _-I i I I I I I 1 PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evel n' Hed a Maple- 2.5" cal. 2.5" cal. 11 Acer rubrum 'October Glory' 'October Glory' Red Maple- 3.5" cal. 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Carex stricta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10 Chionanthus vir inic& Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus 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' 'Mary Nell'Holly 4-5' 2121 Ilex labra'Shamrock' 'Shamrock' lnkberry 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. 59Jasminumnudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 15 Magnolia randiflora'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellata 'Royal Star 'Royal Star Ma nolia 6-T ht. 10 Malus x'Prairifire' 'Prairifire' Craba le 6-T ht. 48 M rica cerifera Southern Wax Myrtle 4-5' ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vir atum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acerifolia'Blood ood' 'Bloodgood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-T ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu'a x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 7 Ulmus americana 'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Viburnum x pragense Prague Viburnum 3 gal. 10 Viburnum x rh ido h Iloides'Alle han ' 'Alle han ' Viburnum 3 gal. * CLADRASTIS KENTUKEA AND ACER CAMPESTRE'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: NOTES: I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer ca mpestre 'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 6-T ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-T ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambarstyraciflua'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'CID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata 'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x 'Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 9 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-7' ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 5351 3745 TOTAL CANOPY 89123 Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS: Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers •1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers •1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres �1O Total passive recreation = 74,900 sf or 1.7 acres v E U U N DD P'y N� N -o E 0 waE � C) °-'� L z = V > N y U N N � C a o E .°� E `vJa a m�2 s � � U '� U y C W o �a a� 3 Ca p 3 ON 0 acc M W Z u 3 01/ J > J J Z J = O U vLU Z J L u 'n V / m J Q p LT y OFOn Gf Z JESSICA S. PRIMM y Cert. No. 0406001256 Off/1 Fl/2020 ,, I �OV y't'4PE ARC�I� SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description 1 11.13.2019 Counry/ARB Submittal 2 12.23.2019 Coun /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date Description 1 06.22.2020 County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal SCALE: 1 "=50'-0" SHEET NUMBER: L500 LOCATION OF STREET TREES BEHIND PEDESTRIAN WALK DICTATED BY VDOT 'EMERALD SENTINEL' EASTERN CLEAR ZONE REQUIREMENTS REDCEDAR LOCATED IN SINGLE ROW TO FIT BETWEEN PROPOSED RETAINING WAI I S MI in I I E 0 U N 0 DD P'a, Na, N-U E 0 waE � _ C) ti > N N U _0 N E Q _ �.� E Vv a nU s U V�/'/� N N V N V / Q N v a ox o 3 p 3 ON 0 acc rn Q W z_r'� v J > J J Z J D = O U v LU Z J oC CL W m J Q THOpG 1 JESSICA S. PRIMM a Cert. No. 0406001256 � aF�/ZFl/2a2o ,� 0'cAPE ARG�I��G� SHEET TITLE: SITE PLANTING A10o PLAN: GREENWAY PARK & GREENWAY -- ENTRANCE PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 County/ARB Submittal 2 1213.2019 Cou /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22-2020 County/ARB Submittal 1 08.18.2020 County/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L502 1 1 \ 0 3-'DD Blanchard' Southern Magnolia 5-Appalachian Spring' Dogwood I -Fringe Tree 3-0akland Holly 3-'Little Gem' Magnoli -River 5-'Emerald Sentinel' Eastern Redcedar 41 / to 5-0akland Holly to ... . 420ctober Glory' Red Maple- 3.5" cal. .0 10-Winter jasmine /// %/ per. I -Fringe Tree �3-'Little Gem' Magnoli I -'Appalachian Spring' Dogwood / ,5-Oakland 3-Fringe �y/ / .'E pa l � WW Imo: , � /Ji►�% . ;!.''gsl1F� E• 00 °°5-Oakland Holly ° °°LO-TLOT 3-Witch Hazel a - LOT ii ;i 31 I / �• I--'Bloodgood' London Plane Tree 33 ° / � � i 32 3-'Little Gem' Magnolia 5-Witch H zel1 LOT a° ° I II / I / I � I ! / I I / 29-Winter Jasmine I _Ji , _ LOT 30 LOT 29 Birch- 3.5" oNEIlv IP / 8-'Mary Nell' Holly A E 0 U N 0 DD P'y N� N� E V E 0 wa� v ti > N N 1 Q o.° E v V a nU u U .N . UU yr N �/'� Vn /1 N'u,n v W a a 3 00 p 3 ON acc In Q LU Z J > J � J Z) = O U v LU Z J Q CL W V) m J Q ,XLT11 OF JESSICA S. PRIMM Y Cert. No. 0406001256 �� APE ARC 1� SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 Counry/ARB Submittal 2 12.23.2019 CountyJARIS Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.2020 I County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L503