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HomeMy WebLinkAboutSUB201900158 Plan - Revision 2020-08-26GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG421) 1776 SCOTTSVILLE ROAD CHARLOTTESOLLE, 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 THE 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 APPLICA7ION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDEN7AL GROSS FLOOR AREA = 60,000 SF OPEN SPACE: PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 328 ACRES (25.2%) PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3). 0.19 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1). 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.67 ACRES (2&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: RESIDENTIAL: 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-RESIDEN7AL: FRONT 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY. THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATION 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. INFORMATION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITN (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING. NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING PARKING REQUIRED: 2 SPACES PER UNIT t (1 SPACE PER 4 SPA UNITS) 100 SPA 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 t (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 SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN. THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITIONAL 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, VIR6INIA 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. RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 ac. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: LOTS.• 5.40 ac.-41.5% ROADS (RIW): 3.95 ac.-30.3% OPEN SPACE: 3.67 ac.-28.2% OFFSITE EASEMEN T.• OFFSITE EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONSTRUCTION. SEE EXISTING 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. `RT ZOl 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 EXIS77NG CULVERT EARTH DITCH O O CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE N0. BENCH MARK CURB CLEARING LIMITS a CURB & GUTTER - - - - - PROPOSED PAVEMENT � EC-3A DITCH -100 EXIS77NG CONTOUR DEPTH OF EC-3A DITCH Zoo PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA77ON g" DEP774 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. SCOTT/R. '(!t�'LLINS- Lic. 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'1 _ D.B. 554 P. 441 PLAT / ____ /z ") ----___ - - - ___-_ co ONE: R1 RESIDENTIAL ,/' _- - = _ / ,/ I, ,tLW.P.B.1 P. 35�PLAT ,' /// /' ,/' /' /'' ��. \ \\ \\ \ /'/' _\_�-_-______ --_- -' -- °65' 1 /'-----_- O I -099' _______--''_09a-' - / % \ /-' /, H.W.ZONE[Nf�1D �\\---____ '/ '/ /' /' /' /'/ _ - // I\\ \\ \ \\ \\ //to /'- _ ____ _____________________ / / ' % -� - -- - /"-- - ------ -- ------ - --- C, - --- - - / / ---- _----- --- __ - - - -- __ '--- _ -- - , - 1 - - n I - - / / ' _ _ \ / - <° / / /' - \ y \ VERY DENSE �EfeETASt6N _ - - _ 1 ' I _- _/ -- O2 1"_ __ -- - // / o� - - \\\ -___' //' _/ // / /' -_' I\ 1\ ', /// /</ ,'_----____--- _-_- _ _ _ __ - / I_ 'EXISTI GMO ILE/ ___ ___ \ '/- ' / pg5 _ - 3 AX - I _ \\ / /--__ /' /' /' -----_ 1\ \ \\ / / / / / /• _________ _________ __ - �j -- - -' ' I __- /' T +-- -REMOVED \ ---''/ ' // / -'' ` \', \ \ 1 / // / m - FjlEN W ND BETTY , - _ _ - - / _ - , _ _ \ \ // / _ / ST / / / _ ' /'' /' /' C. JOHNSON,' - ") ___-_- _' / I /�-----_-- ,, / - v, // // _ _ _ _ _ _ 1 J( '- _ _ \ -' _---__ _ ' - ,/ D.B 026 P/715 /-T- _ ' / / -' / �\ \ \V vv ///// / / A\ / D.B[629 P. 616 PL� 1 I /' ,/ /' '� - I / - - - / _ �' '' - /' -ZOINE: R1 RESIDENTIAL ,' I _ ___ /' / / - / _--' v I \V _ j /''/' / vY -- - off' , / , , - - - _ - / / I v v - - / o /' / / / - / - ' a' _---_ v _-_- -— -- — _-' / / ,/ EXISTING / - s,/ I vv vv , / / ---- \` \�vI '// //��� -- , / / TREELINE(TYP.) /' , I / /v I / �11, / '' / v IA A V / / / L -, ' /' / / / -- - _ / v / - / /' /' v I v 't / / / V) I �.' '�/ / / ,/I -\-----' -- I , ,- � / / \\ I \ \ / / TMP 90 35V J J 7 / / / / / / I / / ' /'\/ - \ ', 1 \ \\-'///' /� RONAYNE, LLC J Z / /' /' // 4 // / // y/ _-\ // _� / I\ / /' --/' // EXISTING OVERHEAD ,/'\\ \k _\ // / //_-_\ D.B. 4719 P. 402 \ < O __ I /` / / / / / < \\ / \ \ EXISTING SHEDS / POWERLINE AND POLES I \ I \ / D.B.4473 P.48 PLAT / y__ /'� ,/' // // // / /' I --' -- `\ \\ ` \\ TO BE REMOVED t' TO BE REMOVED _/ \\ I \ // , D1� 440 P. 198 PLAT W Z _D,/ / _ v -- _ / I, v v v I / - /I / / I I / -oss_ v - / v v v A \ /-v / v� o' - / ' H� _ \ \ / / ZONE: CIGIHT INDUSTRIAL /__ /' / I I I T/ vv tovv / v vv �v v v A I l , 1V / // _ / I I ! /\ / I [II\ \ \\ {{ I_ 1 / / EXISTING GRAVEL \ \ / / O _, _ -' I / \\ \ \ '..m 9.5'�a4' 133'xi5.S� I / I DRIVEWAY BE N \` / / /- 1 _ / / - I I ! vv \v --oss-_ A vv Methl vV ,Metal vV A / I TO ', /< J I I -------- \ ( / REMOVED / \ -------- _-_- Fro. .37' / \ \ \ shed\ \ Shea \\ �\ \Lo -- I // / � .M of I I I / \ \\ __ \\ \ \ \ \ 9rOve \ \ \\ \ __/ \\ u 0 / --540 __—__—`_ __—__— — —_,I-� / Ou I / % \ '-oas_---_'- - \ \ ! Pole \ \ I - °s _ \ - -�- ,' [ - / �°' I/ / /- ", - \ \\ \ \\ i i \ \w�9Dy\\ I \II --:. // _ �_\\ U_ 1 �Jj �__—__—_ -' ' II / /' \\ _ --_-\ \\ I 1 / \ \ {. \ \\ I I \co / ' vL ' TMP - 7A / / _---- _- /I / / - __�vv v ,/ / I I V - -�v v A I A V A I � /�\ v / -- / - ,/ / / /--v vv - A , / / I v -_ I A A 1 ll / V - __ LE AND I _ / / - I/ / _ / _ v - ' / / V A d I I / V / \ ____' MINNI LE BESTT�- j /'- --- B / - _ _ ----- / / I �� 1 1 1 / / \\_ w _-- --L S_ AT�i II I / /' / I / // - _ / / , I story _ I I VI / ' ----- x v / / / o Fro me Rook - ' 1 A A -'' o / / I / / ---___ -� vv Av -- // / V I I l \ D.B. 28 .453I I ' ' --oss-_ \ / / Xlns I \ /,EXISTINGSTRUCTURE D. 0 .264 I I / / / /� ----- / 11 I�TOBEREMOVED -a z N : R1 ' I TMP R0-27 / I /' / /' ---oss- v __ -/' // ( I I I v U) I I / ,I/ / / \ EX I 1\ I I \ Ul i T P 0-26 I RESD NTIAL I RO�ER SCHICKEDANTZ( 3 / / / ---' --_ _--_ -- S I 1 I ---_ I \ ISTING STRU PURE /--/ I 10" \ w STE E L E - _„ r --J I A VD.B. 1244 P. 461 1 II I / //' - ----- vv TO BE REMSIVED // I I _: V_ t I / d IV vv �� i S PLED ' i / I \\ D.B.629P. 6`1\\6�.PLAT 11. 11 \\ / _- \\ os_ -- y -_/ �", I --- di 1 �.\ \\ �f.f --' .B. 1 7P. 388 I h \ \ D.61 \530 P. 164,PLAT �\ (\ ----- \_- - s - IS -- _, / I / cn -/ \ N i / EXISTING STAIRS TO I / --NOTE: EXISTING OVERHEAD LI NESTOBE ___-' --' ,/' /',/ /// \ 1 <' i _-_- EXIST IN G ACSA 20' \ L.L ' D.B. 1 58 P. 88, 590 P I \ I II \ZONE: R1 RESIDENTIAL \ \ - ZON 1 ESIDENTI \ \ \ \ \ I / -__-- , I/ \ ' \ \ ` \\ \\ \ \ I / - RELOCATED UNDERGROUND AND THE _-- ,/ / Y SANITARY SEWER \ \1 \ / -___ -ASSOCIATED POLES WILLBEREMOVED -- / / / 1 \ \ I 1 ___ _ _________ _ ___ _ - _ / -- _ EASEMENT z --' 1 I 1 \BE REMOVED h \ \ / __ _ , �� i� /je'� \\ \\\ \ \ I `\\ \\\ \\ N`F'\ II II I/ _--- -- --- EXISTING MANAGED _ -'�,/' ;' (_§. D.B.5328,PG.ip6 \\ I , o \\ ',,�, \ , \\ \ \ \ \ I I --_ __ SLOPES ,- - 9-. I GRAPHIC SCALE ____ ______ R v' - \\ VDH. °\ I, \ \ \ \ \ EXISTINGPAINT / ---LIMITS OF PAVEMENT ._ SLOP _ / ov, EXISTING VAR. WIDTH PUBLIC mi w EXISTING DRAINAGE MON. \ I I\ EXISTING I LINESTOBE _ -- , _'- ,- _ I I / ,DRAINAGE EASEMENT so o zs so 10o zoo \ / EXISTING EDGE OF a- "�0 DRIVEL '- STRUCTURE TO BE -- \ \ I I \ROADSIDE DITCH I I / ' PAVEMENT -obs--REPLACEMENT/ _-- obs--- _-- / / - \,to 1 -D.B. 28,PG. o6 42ELe ' ` -L-1 Jr3 7 1 -- 55e.es 4eELM ' \ \ F \ I REMOVED WITH / PAVEMENT OVERLAY / 5se.z4 1 ASPHA REMOVED AproxnateL 1 1 \ \ \ , _ EXISTING DRAINAGE 1 / - _ _ �\ \ 1 DRIVE Va Public Service psmt. TURNLANE k --T - -- - BENCH MARK IS oHE OHry _ \ D.B.221 P.309 \ \ 1 I o /'----- -FOR SOUTHBOUND -_-' -' STRUCTURETO BE .I pP omm. \ CWARLOTTESVIL IGIS FULL OF DEBRIS - iv. t------ +--1-- _IMPROVEMENTS __/ __ /_______ LANE - \ ^\\ \ / ---Pole) I I \ \ T �- - ----- - --- -__ _ _=-_-- 25'B-- /_---- -- _REMOVED -_--\- +FLerol>ti _ - �'oROUSE-S1R E1( IN FEET )_ IF _____ 7_ _151, CMP 1 - _ \ 0HE0,ry _ -______ - \ 1NP --_______ _ __- _-- �- - -- -- -- ------ ----- -- -------------------- ------- ----------------_--�-------- -- ----------------- --- - ----- _ 1 mch 50 ft_ I II��� PopeP`+ 1\T � '� � ol�. \\ ' ��3pN yIEXISTINGCURBIN O\ \ ___ _ _ _ \_ � '- ----- -' _� - - W ' - - r - -- ---- _ ---- _ _ _P �-� �I ggppJwn€ �/ P e ole / 33 5 ' 7" 18.98� p9 yen . - _0 CV ----- - S33 W 246 ----_ - - '--_ - E 14 .6 G ____ � \` 'E � 52T TO BE REMOVED � I � -\' DEBRIS / _- - _--- --- _.T-//��_\ �{, �r`_ _ -- _ _ _ _. _ - _ 1 __ I U _ -_-__- _\``�- --__-_ NV IN e -: T LE ROA ,'/ _ ' 5225e `! @ PE _ ---__ - --'-----Zw-V- O'O 552)7 \ MAILBOX \ 0 0 0 \ .w / / / HWP +F -- TOP Ez _ �'� i Ln - ( ) H -- _ sI� / / / U S R COT OV"Cew _ --- -- lVOUTtS F_a --i / ra MAILBOX \ �, 0 /354 -- - 4.02 1 - -��--- G m '___-___- o�' -MAILS X �__ - _ - --- - / S / / _ _ _ oH�oero -__-_ - I- JLLOF BRIS '0m \ HT ry = /--_-.,' 47^='.__-. oe�_ '.. _ \___.. - N- - __--__ _- o T - _ _ _ _--_-_-_-sso_--_-v- / _-__ -- - Hry w w 20 80' SVIL D 55 M _ _ / INV OUT 55 9 7�-- _ f - __-_- MAILBOX- --- -_ ---_- -__-_______-_ - �-�� -___ U LL / FULL OFD RIS N%ABLR ose T�s--7 _� oer oery __ _ \ __ _ _ __--__- _ - / O _ � OHr OHry \� \\ \ PO /' - _ _ ______ 0 - _ ce _ - ��_ \ eo Ph / / -- IN `�I IIT ia1R1L-B \ --Ti4A1LBOX-- - _-- _ a U) __ ____e___�$___ _ - P r .32 - - I� __ __ --\ sso - _ -I____ — __ _ _ / 0 se '_ ,-.—_____________ _L _ ° / r - 527.60 7 'C N t'il7"f - _ - _ _-- T P90-2 E ; i ' a J ~ \ \\ \ \PFI /VDH—yAproximate — - -- — r s:4 52.71 ___J�V our - ___ __ iJOB iNO. \ \ \ \ \ \ A rox 10' VEPCO Esmt. VDH. / - - - - - _I \ '-- 182157 / 1 I E DIE LEE D I I L 7 < II i \ MON. Public Service Esm\t. P --_ _ EXISTING DRAINAGE- \ EXISTING \ .B.221 P.305 , r� I \ D.B.462 P.116 MOy' a I _ \ G EXISTING DRAINAGE - 'STRUCTURE TO BE e-.,� ' ' MI LEE BEST I 1D /' F' 1 ---� m I ~ \ \'NORTHBOUND LANE ' \ \ I D.B.288 P.80 / I » -'-=-'-'- LIFE S- E mB //T 90-21F \\ TO REMAIN \ I _T-NjP B0-21H "° REMOVED -------- ----- SCALE I JERRYLEEAND I„ I I , I a - TMP90-21H \\ I /LIMITS OF PAVEMENT I STRUCTURES AND 7 �_��_�_ -- - D.B. 3716 P. 243 1 a STE HE B. HE RY \ I 7 \ •� P I DOROTHY B. HUNT _ _ '�saa�� 1u _ OI ' DE ino WI BU R. AND EV \ MP 90-19 \ ' \ \ DO289 P. B. HUNT / REPLACEMENT FOR \ CULVERTS TO BE / o , _ _ 18CEOa5 D.B. 325 P. 367 PLAT I 8' D. . 2816 P. 7 - � 1 ' \ - / D.B. 3289 P. 68, 71 PLAT I< < _ - 3q .7a - - - - 5 I ZONE: RURAL B. 3767 P. 332 ',", D.B. 3 6, 3 P / IFFLETT I JULIAN P. BATTEN, JRI 1 \ \\ D.B. 3289 P. 68, 71 PLAT \ , NEW DRAINAGE PIPE REMOVED , . Q \ _ _szo ---_ _ - ' D.B 325 P. 367 PLA I I W D.B.19 P.718,720P AT I1 I \ h �` I I ( CROSSING __1 i D.B.1717 26,P. 31 227 I z � I \ _ /-_-_-____ _-�,N -_ \ D.B. 1717 P. 33 1 -�D.B. 1717 P. 31 \\- o.\ \\ �` E I \ _ _ o- SHEET NO. I a I ZONE' L - 1 \ \ - _ xss$- I I o D.B. 1350 P. 226, 227 PLAT ,n I 15 I NE: RURAL II _ \ \ D.B. 1350 .226, 227 PLAIT ' D.B. 1350 R 226,-227 PLAT �\ T \ ' m \ --_ �_z �!5__ -�-- /' M \,, \\\ ZO E: RURAL 1 1 ZONE: RURAL ----� I \ 9� / ZONE: RURAL ,/ a \ 2 ----------- ------ LOT NUMBER LOTAREA SF BUILDABLE AREA SF LOT NUMBER LOT AREA SF BUILDABLE AREA SF 1 2,864 1,518 51 1,824 1,388 2 2,006 1,263 52 1,797 1,358 3 1,571 978 53 2,128 1,310 4 1,552 960 54 4,300 3,028 5 2,700 1,366 55 3,326 2,686 6 2,654 1,321 56 4,060 2,840 7 1,853 1 1,113 57 4,091 2,871 8 1,465 873 58 3,355 2,714 9 1,450 858 59 4,217 2,992 10 2,459 1,182 60 4,228 3,009 11 2,436 1,159 61 3,393 2,753 12 1,773 1,033 62 3,447 2,806 13 1,421 836 63 5,218 3,745 14 1,422 830 64 4,710 3,424 15 2,749 1,094 65 3,654 3,016 16 2,846 1,134 66 3,380 2,737 17 1,770 1,030 67 3,854 2,688 18 1,416 824 68 3,841 2,676 19 1,770 1,030 69 3,241 2,600 20 1,416 824 70 3,245 2,605 21 1,770 1,030 71 4,308 3,026 22 2,301 1,081 72 4,582 2,970 23 2,301 1,081 73 1 3,383 2,743 24 1,770 1,030 74 3,364 2,724 25 1,416 824 75 4,376 3,169 26 1,416 824 76 4,458 3,389 27 1,770 1,030 77 3,732 3,090 28 3,728 1,823 78 3,627 2,984 29 2,210 1,342 79 4,084 3,012 30 1,792 1,351 80 4,016 2,874 31 1,798 1,357 81 3,384 2,742 32 1,852 1,409 82 3,377 2,736 33 2,947 1,828 83 4,665 3,002 34 1 3,082 1,874 84 2,156 1,312 35 1,764 1,323 85 1,281 961 36 1,715 1,274 86 1,282 962 37 1,713 1,272 87 1,605 1,204 38 2,854 1,902 88 2,176 1,303 39 3,001 2,042 89 2,170 1,328 40 1,841 1,396 90 1,609 1,209 41 1,790 1,350 91 1,288 968 42 2,251 1,59 92 1,288 968 43 2,508 1,601 93 1,612 1,212 44 1875 1434 94 2178 1334 45 1,848 1,408 95 2,182 1,337 1,869 1,428 96 1,618 1,217 2,474 1,573 97 1,296 974 r49 2,383 1,494 98 1,297 975 1,798 1,358 99 1,623 1,226 1,805 1,365 100 2,117 1,325 TMP 90-27B STEVEN W. AND BETTY C. JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING/FENCE BUFFER AREA PROPOSED S' LANDSCAPING AND MAINTENANCE EASEMENT OPEN SPACE G (0.10 ACRES) PPnP(TSFhvr)nTCTr) RAP :� I--"CYKVYV�tU 5-ASYHALI VA HWAY, . 'l•. _--. 1 I�.i. +� HV I. ..._. __-___.._____-T ,\ I \.\ y,ll -� I I i NOTE: RETAINING WALLS SHALL `SEE ASPHALT DETAIL ON SHEETio.` y2 '� MAINTENANCE EASEMENT Lam^ II W LOT - II GRAPHIC SCALE I, REQUIRE BUILDING PERMITS ) I OT L T OT OT �� ml{' ^ O Y :.I \ NCI{ 10 +U 30 0 15 30 60 I 120 O I PROPOSEDIS'. n-II I O8 L \ T LOT 53 52 51 5° PLANTING STRIP \ w PROPOSED SEGMENTED RETAINING WALL LOT \ w/ HANDRAILS - SEE GRADING SHEETS FOR k0` \ LOT a' S5 5 °� COI \\ I o LOT �- 1 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / 56 �{ M CHL E -SEE HET I \\ j 1 i ( IN FEET ) ' I . � �4 � I � fll I I7 EDLII IT SIGN 1� 1 inch = 30 ft. ♦ LOT 5 I LI \I I SPFM � I 49 \ _ NO PARKING 4: } w ^\ \ OT 5$ b l I _- -- I SIGN(TYP) I\ I w r • , . , . . , • . , , .. \ \ \ . \ I ) \ E0I LO 16 -I a q :: NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS \ STREET V ♦ i 60 m \, y O_NT CK z8' SIGN (TYP)\ STOP SIGN (TYP. L q I Z »\\ Z \ _ IMITS OF PUBLIC ROAD R/W I I I f ti J`\ \ \ �\ I I ''\-• II \ PROPOSED GUARDRAIL LL LOT I 63. V t` • .` ,` ,` ,• • . ,` ` �\ ��\, � PROPOSED - _ � I TRANSITION FROM CG-6 CURB 30' LOYO_LA WAY i CG-6 (TYP) - tTO ROLL -FACE CURBING ---J\ PROPOSED 3o PRIVAT) z vy LOT _ _ 51z'R PROPOSED STOP BAR (TYP.) I - �`pIAY STREET EASEMENT I PROPOSED V� I � . I i' 62 d \ \ f'. '� 1 � ALA STREET •', •, , b' CG-2 TYP N ' 6 , i oB, ti y - LQ�i pUBLYC (TYP) �. �" D4 'I � - I ti 4 z S r PROPOSE' �c... I III .; , ` ` .` • 1IL... . ,,17I`, ' ,` ` • .` ' ' • . �'� �� LO.T. ��. z.•ISTREET SIGN (TYP) � - - - - -TOP F_ CURB ENTRANCE DETAIL 63LOT I OPOSED ' DECORATIVE WALL 21 - - - - NOTE: WALLS 3' IN HEIGHT OR LESS DO L Lic. No. 035791 08/24/20 A, [` NOT REQUIRE RETAINING WALL PLANS) R / 4�' y STOP SIGN (TYP.I I. 66 'll z i i ry ., ' 1 e r i PROPOSED 6' PROPOSED G LANDSCAPING II I z LOT + I I I I w f . I s�7►� ® PROPOSED E/P E/P 1[F L TMP 90-35 z J ! , • • . , k' - %� PLANTING STRIP AND MAINTENANCE EASEMENT PROPOSED 0' PRIVATE O ¢ � PROPOSED6 l 3 Z \ ` CG-i2 (TYP.) DUANE E. AND ROWENA M. SN1 PLANTING STRIP ^ of 66' I ALLEY EASEMENT O a Ov H �� i �Z PROPOSED 5' o m I o LOT i8 I D.B. 702 P. 792 Coa ---------__- CONCRETE SIDEWALK m Mlf}l.) z D.B. 657 P. 234 PLAT LA en LOT j F/C F/C 66' b NOTE: RETAINING WALLS SHALL - - - - o J Ji PROPOSED CG-g6 ENTRANCE (TYP.) LOT LOT f W REQUIRE BUILDING PERMITS SEEDETAIL,SHEETio. � � I I LOT $z $3. I I I � I I NI LOT _,I -.. % J H Z F a _ NO PARKING: of \ \ $O $1 I 12 ; J 1n z p 4 64 LOT > ., w SIGN (TYP) P I Q PROPOSED SEGMENTED RETAINING WALLS w en .' i o \ ! I I 79 _ - - I 1 66' I w/ HANDRAILS - SEE GRADING SHEETS FOR W °C Lu - 10 ' i ofNO PARKING h LOT I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 7 r LOT il0' II -----------J I SIGN(TYP) 11 N j N I LOT / j s----------------- ---- 42, io I - / 8 h --- ------ I /// / 7 2' _ 3� • - 66' TRANSITION FROM ROLL -FACE -65 M~ ^M /'/ ' b$ 36 T- W e 5' SIDE SETBACK CURBING TO CG-6 CURB AT I 1 w I tDi DRAINAGE INLET IN THIS LOCATION � I PROPOSED WALL MAINTENANCE EVENT ` 1. LOT Cam' /.` ,` • ` ' .` ` ` " � I / F 6' MIN. TRANSITION LENGTH) 1 en P� •mot==•- ` i r � � I I ' - - I LOT , i. 105' '. ... // 1 77 czt4� ry � ` _- --_--------- • • .`,` • ,`\ ,. L 1 I ` N PROPOSED6' �i - 4 \• `4, I''n LOT PLANTINGSTRIP .LOT vl m I I 66 6 10' PROPOSED -�__ )` / a 4= 68 I NO PARKING '- 7. i /•.,`f'`..` ,�' Io SIGN (TYP) �I LOT F SIG I / 3ti SWM FACILITY ip h F )PROPOSED VAR. WIDTH LANDSCAPING ,` ,` k . , ; . , .. x- „ „ ,\ \ 4 y . 1 I DISTANCE=170' I g8 ^/ AND MAINTENANCE EASEMENT y/` . 4 i" In 69 j .I I p ,, , • , ` • . , i. , , .. , Im •• io LOT 'I >,o � G ROPOSED GUARDRAIL S f- :PROPOSEDS - i , • .. , ` . • '/ �_ - - i'- u a \ PROPOSED N LOT CONCRETE SIDEWALK �5z- _ ii 31 / , i 4 . i t . , j 5 $ L oF.� \...�✓ , k . 4 1 / Y,. . -CONCRETE SIDEWALK to I 30.. ,..,......-!.._...., ,. j 67 I / SFTe PROPOSED SEGMENTED RETAINING WALL 0j 70 I L T w/ HANDRAILS -SEE GRADING SHEETS FOR i Q "I O Q ° ROLL -FACE CURBING j 7 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) %/ ] L ry FOR DRIVEWAY ACCESS i� -- II ------ _ II r--- PROPOSED6 L7 I---wl�- - -- -----m `' II l I i`, \.. -.. PLANTING u- -- - 97-'k// LL I _ `' I LOT w PROPOSED wI 9 --� --- 21[ °°I LOT m BLOCK D x`' -. -,_,-. 6 L Coo I CG-2(TYP) m PROPOSED CG- B IN TYPJ rvl 30 SEE DETAIL SHEET io. " I �� I ^ "z f LOT L E/P E/P 97 75 4.16 AC 00-----,z =_ --- I 68 p0 n Z I ROPOSED WALL MAINTENANCE EASEMENT - .� Z NOTE: RETAINING WALLS SHALL OPEN SPACE J _ N Sc --- - -- --b F/C F/C /IZ :I II w Q Trv) LOT YI • . REQUIRE BUILDING PERMITS ti� 1 II r l_ �I 97 ^1 uI N (1.00 ACRES) N Q LOT , ry p I 4 I - 74 m1 ,.'� _ . _ //O _. I I O. I> I ' . j Z ql RlW R/W F 2{ 1 5 L TRANSITION FROM ROLL -FACE QI LOT m� wl NOTE: SPEED LIMIT SIGNS WILL BE J 1-1w 97 Lnl ; ; REQUIRED TO BE INSTALLED UPON n �I II CURBING TO CG-6 CURB AT 0 69 w m _ PROPOSED SIGHT II 7 LOT 7411 ry I w • REVIEW DURING CONSTRUCTION // :I } •+ 1 DRAINAGE INLET IN THIS LOCATION e F _ DISTANCE EASEMENT I T • � Y 6 MIN. TRANSITION LENGTH ( Z1 1 e I I, • BYVDOTTRAFFICENGINEERING I // I I 4 �- I 7 97 OI I LOT 0I n I• .` PROPOSED - LOT 75 i E/A E/Pi LOT 73 1 CG-6 (TYP) N_.e L 'D I I _ PROPOSED LOCATION OF MAILBOX KIOSK 3 _ SEE SHEET io FOR ROLL-TOP m I 70 N 98 FOR CENTRAL MAILBOX LOCATION 6' n f NO PARKING 0j LOT 7 I CURB ENTRANCE DETAIL PROPOSED 6TYP ry o 1 STREET LOT PROPOSED ,/ (TYP) 2 n I NO PARKING CONCRETE SIDEWALK CG-1z TYP.) - I SIGN (TYP) ( / TRANSITION FROM CG-6 CURB I 97 I __ - 72 SIGN (TYP) i.1 PROPOSED /'STREET I I STOR .. � I -- -j a' 0 N, / LOT I TO ROLL -FACE CURBING LOT SIGN (TYP.,, PROPOSED S' CG-6 (TYP) SIGN (TYP) 0 79 r r I L b CONCRETE SIDEWALK j SPEED LIMIT SIGN ) / R : .e 1 j 71 IMITS OF PUBLIC ROAD R/W "4 . // PROPOSED m .r I dais ---------------- ---- �_. a•. ..:< . , . P :. - - - - - ---------- 1 C, (TYP.) 86' 14 a j 85 y - - - .STOP OPEN SPACE E _ I I �' 1i .yam -------- � 16 ,- .` . ` • •I . S, � � / .�� PI " SIGN (TYP..` 0.02 ACRES) ■ � ■ � TYP) .e:: - a v SIGHTDISTAN�E zZ / i SPEED LIMIT SIGN _ w u r - L �.�. 3oo'R I w 11 .- w ry LL BERWYN LANE` n STOP I 6 'R n a - �ERWYi�1N PROPOSED GUARDRAIL 20POSED G WIDTH LANDSCAPING 4` 'I .. PROPOSED VAR. WIDTH PRIVATE STREET EASEMENT SIGN (TYP. I ♦ Lu PROPOSED VAR. WIDTH I, PRIVATE STR ET AS ME T ^ AND MAINTENANCE EASEMENT „• - -. I l ;_ .�_• . .:• • . •• e - - ' � - - - ---- 0 �.. F SIGN (TYP) PARKING 1 zZ _ 16' .6_ z0'_ zo_ _ - 2__ z6' 16' 6' 20' _ z6' z6' 20' 16 : 1620' 26 3, 9' O PROPOSED CG-9A ENTRANCE (TYP.),` RIW - ETBA PROPOSED - 1350 16' 16' Z - 3 NO PARKINGC % SEE DETAIL, SHEET io. C CG-i2 (TYP.) l . TYP.} ' g (TYP.) " - TYP) SIGN (TYP) PROPOSED 5' PROPOSED 5' LIMITS OF PUBLIC ROAD R/W J L_ L - JSPEEDLIMITSIGN. - J L_ � CONCRETE SIDEWALK _ J f _ PROPOSED6' CONCRETE SIDEWALK ^ L L J L - J j r L - PROPOSED CG-gA ENTRANCE (TYP.) SEE DETAIL, SHEETIO. f f� - - - - - - - - - - NOTE: SEE FINAL SITE PLAN FOR DETAIL OF '� ^ fnZ H ^ ^ ^ n v ^ 0 32' j,�.• %`- - -- SIGN (TYP) - - - - - --STREET CONCRETE SIDEWALK LANDSCAPINGINOPEN SPACE/BUFFER AREAS LOT LOT LOT LOT LOT II^ a LOT LOT LOT LOT 11^ LOT LOT LOT LOT 11, ,PROPOSED 86 LOT LOT w LOT 98 LOT {G-1z (TYP) EXTEND CG-6 CURB THROUGH TMP 90-27 I • I. • 84 85 $] 88 89 90 91 92 93 9/+ 1 w 95 96 97 99 100 36' I NOTE: SPRING HILL HOA SHALL MAINTAIN EXTENDINITERSCTION AND TIE-IN p THE 8' ASPHALT SHARED USE PATH AS LOTIA j / �C Fj / [[ PROPOSED SIGHT WITH EXISTING PAVEMENT __ to DISTANCE EASEMENT 6 AC PART OF THE LANDSCAPING PERMIT _ ROGER SCHICKEDANTZ j I I .,` --- -- -- --- -- - ;: -- - -- 10' RSET C in --------- --- -- ry •:- ��6y' i� I OPEN P BLOCK 0.5 I D.B. 1244 P. 461 zT 1 ' 16' zo' 20' z ' " PROPOSED 5' SPACE A z6' 16' . 16 zo' . z6' z6' 20' 26' 16' ao' 3/ R 7 D.B. 629 P. 616 PLAT y a a ` : I CONCRETE SIDEWALK (0.06 ACRES) PROPOSED 6' LANDSCAPING D.B. 530 P. 164 PLAT ! + . ' • , ,` PROPOSED io' LANDSCAPING AND MAINTENANCE EASEMENT I` OPEN SPACE F • .. , • • , •` .' PROPOSED 6' P, b° I Y I SPEED LIMIT SIGN I D AN MAINTENANCE EASEMENT I NOTE: AREATO BE DEDI N DEDICATED TIE-IN CG-6 CURB TOEXISTING CURB - MATCH EXISTING GRAD E NOTE: SPRING HILL HOA SHALL MAINTAIN NOTE: SEE FINAL SITE PLAN FOR DETAIL PLANTING STRIP I 1 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/N/ SUBDIVISION PLAT PROPOSED PART OF THE LANDSCAPING PERMIT ` LOCK B - - - - - - - - - - - - - - - - - - - - - -- -1 BENCH MARK IS L _L SWM FACILITY - - - - - - - -- - -- - ' _ p �+ --t3-5-A-C PROPOSED STOP BAR (TYP. 1 STREET SIGN (TYP) PROPOSED 6' CHARLOTTESVILLE GIS _ __ - - -- - - - -- - ` - - �_ - _ - _ _ PLANTING STRIP ROUSE-SIRINE ----- ---' ` PROPOSED8'ASPHALT NOTE: SEE SHEETS FOR DESIGN T; STOP SIGN (TYP.) l' "► `PROPOSED - -- PROPOSED 8' ASPHALT -PR - STATION105 PROPOSED I •. �. ' SHARED USE PATH OFTHE ROUTE 20IMPROVEMENT-S - PR SED PLANTING6 R STRIP J dads dO1SIII o, CG-i2(TYP. SHARED USE PATH - - N 3882993.340 CG-6 (TYP) ,, I .` - FP1 �� E 11482334.683 - - - - - _ _ ELEVATION 527 7 111111 ^^ - - - - - - - - - - - - - - - - - - - ---___ ,.. - - -- - - - - -- -- SIGHTDISTANCE=665' -_---- ---- - - _ �---- ___ CG-6(TYP) L __ -- -- ♦" °" U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) ------ --- SIGHT HWPB.1 PG.354 _ DISTANCE_66�'_ ~---_____- - ------------ -- - ---- -------------------- ? J EXISTING PROPERTY BOUNDARY ❑ ❑ -- MAILBOX ❑------------ _ r ----- h, - - - - y - MAILB X o GIN f r ❑ MAILBOX ---- MAILBOX -- - - f ❑ I 16 IN IN IN IN IN Lu 0 W N O N w QN ZLu w U) J~ L JQ� Q Am Q m Q Q z I..0 a H� J IJ-I 2 z V w V) JOB NO. 182157 SCALE III = 301 SHEET NO. 3 1w Iff C7 a ARt)FN DR/ F i \ I � I o� \ PROPOSED2o'ASPHALT NOTE: AF \ SHARED USE PATH ,' C • WITH A FI NOTE: RETAINING WALLS SHALL / REQUIRE BUILDING PERMITS PROPOSED SEGMENTED RETAINING WALLS NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR THE lo' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) , OPEN SPACE C PART OF THE LANDSCAPING PERMIT / (0.54ACRES) 22' 22' 28' 1 11 PROPOSE 6' I 26 ----iorREAR'SETB_U -- -- \ of PLANTING STRIP / TMP 90-33,�`� % V vv _ LOT I, LOT III LOT ��` • .. ` ti LOT II LOT I 29 J JEANNETTE D. SMITH D.B. 4254, PG.118 , ,' \ \ 32 31 O III ao / /.f�i'(��' �'' ` . k,y``�, •`�` /'/ \ LOT \� \\. l Ih I1I1 oN � ``� / �`k • .` iti ' PROPOSED CG-gB ENTRANCE (TYP.) j'l _I SEE ' / .f P�. vN�OcJ `� ` •`�' /,` •pDq�'yV�•�l.it,DETA\IL SHEET20. � NO PARKING - / TAG � LOT / 36 •', I I I I NOTE: AREA TO BE DEDICATED TOVDOT �--2o'� �22' 22' 21 �\ WITH A FINAL SUBDIVISION PLAT h�toy--____-- LOT �� ` ti, •.':_ z n N- R, _ - 3 STOP / LOT LOT 1i LOT LOT °m\ \\ PROPOSED 5' 00R / z I SIGN / (TYP.) ) r\ PROPOSED I 1 n \j CONCRETE SIDEWALK/ s' 4 D I 39 CONCRETE LK 1 \a SIDEWA4 W r1 A PROPOSED NO PARKING o1 ED 50 o� ;CG-12 (TYP.) r SIGN (TYP) S:O ��� - ° � •° ° � • I -- Cs Q�°��`'� !�,I � �' 1�� LOT __ PROPOSED 6' PLANTING STRIP ?p • PROPOSED 6' I PROPOSED 6' \ \\ `��' \JP W PLANTING STRIP EXISTING PROPERTY BOUNDARY PROPOSED _ PLANTING STRIP /'• CG 6 (TYP) PROPOSED 6': L�li r 1 PROPOSED✓:': \ - - STOP \ / M y -SIDEWALK v)I CG-6 (TYP) \ \ )> -- c SIGN (TYP.) 9 �7 goo �� - �1 NO PARKING PROPOSED 5'. L W STREET R OA PHIN - d f SIGN (TYP) CONCRETE SIDEWALK /SIGN (TYP) ` - - \ - S :I LOT N �i I a WIDTH P `Q 25° ® STREET /+ /� ~ 2 \\\ r ROPOSEDVARDRIVE UBLICSTREET� w ti n ��I SIGN (TYP) BLOCK C�I - PROPOSED PUBLIC R /W s• � d irFP I . r } - <u PROPOSED 3.39 AC I LOT ry LOT ACK, f 34 \F ,`,� cG-12(TYP.) OPEN SPACE D 25 N 4- PROPOSED PAVED TURN LANE /Ci o\ 1 i ALONG AVON STREET EXTENDED 43 2 1$; 2 ( ) / - -- - - :\\ \\ ' 0.19 ACRES LOT vl 4 PROPOSED io' ASPHALT (TY.)POPOSE6' ` PROPOSED 6' Fl n 2[F w3 PROPOSED ASPHALT ' EDGEOFPAVEMENT i / NOTE: SEE FINAL SITE PLAN FOR DETAIL nF I ANDSCAPING/FENCE BUFFER AREA I I \ 11 I I I SHARED USE "PATH , IP / oh 44 PLANTING STIRj \\ SR `PLANTING STRIP` L PROPOSED C LOT I PROPOSED CG-9B ENTRANCE (TYP.) NO PARKING ` `N, Zoo CONCRETE SIDEWALK LOT OI ' o� / I SEE DETAIL, SHEET io. SIGN (TYP) ` 2 Di 11 ry 1 45 y I ao 3 L u PROPOSED 5' r PROPOSED ' --- _ I OPEN SPACE H a LOT CONCRETESIDEWALK T/o CG-6(TYP) S'SIDESETBACK 1 LOT OPEN SPACE I 1 } 6_ 0.83 ACRES ` ` �`Zo% �� ,`: �. 46 LOT LOT im . I- ( ) Fq 47 P° (0.21 ACRES) \``\\c :'l Y --- -- r rn 48 49..' LOT 4 i. N I � ` BLOCK G 0) PROPOSED SEGMENTED RETAINING WALL S 22 [ Lu 1' r' 1.47 AC PROPOSED WALL MAINTENANCE EASEMENT w/ HANDRAILS - SEE GRADING SHEETS FOR \\ I Z ti y6, / ' ) FINAL WALL HEIGHTS AND DIMENSIONS( TYP) , ` ' . v o �J PROPOSED VAR. WIDTH PROPOSED 2o' ACCESS & -- - - SWM EASEMENT MAINTENANCE EASEMENT_ _ _ PROPOSED SIGHT ---- 21 PROPOSED 38 — 32 _ 3z zl' 18' DISTANCE EASEMENT \ 1 y _ - LOT i SWM FACILITY f \ I _ 2222 �•.I` ----- -_ �� I hhh ` .. •` *�\. • a\I� °I LOT Q- 36 70k�075 k� --- ao' EA SETBACK PROPOSED io'ACCESS & mil\PROPOSED S'ASPHALTPATHWAY22 _-- A7 ¢L MAINTENANCE EASEMENT I 2 NOTE: RETAINING WALLS SHALL -- -SEE ASPHALT DETAIL ON SHEET io. 22 mt( w LOT [ i l REQUIRE BUILDING PERMITS \ N)11 n YED y2 \ I OT LOT OT OT . l i 1 o PROPOSED 6' ; oll 1 16 L PFOPOSEDSEGMENTED RETAINING WALL /' \ LOT 53 _ 52 5 5 PLANTING STRIP \ d r w> ,I LOT LOT w/ HANDRAILS - SEE GRADING SHEETS FOR 40 \ LOT a' S5 5 0D a0 L �\ I °I h Q •'I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 56 °DI TC LIN A - S E S EET 3 1 1 I \\ PI ?7 N • \ LOT 5SPEED LIMIT SIGN 49 l l NO PARKING \I I ILL `1` ^` LOT 58 °° l__ -- -- sIGN(TYP) Y\ Fi6'I -3 l 1 '`y� \* \\ LOT m1II ll °LOT I. \ 59 STREET ( ) Lu22 / \ \ 60 \ ) ONT, _ CK -' -jEF SIGN TYP \ STOP SIGN TYP. L Z _LIMITS OF PUBLIC ROAD R/W I, J • . • , . '� // LL LOT \`' �.\ -�\\ _ `2 _ , of .iP ° r ry� \\ II �tr�• 33' 41' y� z . 61 a ���\\, ROPOSED L ti I C 4` • ` :.` ` .` ,' /' / �� CG-6 (TYP) -- _ 3o, LOYOLA WAY I[ t` • . , • . , �, / ��\ - _ _ \ PROPOSED 30' PRIVAT� I Z `I ` .. ,` ' ` • ,' ' �y / - LOT \ \ ' _,. ) �- _ 51z R PROPOSED STOP BAR (TYP. -i L . ,` ` • / 62 a �(O+-A LInCSTPEE o // �8, \ ti ti _� LOSED 4 'PUB - I 2s� �� STREET EASEMENT E%sr STR ASEME O l PROP - 4 STREETSIGN (TYP) .9 • . a�\ LOT ti - 32` 3z' 6 \ I LOT r 3 (P. ROPOSED 3' DECORATIVE WALL Q • ? 1 I NOTE: WALLS 3' IN HEIGHT OR LESS DO �y ji ✓ 21_ (TYP.) \I T` b 5 [ d { I NOT REQUIRE RETAINING WALL PLANS) 66' II ` STOP SIGN (TYP.) I. LOT I PROPOSED 6' PROPOSED 6' LANDSCAPING PROPOSED1z �L °r 11 PROPOSED ' _Y PLANTING STRIP AND MAINTENANCE EASEMENT E/P E/P 14 6 p �PLA" N�iSTRIP i 3} ' PROPOSED S' o CG-lz (TYP.)( of LOT 66 181 - - _ 95_ CONCRETE SIDEWALK I_ F C F �3 L MIN.) } m I I \, ` / do PROPOSED CG-gB ENTRANCE (TYP.) \ LOT LOT h / /C o66` W LOT 'Y "� ' ° SEE DETAIL, SHEET lo. LOT LOT 82 83 I I t NIf I LOT N LOT NO PARKING \ I '. I j J 64 X 0 81L QSIGN (TYP) _I TIE-IN PROPOSED CG-6 TO EXISTING CURB AT ENTRANCE TO BE DEDICATED TO VDOT . SUBDIVISION PLAT MAINTENANCEEASEMENT� I I I \ I � I I SEE FINAL SITE PLAN FOR DETAIL OF APING IN OPEN SPACE/BUFFER AREAS OF PROPOSED PRIVATE 'EASEMENT I TMP 90-35A1 ANG HOLDINGS, LLC D.B. 1026 P. 715 D.B. 657 P. 234 PLAT I -PROPOSED GUARDRAIL I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING SPEED LIMIT SIGN OPEN SPACE B _,�(0.09 ACRES) I OPOSED WALL MAINTENANCE EASEMENT _SEE SHEET to FOR ROLL-TOP CURB ENTRANCE DETAIL I 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=170' 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 GUARDRAIL _TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING PROPOSED ECG-2 (TYP) SEE SHEET to FOR ROLL-TOP CURB ENTRANCE DETAIL I I GRAPHIC SCALE ( IN FEET ) (POSED 30' PRIVATE 1 inch = 30 f . TMP 90-35 EY EASEMENT DUANE E. AND ROWENA M. D.B. 702 P. 792 NOTE: RETAINING WALLS SHALL D.B. 657 P. 234 PLAT REQUIRE BUILDING PERMITS PROPOSED SEGMENTED RETAINING WALLS .ud I-IANf1RAll C - CFF rDAf)lKlr rHFFT[ FAR Lic. No. 035791 08/24/20 A, ZZ O Q E F Z w g O O H � ? a O JCC �..' Z O < F W a in z .. Lu w w Ln Lu li CC J ' CL a a a J 0 z z a g a a 0 O� O Z In a w � w af z w JJQ � a . Q z Z a 0 Q E g IN IN IN IN IN Lu 0 w O U LJ --- z LULu U) 7itl Am w a v=) JOB NO. 182157 SCALE 1" - 3O, SHEET NO. 4 a 9 Li TH O�Tr ITMP 90-27 / \ p Cl o sso OGER SCOHICKEDANTZ i \ D.B. 1244 P. 46 1 -- - 552 - ;55 = - _ - _ - SCOTT R. U Lic. No. LINS�Z 035791 n �� 0 D. 629 P. 616 PLATI - `^ 548 0� 06/16/20 -560 D. . 530 P. 164 PLAT \ - o �z� Iul • `�° SIONAL C+R CONTRACTOR SHALL RECONSTRUCT I 00 _ �` ` �•� - - - _-_- - - - --- - - - - - - CONCRETE STEPS TO NEIGHBORING PARCEL I I I\ -- - - SIGN--- \ \ ROPOSED NEW THROUGH I C I � � 1- _ - __� i 8'CONCRETE / - 7+Oo - - _ _ - _ _ -_-_- - _ \ �\ LANES AND TURN LANES / i \ � � '�47-� ___ i SIDEWALK \ _ - `SIGNo- \ \ \ _ _ 8+Oo - - - - - \ \ \ - - - \ \� CG_6CURB (TYP.) ,j \ - ss� _ -----SSo ------ 550 548 - _ - ❑ - _ _ / - _ 5 44 _ wTA1LB96o--- 560 - _- ----- 9+00 - -- --- --___-- -` / 98 -__ / —550— — — — — __ --- __ _______ ____ ____— 10+00 - ` -- — SIGHT DISTANkG— Q \ \ _______ f — _ — — 1 \ ❑❑ MAILBOX ---- __ __ m _` 1l++00 � W ' - ----- U U U °- l - -� TMP 90-216 - � � -� - - - -- - ---- 13+00 Ln THE RECTOR AND VISITORS OF THE UNIVERSITY OF VIRGINIA _a � / � \ - - _ \ \ ❑❑❑ ----- ------------\----------------------- a--------------------1 l a \ z z D.B. B XI P. 279 HWPBXI P.75 _ _ _ _ � MAILBOX o ❑ - --- -------------- -- --------W — h zoo'TAPERz as as � � � - - ) - - - - _ —r \ SIGN - / _ _ MAILBOX � ❑ ------�/ MAILB X / _ --- - _ / / / -- / - _ _ J a O O z z z I -- // \ -- —_-- — �- — — o a a -- _ EXISTING EDGE OF PAVEMENT _ -- Q 550 p Z CO L ¢ u Q Of Q iy 0 w 0 w 0 w - E E E ITMP 0-21 E LOT )LEE TM 90-21 D O -- W w in in m m m EDDI AND I MINN E LEE BEST I I I JE RY LEE AND I I LIMITS OF MILL & OVERLAY Lu � cac oac oac LI D.B. 716 P. 243 E ESTATE D BORAH B. BET I I TM D. 3767 P. 332 90-21B I � SEE DETAIL, SHEET 10 a a a D.B. 32 . 367 PLA . D.B. LAT I I ST B) P HEN B. HENR TMP 9 TMP 91-19 I D.B D.B -21F 2816 P. 287 LOT 338 P. 36, 37 LAT )) JULIAN P. BATTEN, JR. D.B. 1717 P. 33 Lu Lu Lu WIL R R. AND SHIFFLETT I \ D.B. 1350 P. 226, 227 PLAT D.B. 1 34 P. 718, 720 T EXTEND CG-6 CURB THROUGH INTERSECTION AND TI-IN WITH EXISTING PAVEMENT v • - .. s�'k \ � L / I \ \ .,. _ s. �� •_ • . ; / ` ' a _. -.. , 4 , -- -- -- -- -- - n - /e 1O - / �" I io8 h y./ /. i PROPOSED / / \ \ / I I 1 \ IN CG-6 CURB \ TO EXISTING CURB - v \ M O O o 00 STREET SIGN, o MATCH EXISTING GRADE \ \ F N EMERGENCY BYPASS 10 _ N :, .PROPOSED / r- ------------- CG-12(TYP.) / _L - / __ �5 _-_ L- -_ -- \ \ I \ \ BEN�}H MARK IS - �IiAf?TTESVILLE GIS - �I v 0 _ _ N o 0 - - - -,--------�_ __ 112 - s v v �II G. ' -I - --- I -- ROUS IR�NE \ Q - 4 -PROPOSED CONCRETE PROPOSED 8' - � - - SIDEWALK �; ,' • v - - TION 105 \ \ v N 3 340 v \ \ v v 4g W 44 STOP SIGN • �� 105 / .` ,' 1 v � 114 2 i38& yr/5 L b - - - _ EL t/A _ON\5? V v v 98 o w; 96 S - - C N ---- --- ~ = Q CG 6 CURB (TYP.); _ - - �� \ \ ��' - CIO M \- V �- + _. 5 00 0 N Z - - - __ x -.. -- i6+oo U.S. RT 2OF HO ') SCOTTSVILLE - _ K © (55-MPH , _-_ S �o ,>_ __�- s�; � \ — - \ \ — — — — \ N -j Z 2oo'TURN LANE �x a H PB.1 PG.354� -- _ - - 1g+oo w \ \ s\° _ I 17+00; - 101 �� --- _ \ \ , _ - \ \ 530- - - - - - - - - _ LL,- � ®� SIGHT DISTANCE= - / / N Z r 2 Q /�R`,•^"^^^�-.»"''�✓ J y - w 1 -66g' - _-� 1z3 ___ -.- \�, - �� - - - 530 N - _ - --- _= J 1oo'TAPER �xz / - ¢ )'TURN LA / - z1 +oo -- _ ---___ _ _ ----- ---\ -�_ - — — O / OSIGN --- --- — — — — —TAPER- - '— -- --- CA / 'MAILBOX\ / -- — — — — — — ------ MAILBOX ----------- \ / — —-- — J o �-------- -MAILBOX_ — — - _ _0 --- 22+po-- N \ - - - - �- - - �o - - / \ -° l - - - ��� 1 l �I - - - - - - / - - - - - - - - J _ _ - PROPOSED NEW THROUGH - - LANESANDTURN LANES - - / -' --- __--- - w - - - - - -520 � O (Ii I LIMITS OF MILL &OVERLAY \ —fi- - _ _ - - LIMITS OF MILL & OVERLAY �- - - - - - - - - - / -�23+oo-�-___ W - I \ / �J J z SEE DETAIL, SHEET 10 \ \ ti / SEE DETAIL, SHEET 10 \ - _ - _ - _ - - _ - op Lu XISTING EDGE OF PAVEMENT ------- W � y J 21 \ \ I - _--_ _ 2 > < \ TMP 90-21 H D QL \ / TMP90-21H DOROTHY �__ -�� // \ 520 _� r� 2 \ ROTHY B. HUNT D.B. �89 P. 68, 71 PLAT 17 \ \ I \ / B. HUNT D.B. 3289 P. 68, 71 PLAT D.B.1717P.31 / \ _ - - - - - - lJ - - —520— -520 — — ___- - _ -�---- _ W H� � \\ / O \ D.B. 1350 P-226�227 PLAT \ D.B. 1350 P. 226, 227 Pl� / l / \ /�----- F I - _ — -L9 ' \ / Lu < \ \ \ GRAPHIC SCALE o OU-il \ \ \ J 0° \ \ I TMP 90-35P W -j O 30 a 5 30 60 20 - _ — — — 530 \ — \ \ BETTY LEE PROPERTIES, LLC � \ I \ \ D.B. 4195 P. 182 0 ( IN FEET) — ' — — 00 - \ �— —_ — — — — — — x ) \ \ \ \ \ \ D.B. 976 P. 474 477 PLAT D.B. 928 P. 237'PLAT U) J1 N 1 inch = 30 ft. _ _ — — Z .....— — —� = _— _ o N / TR SIG ' I -j n S2o \ \ \ S3 J F— ---�=ar —520`— LU LLI \ 12 U V z — — 720 J cjc — — — — —520� \—_�, -- ____ _- - 520 — — — 520= — — — — �$+0O — — SIGNo — �=-5 \ — — — —'�.. � V / _ ___SIGN-— 520—_ =mac ---- - z6+oO V MILBOX ° - o� TMP91-18 / WENDELLW.WOOD -_-- —__ _ -_ D.B. 1727 P. 674, 677 PLAT — — — — — — _ _ — — — — — D.B.1707 P.582 D.B. 1571 P. 245, 246 PLAT — --------_ ---- — �_� '�� _ — — — — — — o a w Ln D.B. 288 P. 347 COMM. OF VA — — _ ' — - _ _ — — — — — _ JOB NO. D.6.279 P.493 PLAT 182157 — SCALE ----- 1=30� SHEET NO. 5 i I PROPOSED VAR. WIDTH ACSA {{' {� / j �' \_PROPOSED SANITARY _ UTILITY EASEMENT (TYP.) SEWER LATERAL (TYP.) - - - I I LOT ;t ��' — I I a — — '� %I l LOT 7865 A LOT / I \� v V ZJ LOT �I / LOT TMP 90-27B l 66 PROPOSED WATER : • �i \ 76 / �; ; ..::...: ; ; . , • . : y — �.— 2 1 STEVEN W. AND BETTY C. JOHNSON I ( SERVICE LATERAL (TYP.) oo / PROPOSED FIRE HYDRANT D.B. 1026 P. 715 ASSEMBLY WITH 8"x6"TEE ' � � � 001 D.B. 629 P. 616 PLAT !I II InT 0 GRAPHIC SCALE 1 inch = 30 ft. NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) ? VERY DENSE VEGETATION PROPOSED ao' ACSA UTILITY EASEMENT (TYP.) TMP 90-35 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT PROPOSED SANITARY SEWER LATERAL (TYP.) ) 8" DIP SEWER Lic. No. 035791 08/24/20 A, z ! Zz o W 18 a I O H LA ca ? a -- 0 J c I ■� z 0 < F W I `■1 Z .. L W I WLU LU BERWYN LAN ME - r• _PRbPOSEDTYPEA PROPOSEDWIDTHFill • • UTILITY EASEMENT (TYP.) 0010 'e •• • ° •• - �• ` • .� `' ®�Ll I'. r TMP 90-27 —PROPOSED VAR. WIDTH ACSAJ — -------- --® 6 ji ■p■ [■ PROPOSEDTYPEA .1BLOW-OFF ASSEMBLY rril NOGER SCHICKEDANTZD.B. 1244 P. 461 N E: MH-2i IS THE END OF THE SPRING HILL VILLAGE ■ •• • t PROPOSED 20'ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS ° •i :• •• •• • • •i •• • • •I ui D.B.1 • • • • ` • • • • • • ±i�i�±�i i i i ±�i�■i�i�■I��i�i±i� _ii�i±i�i±�■�®��±�±.------------ VDH.•UTILITY EASEMENT (Typ.) �—■���®i���i� r_®■��■�®f�■�®■�®i�ril�:iiil�r ® I l Ills! I IIIIII! "' • I _ • . .II , I_r.BENC CHARLOTTESVILLE Gill Aproximate ai:?Vi:!?i� •r:• �•�.•r..••:• :•�:• :•_:• :• :• .• .y :• �• ,• :• �• .:• :• .y .y �. ,• .:• �• :• .:• :• .:• .:•Va Public y ..• :• .• :• .:•-:• :• .:• .:•may-:• :• �•-'•-'• �• .:•-'•-'� -_" \ s ..' / .•.�r,�ii.V r.V •V:i i..V •,Vrr..hr r)n:.?n.de•.Iir)rr. h•. rr i ilu:.A•.Ae•. i.•rar•.Irr i.)ar.?•r.. & 01Alrr:.�rr..dr•..�ii.)rr.,tar,Jn i i i:.A•arr. i. i..der. rr. i...�ii•l•r...1rr ' Service . . ■ u el[�� FRONTAGE OFTHIS PROPERTY ■•NOTE: EXISTING OVERHEAD POWER LINES A STATION I G �f .? yea- r! r!':i�wr�rr� y • r¢? �•li p!17�?l7rdrr!!ir'•�i?�r•.Ai?Vii riilii !1ir'? i�dnrt•r!!ii?Ii{! i! i?l •r llr •�yi.r •�:•�:•-:• ..• :•�.•-.•may : • . . .UNDERGROUND. :. ••- _ •rlr Vii ..r.V.r.V. rVr.V•.Vuii lrr.Vrr Vrri?Vii?Vii!Vii' •: •ASSOCIATED POLES SHALL BE .• •• WE Pole1i1f11YlfIlB11■..1 i�RUMR alwaa .. ,� 0 � I�.JIG11�J - -.._...- o ON U.S. RT 20 (80') SCOTTSVILLE ROAD ( 5 MPH) PROPOSED LOCATION OF HWPB.1 PG.354> ~ � Z---------------------------------------------- UNDERGROUND POWER , 1 oLi MAILBOX OT-6001 11 — — _ — — _ _ _ _ -------- ---------------- ■„� _ 556s0 o� MAILB X — — — NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE D OF THIS PROPERTY SHALL BE REMOVED AND INSTALLE o GIN ❑ �1 11 )HT OHTV 1/J UNDERGROUND. ALL ASSOCIATED_ POLES SHALL BE REMOVED. MAILBOX MAILBOX - - _OHT OHTV - _ OHT OHTV Pole o Phone r INV IN OH — — — -------QH70Hiy_ OHE ------ ��\ MAILBOX 19 LU w IY U) 78tl Am Q J 0 O J Q z LL. LU a J H� 2 z J ' 0 CC o_ a Q I � 0 j J LL > U z g o_ o- o ' Q Q 0 0 o z g In o_ H- w Q x Id Ln CC z W g D Q z Za c? Q L J 0 z z LL z J J w V) JOB NO. 182157 SCALE III _ 301 SHEET NO. 6 T 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 EN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE EMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ITHAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 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 _ _ \ 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. S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. i I I I ' I I I , I I I I I TMP 90-33 I I , , PROF UNI , \ EXISTING 12" DI , , NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. , , , � r / � I I a ISED LOCATION OF Ib � !RGROUND POWER i 0�1.� f y i i i FH iwv I / I I I I � III I I JEANNETTE D. Sfvll I In V D.B. 4254, PG.118 L__j I , I I I /' �j �, i •`i t k� r. .. l/` � , / ` _ ill l LOT I LOT II � I I LOT LOT 29 ,I / •- y �� �� LOT 32 31 30 �I I CONTRACTOR SHALL REPAIR ROADWAY . / / / r 6� y \ 33 I r Q ` ✓\ PROPOSED 6" o°BEND TO NOTE: EXISTING OVERHEAD POWER LINES ALONG / / / `` ��� < , j ✓ LOT \ \ 9 THE FRONTAGE OF THIS PROPERTY SHALL BE I ON�'' r w '� . . , ' . 4 ✓ 34 \ \ III -- �( � II I FIRE HYDRANT ASSEMBLY it I REMOVED AND INSTALLED UNDERGROUND. ALL �� ✓ LOT i I TIE -INTO EXISTING 12" DI WATERLINE ' \ ASSOCIATED POLES SHALL BE REMOVED. rjr A'�` cC ' i �.` WITH PROPOSED 12"x8" T.S. & V. 1^ PR/POSED LOCATION OF / S� PJON i i i' LOT35 I UNDERGROUND POWER / I^ i / i' PROPOSED VAR. WIDTH ACSA / / UTILITY TYP.)\ Imo/ ,` `/ 3 LITY EASEMENT r �i EXISTING 12" DI WATERLINE /' r — % LOT — ARpFN p \ I / I=- — — _ _ _ - _ - \ 37 PROPOSED LOT 6" CL. ✓ — _ _ _ — R/VE \ e` / \ \ 5D.I. WATER 2 — — — — r LINE ✓ 3 LOT LOT LOT BENDLOT k { \ _ y \ r �4 / PROPOSED 8 22.5°. \ \ ✓ �. x5 �I 41 39 , I I 4O I I I I \ \ .�,. �, \ PROPOSED FIRE HYDRANT it NOTE: SANITARY SEWER MANHOLES WITHIN THE �F. • �+ OF 8" CL. ✓ { yt . , >. ` MH-15 r/ ASSEMBLY WITH 8'x6"TEE. ,` ' • ROADWAYS MUST BE INSTALLED WITH THE 52 D.I. WATERLINE MANHOLE TOPS FLUSH WITH THE PROPOSED ' - E t - -- - I i HI w_ r `�� t,` ` I iI TOP OF FINISHED ASPHALT (TYP. '' •�i ' ��. ' 10 , ff. SANITARY SEWER (TYP.) PROPOSED FIRE HYDRANT_ T III i LOT t—•_ 3 \ ASSEMBLY WITH 8"x6" TEE114, 25 L i I 43 MH 1 i - �._ q PROPOSED WATER {' ./ '. i — �`, ��� „`•. SERVICE LATERAL(` LOT I 1- I r / LOT 44 I I y / PROPOSED SANITARY ' \ LOT SEWER I \ I j I PROPOSED 8"x6" TEE .\: z LOT I 45 / I (1) - 8" G.V., (1) - 6" G.V. LOT 46 LOT LOT LOT \' - ----- ------ 47 �\*�, f ` / VI `)` •� 48 49 i oo LOT // `� \�� ' • .I .I PROPOSED AR:WIDTH 22 L I -I- I 'PRIVATE UTILITY EASEMENT _ i LOT -- --- - 21 FI T. - — — -- -- — — --- ---- ----- I ` f• I , ,` f y, .., . ; :. ; . '. .l � • ,4 _ . k ;� ��*; LOT I .I � I _ — — — — — ---1 I t ` `k ` ` .' ,' PROPOSED io' PRIVATE p �I _ II (` Ik I� � . � — — — `j`• .. `-.;" ,__\� �—/ =r s ---- _ _ —_ _ _- --- i k ` ` UTILITY EASEMENT LOT 19 LOT I II, LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 O / .` ,° ' LOT 55 L5 ` OT LOT $H I i LOT 57 ' 4 II Ir LOT 5 1 I ram./1' It J. � 17 L �,', �,I I, I � , I -' I I • .y` PROPOSED VAR. WIDTH ACSA,MH-z6 , - a t LOT' _ UTILITY EASEMENT(TYPJ" 16 II LOT - - - 61 \ MH-25 ' _ y PROPOSED 8"x8" TEE LOT \ ✓ \ Y 15 s i6 ° (2) a" G.v. - \ 62 L °YOB-p` W _ - - _ o - _ x6 0 17+00 PROPOSED FIRE HYDRANT ✓ \' { y[�k0 �,�.—' -ASSEMBLY WITH 8"x6" TEE, - I _ LOT 63 J l ✓ - 1 PROPOSED 8" CL. / _ _ �\ I 0! LOT 2 D.I. WATERLINE y" / — \ PROPOSED WATER I I LOT r i.PROPOSED8'-'IN-LINE G.V. \\ -- SERVICE LATERAL(TYP.) i I 14 L } / \ a ✓ /PROPOSED _ ._ v , ' PROPOSED FIRE HYDRANT I I I LOT ASSEMBLY WITH 8"x6" TEE I 13 w I \ \ II II LOT LOT I ' I 1 � LOT I J I LOT 1 LOT I I£ 0 LOT �\�) 80 81 82 83 I �� 12 L Q j I PROPOSED SANITARY 79 \T- S16 `40'02"W 119.33'(6e line) 1z ANG HPLDINGS,�C D.B. 026 P.71 D.B. 65 P. 234 PUNT PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 2o' ACSA UTILITY EASEMENT (TYP.) ) 8" DIP SEWER NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) aI Il �---�----�--�-GRAPHIC -� LE ------ ( IN FEET ) I inch = 30 ft. Lic. No. 035791 08/24/20 A, Z0 a E z ' w ! o i 0 En j a i 0 J c I H Z 0 < F w ; a `° z o w i Lu cc Lu Ice 19 r co ® co m CV M i w L9 J W Lu H I n D C. Zw U) Am J ' 0 CL d d Q J 0 In z a g ¢ a 0 0 o z g In a w � w ¢ x I Of � z ' w a z z a L J 0 z LL Q I-' D 0 w V) JOB NO. 182157 SCALE III _ 301 SHEET NO. 7 - - - - -- - // /Ii i /- / - _/ - i,>/� J /// // // // / /-/ / /i / - -- / _- -- -- -'. j .` I ._`. '., "T •F'f .1.-II,` 1 I1 .ii)I1r , .- _PRO° - _ -5 - - ` - 57,6 w�5s\z , �'_ _- YD1 3 O \ YD13B\ \ s8s8�8.5. 9L0YOF5D, 8FL18E36-.C8o j -'SaL.-9 OBs°gST-oM5-.89T3-_, r\F,s8F51E9.6z1581-3_3�B5S3/Mi\0T-0--y� , 8.�v T 5�5g\- 67m_ II ir\ . 59SzI .o-�I4 - �iIi I/AT- C1 __H.15- 5°xI „ -- LOT 5 857\4.ooB\W 86.00TW 3 Io.00sw� LOTS4 FFEPROPOSED VAR. WIDTE FE9z FF PROPOSED SWM ACCESS DRAINAGE EASEMENS92.00 591.FF/E= IT,,/ &FACILITY EASEMENT• POSED VAR. WIDTH PRIVAa / z.6 BSMT= BSM5s400 LOT 51 -5933 SM584DRAINAGE EASEMENFFE= 3FF 3BS -79 50.rT= 582.16 581.4.3/PROPOS\ \ \E\ D\ \ 2\ o\\ \ \ P\\ R�\ \ V\ I A\\\T\ \ \E \\ \ \1\ \\ \ \ \ \\ \ \\ \\ \ 1\\ _ 1111 SyOLICOTN2H4A/L 0�03Et51�GL7lI T9�Nf 1CSv 4 Z LOTloo° 9s1516 s-57DRAINAGE EASEMENTTwSaa592.83 /BSMT= so /FF5g1.558317I 8 572.00 - - BSMT- 566.00BY/ 581 / o.00TW 6.87 57z�58574.00BW ~ cwzw� \ \ \ \ \ \ 1 Z / - PROPOSED 10' PRIVATE // YD13A - BSMT= s81.00 / / \ \ \ \ z > � / DRAINAGE EASEMENT 7w5a4fff ' , - LOT 63 q \ \579.00 p6� 58067,\ N r .s z73 ; 8 6aorc / \ \ \ \ \ \ \ \ \ - - w f - y -58i 68 I` �: :�C s-. "; - \ \ \ 1 to PROPOSED W (MAX. HEIGHT-6' 577.00 50' `r> ~ -5 139 15+00 16 Q -- - \ 0\. PROPOSED VAR. WIDTH PRIVATE 5 o gs� - - - \ 1 00 \ o \ _ / 15 1 - - ^ I -1 - EL -)- \ PROPOSED WALLS \ \ \ \ \ o DRAINAGE EASEMENT r 7g o /. .rf _ - - �4= -�-J I i PROPOSED STORM j / 1i \ (MAX.HEIGHT\6') - - - FFE= YD13. ' OYO, PAy ., 6 B „ 57433 n / ik ) + / - _ 6 t� � 1 � / I 4 566.00TW \ \ \ \ _ _ � n� d I 7 �1 56o.00BW-__ � -T-- a o _D f , / ! ' s - LOT 62 r. / 14 / �- ¢ o �w ao . , � 0-33 LOT 6 / s7 79 57s 1z m m m / / PROPOSED 8"YARD N 3 - - I Sg-r' \ sso os: 1� 5744.00TW \ \ \ \ H H H y / - SYSTEM �� - -- - s74.00 f575 so `: /_.. .: - 5 �9:_ - \s \ \\ \ \ �� w w w a LL / I. / . __ r\ c 517367 /057314 cn DRAIN SYS - YD12 FFE= / ;. 0 94 / - - - a 79:00-' ✓ 574•00 LOT \ \ \ \ - - - - o z s 571.67 * _ �: sa100 / I \ \ \ \ - 570 c� c� c� a a FE= / i.o1 Ln I v \ \ �/�0 0 o Q Q a / - PROPOSED 10' PRIVATE / / v v�� sna3 / , ✓ - s� ? j v I / 5 1.67 s7 Ir v A - V I z o 0 0 oC - 568.67 - i 57940� 1 I / I - 572.00 .LOT r-I V A \ V �� Z w > > > O DRAINAGE EA/SEMENT ���_ v _ // . - _ v PROPOSED zo' PUBLIC, 5/0 4 3 \ V - 0 s 573:5jfjoflN v 5 9 -- �. , v�� r �� v DRAINAGE EASEMENT I / i I / S7o 557.00Bw Shp \ A v _ - -' v a 0 z 57o:5oB I � _ _ .A ` • \c.� /, � �_:. 93 x 6.68` w i I j /, / FE- 6g 6 �5 .o � . V A Q Z Z Z g F i. - \ \_ i V m d w t - - ---- --- YD1zA------- •„ -- 6 _ _ I 57 LOT 1 _ o'0 7o.7s o / PROPOSEDSTORM s.6 / 579 7 �' �.A LOT81.. L5' LOT83 -..z _ I ' o 0.00 : 57o.00TW - - PROPOSED ' DECORATIVE WALL I y s7 s 570.33 < h xo _ / L QT 8o FFE= 580.00 - / / l 564_ooew - -\ - - \ - - - - - - - - - - - - - � � - w Q o 0 0 < i 3 3 I cp - ti� SEWER SYSTEM 4 FFE- 81. BSMT= FFE I T �� - - o 5 33 570.37 57933 / I LO 3" 63 \ y60 o w w w p to 0 (NOTE: WALLS3'INHEIGHTORLESSDO l 06 / / LOT FFE=8z.00 / W I VI s / - 567.67 : 5 6.g1'I \ / Z .Q+ a K K K Z 's v s7a s67 79 \ 5 85MT= 571So BSMT= 5695° I FFE= A REQUIRE RETAINING WALL PLANS)' I r .FFE= >A �l" • � _ y � \� BSMT- 2.16 - tE}T8� - - � d � O F ¢ ¢ ¢ w o '� 568.o0 JI q A V A \ / / i'------- In z E E E m / / o 570.jj II S)° /� FFE= 580.00 PROPOSED VAR. WIDTH PRIVATE / / / z A A \ / / .. w w w w / _ r /. i 57000 i;. �S / r > to m m m H C7 c - - - 71:51, I LOT 64 - - I� I : _ gz 8 BSMT- 570.17 _ -- A \ / / / Li j a z o / - - - - �� / 7 / - DRAINAGE EASEMENT - YD1 D LOT 1� / / w Q Q Q z a o 5 5 / ----- s 5 - , 91 5i 49 57500 / / PROPOSEDYARD DRAIN SYSTE FFE= V A / / / / U) a 2 FFE= 8/ 0 s65 67 s 4 s1' cu y LOT 65 % BSMT= 0 1 YD15B ' PROPOSED WALL (MAX. HEIGHT=6') - �1 I 11 // ,i: 566.0o k3 \ / o 0 o a o 0 - - / - ' ,,t 5 7 Ir - c -- - / / PROPOSED WALL \ VER�DENSFfVEGETAT4oN y50 - - - - - w w w z z o PROPOSED io' WALL MAINTENANCE EASEMENT` 68.00, . /I z° % s / - - FFE= 5 „ -� i , x "PROPOSED VAR. WIDTH PRIVATE �' - - -� f 3 x i y ' Sao Y�i1 E - - - 68 - ----- ------ MAINTENANCE EASEMENT / LL g / // /---- //-- ��- - N 919fi s6r , / _ _- - __ -- / / / / o � s6, 568.33, r / � „ 57z33 DRAINAGE EASEMENT/ YD15A 5 - -5 I / i / / $� III �I \ \ � / / / /' w w w ¢ a \ < ✓. / d ` • -� 5666 ' S66:°o 564.00 - I ____.____--____- \ - - / / ti o g9' 5-33 56 .soTW I cP f f / /. BSMT �565.50 68 -_ 6o.00BW 56z.00BW • / 11 I f / / ,0 -s6�.5°ew ' S 56oaw / L ao \ T P 90-3 5 gp 76 I 566.00rw g ------ YD A -- FFE= T �I A D(4ANE E. AND �N M. SNOW w c /04`77 N 4 �\ $6056033 i. -T \ \ D.B. T02 Fj. r2 / / / NOTE: CONTRACTOR TO INSTALL PRIVATE 8' 66 0o i \ ! FFE= 2.6 / �_ - _ s61.o 552.00TW \ \ a DRAIN LINE FOR ROOF & FOUNDATION DRAINS FFE= 5 3 / Y - y' L I -I- / s / 1 57 7 / i I 9 551.00aw \ \ D.B.)65j P/23/4 PLAT / / 1°. %se � BSMT- 56z.83 5 % WITH 1o' PRIVATE DRAINAGE EASEMENT -56633 \ i 6o.00Bw --' i - T `I i 56o.00TIN TMP�O-27B / / i i YD16F I - " - { ' / ` , y' 8 `-- - 7 / FFE= / 95 8 6 Ss 1 554 ooBW NOTE: CONTRACTOR TO INSTALL PRIVATE 8" STEVEN WAND BETTY / /' 566'6676W LOT 66 � I o � r YD15E / 10 � \ RAIN LINE FOR ROOF & FOUNDATION DRAINS / / / s 3 7 / / \ S64• i ` / ,�' „' _ _. ._ _ YD4 559.0 L 6 \ D.B. 1026 P. 15 / / OLS i 51 .6 ry " 8. l` '•' ✓ ' _ - - - -•- WITH 10' PRIVATE DRAINAGE EASEMENT 55 D.B. 629 P. 6�16 PLAT / / ' - \ / i - . s• .,...: / �, LOB i\ 88 _ _ 5L - :..:.✓, t..,.. n .PROPOSED 20' PUBLIC- / y.. , -' . ` ` I I I I 557.00 � 3 II \ -PROPOSED io' PRIVATE I - \ o. r f DRAINAGE EASEMENT r S6z \ k.,, k, % I I e \ / / / / / / ' / / / / / / / /5s 66yz..000BW !! I _'_�--\ -y - \-I- - 1 {• ' 4 irV _ -.� - `_ � _I }_ - _ __ - �SS6, � I I f r / 7 3 TW z II556.00DRAINAGE EASEMENoFF550.00BW Ss4 ss4o $SSS-oc k / L T6 \ III \ FFE= 561./00 FFE= -jL52 -6�k 5II552.00rW / 54a.00aw LOT 560 67 BSMT= 551.17 YD1oA � FFE=PROPOSED SWM ACCESS & w \ \ \ FACILITY EASEMENT ; rr • . Sgo : z -\ ----- SSo \ 60.00 - 1 1 \_ / / 559 7 - / /:z� i ." jl / r ---- \ -- - 54s 001w\ _ g1 f LOT t� _ 1' \• . \• : / -- 6b of � � � . ` • \ � ". \ . .\ 4 `. [ /� I I ✓ _. ° 547.00BW 559 33 FFE= 559.67 J FFE= 5 � \° . \• \ -. �. ( G :' 1:` /i L T I BSMT=549.83! „ .I \ . ; \ \ w / 549.00 s4E 67 � sa737' \ _ II 1 6111 S NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / / I 559.00� ;7• , . qr, i/ �r I\ III I 559 33 --r �r o \I ••. I • / � + DRAIN LINE FOR ROOF &FOUNDATION DRAINS .. ` ' • . ` ` � ` ` , ,`rlf l I .' I L 9 _ I. / - _ 546.67 545 4 \" LOT 6 - - o . �0 4 ` ` ' \ . ' k ` ` 4 ` r� I f PROPOSED 10' PRIVATE 1 FFE= T � � / YD16D1 ! ss7 \ I.k it 55 _. ss 3�� 55a oo LOT 73 / DRO NAG PROPOSED \` \ / / DRAINAGE EASEMENT 547.00 a I FFE= 55833 PROPOSED VAR. WITTH PUBLIC ­ I T 3 r 59 rn.. PROPOSED 20' PRIVATE _ / / I I LOT BSMT= 8. o o DRAINAGE EASEMENT \ 5asa3 5 9 ss.67 l 54 5 L_ DRAINAGE EASEMENT of - 545.67 / FFE= - I I + -0II / - / PROPOSED io' PRIVATE L it I - / � / 558.00 � � � � . ' � •� � h l /, g °w° I ) r / LOT z + / 55° ' ENT-./ / .' 80 w 8A �� FFE= 544.00 5' 4 I / l / DRAM EASEM , LOT 72 - N i/ 54433 bS / - - 3: FFE= oo I i (- YD3 L 7 � 557 YDio PROPOSED 20' PRIVATE \ / BSMT=547.17 I z " LOT o ° 4 i i Il.. DRAINAGE EASEMENT \ \ B r 8.8 /0 / l FFE= �ssa 9 b - - - _ �I 546.00 YDz 7 \ . FFE= 8A' 7 557.00 - Imo:. 54 \ 'g - 54z 67 5410 $. _ �\ 557.33 964¢ I I T IC✓ s / - \ YD 1A \I / \554 - 76 ---- I \ L _ - � - •.----� __' ..\... t 54 57 + I PROPOSED 20' PUBLIC ` ` •I . � � I - - �- - - __ _ � DRAINAGE EASEMENT WY / `x` ✓ _ - - - - _ERLANE / Q, m _ � -:.=�i s � ;s.� .11ik-.�2, _, e� _ -_ -: tr}l, ,�,_. o !. • % ` j I� ` ,' - -� - _ � - • TMP 90 27PROPOSE 5 \ LOT 1A / (` ` - - �'� = h h �" - - 1 "-" _ r . - -. -PROPOSED 20'PRIVATE ..777-717- I \ ROGER SC ICKEDANTZ / ;' ` I/.IY'y` - - - SEWER SYSTEM �' fi'i / .) - .• ., .• .. _ .. .. ,, . . _ 1., I ' DRAINAGE EASEMENT. • / \ D.B. 1214 P. 461 �_ * .� T. .,. '- -�° z .: _ - -- `- - - -- -- - -- - - D.B. 629 PI I l . 4 55 1:. 5 1. 555.7s 55553 55490 5541 SSz.go1, 5183 So.10 49 3 5479z.._ 4 7.:: __ 54437 4337.54z 47 41 1 54o.g 54a.z $ x / I. 616 PLAT i ` n i 5 u 1 D.B. 530 P 164 PLAT I i . I 56.z5: 55559 51.848.1 '. 44J5 4z75 \ \ \ I . I •I. 11 p 56.25 556.z5 5492 ,> Y i5o 54950 4 460 4409..; 41 o9 \ \ • 74 J L A L_ J I- - J L b \ \ \ \ I \ LJ� - L-� 1 LJ L� 1 I-J L�J L LJ L \ / -� 56B / .. I LOT ---1Z------f----� --� ------------ - \ LOT 84 LOT $s LOT 86 LOT 87 LOT 88 LOT 89 LOT go LOT 91 LOT LOT 93 LOT 94 tflT-g5_ LOTg6 LOT 97 ` LOT g9 LOT 100 54o w. y / 2 T i / 7 I 7 I � 538BW \ \ m - = FFE= - I / I \ \ \ I ..FFE= FFE= FFE= FFE= FFE= FFE= -r -FFE= FFE= FFE= I ., 1 FFE= z FFE- FFE_ I FFE= FFE= _ -FFE= \ \ I 556 58 556.s8 556s8 556.s8 555 9z SSS z5 I 553 17 1.8 55°'s° 8 548.50 li I ,` I li 546.42 545_o8 544 4 543.08 z- z 541J5 \ PROPOSED 20' PUBLIC \ / 55 3 549 3 - - - - 54 4 / DRAINAGE EASEMENT ! 7„ Is�esr \ s I I^ - --I- \ 556.o j� 556.0 556.o X 5554z s5475X 55z67X 551333�.1Smoa. 4933X 548.00k 5459z.X.. 5445 X439z 4�5 X 5419z 541 z5 k...f 5466W Q /r l QIVCI 1 - 554_-.. - ..-'.' . - -- 48.50.,-,. .8 47So 1 `y.. L^ z.o S41.o8 - 5399z _ -_ / `?� - I �.,. / / / / i .� / / \ SSO \ 7 552 51.Gz 551.4z 51 G2. 5133 50,67 49, 49a7 ; 548.83 54847 3 • , "_ _ 54z gz e . 54 4� 53_�5 53 6W I� / L f / / % - � j � Os'�^ \. / VDH YD 6B 551.4z Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro�ided (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-7B - YD-7A 8 3.50 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E-YD-7D 8 3.50 9.7 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-8B 8 3.50 9.7 10 YD-86 - 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 - YD-13J 8 6.75 16.0 16 YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C - YD-13B 8 3.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 3.50 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 a, M o IN 0 N O 0 N O 0 N O 0 N O ti ZM ® M CD N M z Q O W CY) N Q .■. �NQ 1 ■1�1 Q > O z L.L.I Q J J � Q LU LU F LL. z -_ Q . U Q `J (r'>! Q U Q °Z W Y J lJ LLI ,� z Q J1 Q W I Z N� - U z SL31 k 551 zB JE : 5513o.3b: • 51.16 X. .. 55 5 >(- -5 _ ,. :54 41 54 .00. .. 547 51 47.02 I o yz 51 , 41. g 41.0 'S4o 44 .539 5 53s o .08 .� 4a.aix .. .x ,•• x..x`'sabs' k xo X k s / PROPOSED WALL (MAX. HEIGHT=3' 543 58- --- " BENCH MARK IS \ i NOTE: CONTRACTOR TO INSTALL PRIVATE 8" �' t• I w / w' W -__548 CHARLOTTESVILLE GI I Aproximdte . 1 '-, RAIN LINE FOR ROOF &FOUNDATION DRAINS 2A Va Public Servipe Esmt. ! �. 554Yw1: ' i YD16 PROPOSED SWM ACCESS & o WITH 1o' PRIVATE DRAINAGE EASEMENT , - + I / / / / L ` ' �'�'�, \RO - D.B.221 P/305 Tvl iswl FA,CILITY_EASEMENT PROPOSEDSWMACCESS& _ �t - --- ------ �----------- ---------- - I - �'�•�,� / Pol _ 1\ i � ''::: :::::[\ i . , -" -- FACILITY EASEMENT 106 _z ATIEN OI5 E `- _ _ - � - - - - - - - / - - - /t� ��882993.340 C� SHE OHTV E --547 --1-- - - - - - - - - - - - - - - - - -- - - / PROPOSED DRY SWAL ------ r - - - --- I ----' YD16A \ i / r i N 2 83 00 - - - - i of - 55 - o g 4 --- --- --- - --�of . ---- -- -- �_r _ Elec.&Phone N I tLEV I6�5�27.7± - - - - - - - - - - - - - - rra 55 54 5 /' Pole - -- -- ------------- ---- 00 I \ \ \ / N ••a 1 • ----- - - 11 - `60 _ - - - - ---- ---- -- _ _ _ _ _ _ - - - '--------- - - - PROPOSED UNDERGROUND STORMWATER : MANAGEMENT DETENTION FACILITY f _ __- - - - - g-- 0 103 1 - -- -- --- ------ _ o - 104 z--- - - - -- - - ----------------- ga RT 20 80) SCOTTSUI L R D 55 Lu - - 0 w ce _ �'1-----__ \ H�PB.1 PG.354; ----- J. B NO. / ho----------------------------- o s ❑ \ h / r------------- / _ + 1-BAPHIC SCALE ? 182157 ------- MAILBOX OT-6001 A / ❑ / / / / / / / //� ... __. -✓ / / -r-------------- 30 0 ,s 30 fio - zn _ -_ SCALE ---- 556.50 / o� / MAILB X' \ - _ _ - -_- - c -- r-- - - � / - T-9 _ _ _ °N \ -- / O fv1AILBOX\ ` / )HT OHN �� l _ - � - - - - - - H Fil _ _OHT OHN \ OHT OHTV \ � \ \ Pole�l Phone / / - - - - - - - - - me - �o - - -_ _ - _ 8 _ _ / - INV IN \ o - - - - - - - - \9.1 / z MAILBOX I incE ft - �_ � Ile 'GRAPHIC'SCAL \�' 42 / / /' / /� 00/ 30 i - 0 15 / 30 6Y \ i ' / ' 120 /� inch = 30 ft. ___/'./--/ - - q630 PROPOSED 10 PRIVATE 41 _ r DRAINAGE EASEMENT 62.�sZ6 1 O\AerN 1P / --''/ Sl / / -624 624 PROPOSED WALL (MAX. HEIGHT 6'), 622 / - 628BW 6g,N 6zo .i 4p /ONis ; r 1r4 \ // � / _..// ._-' /i i - // �iir YD813 - -\ ° i 6z4BW ----II 4 - _// / i . o ------ I ----- it /�E_ - - - - - _ / / .i - / / - FFE= FFE= T�P gO � / / / / / / / / J OPOSED YARD DRAIN SYSTEM i _ � ` 5 FFE= 6z2.84 I \' 6 \ - - - - /I/ / I JEANNETTE D. S ITH / / / / / / A / j - �. I 1 FFE= 5 - 65MT= 6zz.17 z6Tw / I / / / / / �� 1 5 � 6z1. 1 I SMT= I -'I D.B. 4254-PG_.118 / / / / / /j 6� i / / i- 4 SMT- BSMT= 613.00 -099- PROPOSED io' PRIVATE/ N / '� 611.67 61z. 3 / �9' BSMT DRAINAGE EASEMENT / 62� 9 / 6�9 Do-' 611.E 611.67 L 2Y 1 PROPOSED WALL 7 LOT31I 6zz67 33 32 1611 biz o0 fizz 33 \ MAINTENANCE EASEMENT ' 33 I I FE= SMT 33 84 611.67 ` a - - 6w \I\\\\\\\\ \\ �•_ - / �. 6z7so 1 OT 620� 6a \ \ 1 - 069 _ - - Ob / �i / / SMT-' LOT 6zo z - zo 85 zz.z \ _ 3 - - - - - _ - - - - - - _ ` 9 / r / / �, / /'/ - - - FFE= as 33 1 \ \ \ I I \ 611.E o6`- -620.84 10670 �• %,.. I� r= rl 2- - - - - ` �\ �/ / ./ /.. z�z5.00 - E (11.00 , . II 11W I IIW �y � � \ \ �•-' i� i\r i • �,. ', / 9 3 - -6 �A 620.$!} i i � o .46 •-61035EP \ \ I p - - ,i / / ' --- - 630 4- -- - -j?o BSMT= 10 67 / - 2+�,= _ aM -z+5�i \III \ \ 1 \ / / ' ' - - - - - _ I FFE= 611.00 !� o9.z6 i 4$ I �k \ 1 1 I \ \\\ TMP 90-35A1 �6zo.84 LO � � � ''" ° II` 11 \\\ \\ --- --- -- ti° BSMT-10 6T / �� �, I \ \ \AN HOL PROPOSED VAR. WIDTH PUBLIC FFE= FFE= \FFE= FFE= .J d 611.Q� ®of Ao9: / k - \\ \ \\ \D. . 1026 P. 715 \ \ \\ / ,. / / ✓ / DRAINAGE EASEMENT 631.37 �625.84 G1o.67 = \ \ \\\ \\ \ �. 234 PLAT D 67 P. T .8 6z8. o i �O a 33 4 5 / i / \ \ I ti � SMT MT- `I /\, / / PROPOSED VAR. WIDTH PUBLIC �" 62BSMT- � - I SMT=� ,LO /9 0l�5 � \. !/ 608 " I \ \ \\ \ \\ \\\ \ 34 / YI 624.00-i 3 618.67 _ I\ - w \ III \ \ \ \\ \ \\ \\ \ DRAINAGE EASEMENT � � I 8 621. 616 00 � a ,. � /� 47 - �. •. \ ./ /. I I � L 11 I 1 39 I I N •• o§'z -y� / I•I YDg � w I \ /. \ sl `�.. / • /I bz367 621.0o 18.33 j / t FFE- LOT6O$oo <�o$. ! w III \ \\\ \\ \\\ II / w J J 1 � \\ \ \\ \ � o \\ / o i,. � ,. / 1 ,. -- �i \ may) /, s � it 'I i .• I FFE= O 607.00 06 0 � � I 606:0o W\\ \ \\ \\ L � I P iaaoo \ `OPOSED 20 PRIVAT0 66 \ FFE= 395PROPOSED \ II \ 1 I\\ \\\\ SEWER SYSTEM a � I I sz�6 I \ 1 I � r I I / L I I 1 I - i - - g I 'R C ° II LOT 1) / g3034 _, S` y; FFE 603 • � - '•' . NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 60333 s %I \ I I PROPOSED WALL DRAIN LINE FOR ROOF &FOUNDATION DRAINS {KI MAINTENANCE EASEMENT i 6zg.00 WITH 1o' PRIVATE DRAINAGE EASEMENT _ 4 . �.\ .. �, i / { I FFE= i 60100 5�9. °pr. \ \ \ \\ \ \ \\ \ \ LOT 44 J 600 \ o \ \ �j� �11�� - -� \�"" . •�E��:. �. \ .�" / < . • I 601.33 LOT'2 I 7 x 4 5. 98 59z.00TVJ\ -- - - - - -- 6z1.5o FFE i szssg / 30B S f C L ( \ s�o.00aw \\\\\\\\\\\\\\\ 630.67 i PROPOSED 10' PRIVATE 6i z 9z bzo.z 617.5g y ( °\ \ _ �; >\ ° / / `4 - L z3 \600.00Bw\ \ \\\ \\ \\ \\ \\ ' \ ' L9T45 YD1 N s L / \ i C. III 5�4. \\ \ \\\ \ \ \ BSMT= 3 / ` DRAINAGE EASEMENT / \ >,. FFE= 599 0o s9747 \ \\\ \ \ \ 620.83 FFE- LQT46 / / / I \ \` o \ \\ \\\\\ \\ \ - I - - L6T/ LO`f $ LOT 49 629-337 _ -BSMT=- /-/ 4 I FFE= FFE= _ NOTE: CONTRACTOR TO INSTALL PRIVATE 8" \ I r 62 z _ 5�9 FFE= - •� \ .`,•/ /` - - - - I r \ \\ \ \\\\ \ \\\ \\ _ 623.25 DRAIN LINE FOR ROOF & FOUNDATION DRAINS 619.50 ; 6zo BSMT- I. BSMT= 20.5 68 o�+ p 1 + \ \ \\ SWMFACILITY& \ 616.08 BSMT I 6 c \ kO 22 6 \ \ \ \\\\\\ / PROPOSED 10' PRIVATE + 613.41 pO�SMT % z1 Y FFE= I \ \ \ \ \ \ \ \ ACCESSEASEMENT_ ��/ / s9aoo s93ea 1 \ \ \\\ \ _ - - / DRAINAGE EASEMENT 6 \ 74 / o _ - - z i I I PROPOSED 16' PRIVATE 610. I 608.08 1 I PROPOSED 1o'PRIVATE I I \ \ \ \ / 9 \ / ` ' DRAINAGE EASEMENT ROPOSED WALL MAINTENANCE EASEMENT 6° , DRAINAGE EASEMENT PROPOSED DRY SWALE - - -4 k 0 r 614 I - - - 1 S, U i V- 1 \ i 08 YD14 w / PROPOSED WALL (MAX. HEIGHT=6' h94 • LOT �i \ \ -D ' I _`� •� YD73K / \ �t v FFE= 5 zo0 591z y I\ Ir1 \ \ \ _ - w Y131 592.33 9 \I \ \ \ \ Y)13L 3, I \ \ \ \ YD13M ,_ � I 606 -TW b04 y - / 59 9 I r \58z.00TW \ - - PROPOSED VAR. �\ / a I 59E 33 LOT o o y 5 9 z 1 \ \ w a ' YD1 H \ - 3 WIDTH PUBLIC / o r "I 578.00BW \ \ \ I I L� PROPOSED VAR. WIDTH PRIVATE °2 - - - YD1 F YD1 G \ -DRAINAGE EASEMENT ' - I` \ 590.00 \ \ \ DRAINAGE EASEMENT- - - - - o - - YD13E. - 3 3 - 59z9\ LOT say.00aw \ \ \ \ \ YD13D 596- 590.33 -� ss9 gol' `�\ X 1 � �� \\ \\ 2a,'. I FFE= _ - _ PROPOSED YARD DRAIN SYSTEM - - ' !--- - - I YD13P I 606 -- - - ... 57800 - - ATCkiC(N EE-SH $ Ol 5 V /\7 I 1 \ ` \ \ \ \ \ 2- _ � � II\ - E 7 I - - i 1 •• I /FFE= OT18- _ \ S 33 \ LOT- \ COTE iOT 51 F E 50 r\ I I I I u r 1 86. 586.00 - 6 ss4 76 ' 14-I III: 59o.00BW� \ \ \ \ \ \ \ \ \ I - -- .JJ. / i L / - -� 58$ Ssg.00 PROPOSED VAR. WIDTH PRIVATE T 592 FFE-4 FFE= FFE PROPOSED SWM ACCESS DRAINAGE EASEMENT 2.00 59133 590.67 590.0o LbT \ \ / PROPOSED VAR. WIDTH PRIVATE s .on - FFE= / 592.67 \ 59 BSMT- I BSMT- BSMT- 1 I " FFE= & FACILITY EASEMENT - - DRAINAGE EASEMENT S8� ,, LOT 51 FFE= � 59333 BSMT- I BSMT= II - I � /; /58433 6 v PROPOSED zo' PRIVATE \ \ \ FFE= / 82.16 I 58i.49 1 580.83 580.16 /I 17 593.50 \ r - BSMT= 1 582.8 5 p / L /` 8 . o I 3 I s61.63 \ 5az.z6 DRAINAGE EASEMENT BSMT= 5 \ 5 ir- 8z. X I--- � -� __s8oso 379.83 t 1 Y � // gg `�• �' I / - LAT L�6 \ \ \ ` \ \ 583.67 5 583.17 II >c I 5 m ��E- 5szsa sso.z3ll \ \ \ s7z.oiW BSMT6.00BW 816 7IooTW BSMT 5_aa.33 57.00ews PROPOSED 1o'PRIVATE YD13A \ \\ \ \ I \\ \ \ \\ \ \ \\ \ \ / DRAINAGE EASEMENT Tw s - \ ao.ai' N 173 i .. �a / r 76sorc \ \ \ \ \ \ \ LOT61 FEE= \579.0057as� b65 5 - ,r 6 / PROPOSED WALLS (MAX. HEIGHT 6) . � 577.00 _ '<\ \\;-' r / 0.6„ :. ,` >, \ 15 ,go � 1(i+oo 16 s Qy-1 ,•� -- � o \� 1 0 \ 9 / PROPOSED VAR. WIDTH PRIVATET 5 5� �- - PROPOSED WALLS \ \ / / c DRAINAGE EASEMENT r 7g o' w / ^ _ 5 \ = -^ 166 ^` 1 1`� ®r / �RROPOSED STORM 1 (MAX. HEIGHT=6') \ FFE= / . R �s7 79 -57a.1z s.°• �y.SsEW-E/RSYSTEM �6 7 \ \ \� \\ 5743566.oTW 6o.00B \ - - \7 PROPOSED8"YA3 OT62 \_\_ - oo- r / i�' 56`t.o BW\ \ \\ \\ 1i I DRAIN SYSTEM � y 57550 ;- •�. � -e / ..__5-�9-' - 4i\ jo\c^ / .� FF� i 517367 �0�573�4L fl:� \ \ \\ \ \ YD1z FFE= j 1 0 , 94 / / }. IT 79.00- r ✓ 574 0O LOT \ \ 571.67 'sal oo / L •.I \ - / PROPOSED io' PRIVATE 68.6/ / \ \ \\ 571.33- / ✓ S�6 0 / ° - - I i, i F 72. 57z _ - 57z.00 3 \ \ \ �i s 7 _ \ �- / `� �' ./ .r • ' ,C' / ( / � \ \ \ PROPOSED 20' PUBLIC, I Sao ,( LOT 1 " DRAINAGE EASEMENT 5 9 --- � � �� // ` $ /, ` s / \ � DRAINAGE EASEMENT I I r I I S7o { 56zooTW \S \ \ -0 5' / 57o:so + _00 I r 4 q S57.00BW 6p \ ------ \ \\ / / / w _ \ 5' LOT 8 I % j 5FE= s16g,6 o \ \ ' /' 57o.so YD12A------- " _ o PROPOSEDSTORM 3.595 \ _ _ / 570.00 LOT 1 z Tf s6400BW \ \ \ \ ' I H 570.33 i4 �. 570 - 579�67 \ LOT$1 _ 5 % 3 ' I / I ' S 4.00BW PROPOSED 3 DECORATIVE WALL I q, \ 574\ FFE= 85 0- FFE= / 6 \ - o f - �\ � y') SEWER SYSTEM /�- / / T8o FFE= 81. BSMT- 57933----�---�--- (NOTE: WALLS 3 IN HEIGHT OR LESS D `< s74:o6 ✓ ✓ FFE= 82.00 5 33 - 5J0'�7 BSMT= 6 o ' / / LO 17 LLI I: \ \ NOT REQUIRE RETAINING WALL PLANS)- I i FFE= a is7767 LOT 79 \ \\� S BSMT= 571.50 5 9 5 I , 6 v FFE-L s ./ : ' / / / G� BSMT= 572.16 \ - LOT-8r - I / i 568.00 567.67 �5 6 1 o - 570.33 II FFE= 580.o0 - / y L \ \ \ - - 570.0 �. g � /�a ,i / /- \ PROPOSED VAR. WIDTH PRIVATE - - /5685oBW I 5 LOT 64 - - 92 " % / 7$ / BSMT= 570.17 \ DRAINAGE EASEMENT / YD1 D: / \ \ DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (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 0I3B CG-6 10 626.50 31 15 131.17 10.67% 619.00 605.00 RCP 30 DI3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 1 RCP 28 DII CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI3B CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI3B CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 22 DI3B CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI3B 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-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DII CG-6 10 577.33 13 24 44.70 6.33% 568.75 565.92 RCP 12 DII CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-3B CG-610 5N642 9 24 131.35 4.76% 545.00 538.75 RCP 8 DI3B CG6 10 543.75 7 24 66. 36 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 DII 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 30.89 081% 527.50 527.25 RCP 2B DII CG-6 6 534.17 2A 15 45.13 1.86% 529.17 528A2 RCP 6B DII CG-6 14 539.50 6A 15 37.95 2.85% 534.00 53192 RCP 8B DI-3B CG-6 12 544.00 SA 15 35.22 1.42% 537.25 536.75 RCP 10B DI-3B CG6 i6 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 30B DII CG-6 12 610.92 30A 15 28.62 2.86% 604.92 604.10 RCP 32B DII 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 DII CG6 8 fi41.00 41 15 178.91 1.44% 635.50 63293 RCP 40 DI3B CG-6 6 637.75 39 15 174.25 2.71% 632.83 628.10 RCP 38 - _13 CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 D13B CG6 6 309.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI-3B CG-6 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DII CG-6 12 544.75 53 15 45.67 1.05% 538.58 538.10 RCP 52 DII CG-6 12 545.08 51 15 131.98 3.71% 538.00 533.10 RCP 50 DI3B CG6 8 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 DII CG-6 10 595.33 85 15 184.89 11.21% 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% 566.67 557.52 RCP 62 DII CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 DI3B CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 58 DII CG-6 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 S6B DI-3C CG-6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 588 D41 CG61 - 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DWC CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 DI-3B CG6 4 576.17 67 15 15.79 3.17% 570.17 568.77 RCP 84 DII CG-6 8 559.50 83 15 28.91 0.52% 552.50 552.35 1 RCP 82 DII CG6 6 559.00 81 15 96.83 3.17% 552.25 549.18 RCP 80 DII CG-6 6 555.00 79 15 44.75 0.51% 549.08 548.85 RCP 78 MH CG6 - 554.58 77 15 77.99 0.51°h 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 - 554.25 71 18 19.87 0.86% 547.50 547.33 RCP 94 DII CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 DI-3B CG6 10 566.58 91 15 37.69 0.61% 560.25 560.02 RCP 90 DII CG-6 12 564.08 89 15 75.94 3.16% 559.92 55T52 RCP 88 DI-1 CG-6 - 562.00 87 15 75.70 1.22% 557.42 556.50 RCP 98 DI3B CG-6 12 544.92 97 15 184.21 4.74% 541.00 532.27 RCP 96 DI3B CG6 12 536.42 95 15 30.57 0.56% 532.17 532.00 RCP 106 MH CG6 - 536.00 105 36 116.83 0.67°h 523.97 523.19 RCP 104 DI3B CG6 8 531.87 103 36 114.36 0.74% 523.09 522.24 RCP 102 DI3C CG-6 10 529.33 10, 42 59.67 0.66% 522.14 521.75 RCP 112 1 1 1 1 1 13I-1 CG-6 - 527.58 111 24 32.80 0.79% 522.50 522.24 RCP 114 DI3B CG-616 625.83 113 1 15 1 57.45 1.01 % 1 521.58 521.00 RCP Lic. No. 035791 08/24/20 A, V) F Z ZZ w 0 a �U F (� � j J Ln 2 r/ Z .a w j Z w i to c W 5: - LU UUj / li J ' 0 rY a a a _ rr J J O _ j z O Z CL a g Q 0O O UL rr S V) 0 Z I-- i gLn W Q = J 1 ac � z • w z i Q Z z a L? i E J 0 z z LL N N N N LU \ Li� \ \ rw� \ . Q � � � O � N N � lJ'1 � n c0 O O O O I � o co co 3 ® m N 0 0 zM n a IT T c o CD W� ^Q LL a N Q ' N WQ o > O zz LU J J J �- a LU o a > z w HL Qo z° L Oi c L® C/ E W Q 0 a 0 " Q Cz r W Y J lJ o LJJ J z` o Ul a o J teL//a L O Z LU w _w z ZCD W z w v z - U) z J O Jck�o LJJ 0 a / N� 0 a Q > r1 ( �J cn c U C) C) O x N N N L .� 0 0 c m U O w w o o a U) JOB NO. 182157 a c o SCALE 1" = 30 0 c 0 0 SHEET NO. o N 9 C"I I 5M . Ico-asGENERALCONSTRUCTION NOTES FOR STREETS LIN15 OF PEP. _ PW-IRAVFRSPAE = LIN15 OF FEp. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Eh .aXa 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A LIMITS °` PED. LINTB DF I4D. LESS ROUTE® N]X-iRAVERSiBLF ALCE58 ROUTE 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 & 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBUC 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 golTwk MWT.OF-x„r Y REq�IM. F THE L-a BF PING ORVH gCE33 RWFE @ EXILIC WA EEYBXB I. T-0 .1 ExSTxC OR PROPosEB wOT M NOF GRAY I WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED ,Dee=' AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF ® PEDESTMAN ACCESS ROUTES PROVIDE A CONTNUOUSp PA°e'C01WLDNG KLEYCCEBS a°E CLEAE 6 AN A FACNTY THAT CAN BF MxBPLHED. ENTERED AN s06 a4v4''a THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) E UTE IS A➢JMENT USED BY PEDESTRIANSB MUT TO BACK W CURB NNMW WDTH SHOULD BE 5. SECTION F-F FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED HALF PLAN a � N N N➢ESTRIM ACCESS MUTES ® E BEING `NOTICED A MFMM 9LRAVEMbBLE WIDTH F,TEGUREB NTM A MINI.2M moss SLOPE 5. TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR L. N C). WHEN USED IN CONNncnGN WITH STAFF GG-J ON GG-] ME CURB FACE °X TANS N. a e' 6. WHERE RURAL GROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. P N°`WAL" P'W'W°L'G °"R` STµDMD a Y0 E ADJUSTED r° BATCH THE SAN L W°°"Fd""°" 7. COMPLIANCE WTH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT NORMAL GUTTER A ��--- ® _= SECTION E-E SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. "7. * esa WDY,O,DXDHACE 1. 3.. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS Q e•' vb8°%§v=� _.^ vim. am AS NIA.) CONC. PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. B APAI MAD` TY": SIZE " 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 12Y NA%. SL°PE '- A POSIT or .. CHMI£ AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. rce NRB MIJ Go TOONLY W In R 13 Y _MA`IINIM INCREASE IN SLOFE AT YIHIM.W IG'IN1ERVk5 = 4obePew'e^e 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION RENTLY BNLi SECTION secnoN c-c = _= 5 x CAR MUM DECREASE IN ECPE fW MRBT D'IMERVN AND OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. e X NMI" DECREASE FOR SUCCEEDING MINIMUM # I„TERVAL$ 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 REFEMXCE STANDARD ENTRANCE GUTTER vO`7T Roq AM axdcE sTMDAB11s PUBLIC ROADS. � GUTS BHEEo3T°D T 12• UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL STANDARD CGRADE VIRGINIA DEPARTMENT OF TRANSPORTATION Dan TRANS TIONS AND SAG POINTSASCROSS-DRAINS HOWN 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 COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION GENERAL CONSTRUCTION NOTES PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING ROAD NOTES CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPAR7MENT OF 7RANSPORM770N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY GRADING: REFLECT 7HE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE 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 CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIRCA7701VS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS AND STANDARDS OF VDOT UNLESS 07HERWISf NOTED. PROJECT. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 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 CONSTRUCTION. 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 FER77LlZED SEEDED AND MULCHED. VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL: VER77CAL . 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 MIEN 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) Z. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM FOOT. 7RAFFlC 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 CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS CONDITIONS INDICATE. N. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER 9. ALL EXCAVATION FOR UNDERGROUND PIPE I A MUST COMPLY WITH OSHA STANDARDS 6). FOR THE CONS7RUC110N INDUSTRY (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 SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PAVEMENT' I. INSTALLATION OF ANY 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 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 SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. COURSE IS APPUED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBUC 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 PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A 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. vill. 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. � X Al.. A PEDESTRIAN ACCESS RWIE CR°SSES A pT1ERCV1 FHTRMCE :"Ma°RTII a PC T HALL BE . FOR • A AXSTREET APM H SAM SURFMXO GENERAL NOTES I%W TO BE 0.S y! AS yrINWE ROILWAY 19,E HDTE 31 SWNN CH 0.µA e� I. WEN USED IN CpU`HC ION WIN STµD EC-3 _____ _ IRNp14 TO BE A4 -, SXO'MI ON PLµfil RD C ON THIS ST. S gAIS}FO 1° MATCH ]K WMMTMLE LIAR i0 CO-z p1 CO-1 CORMONAMN. 3. SEE SIMMTHUS WON TAN GOOD D MIM S SrµOAPo. LG-a FOR CURB RAW DESIGN TO WEBaEkN y1-SIOEWNX xOrE 61 R CPINNY U. SON, _ _ rLOW LIK 3. MNIuxE PAWYMINT WALL HE CONSTMCTEU TO THE NW LINE (EXCEPT MY SUB°]gE STABILIZATION +-----� EXPANSION REARED FOR Pull PWEIENT WHICH CAN M WI�E.I EMITTED IN THE MIAM LONG Av Ep1Nsox a. Rul CWe OR CpAN1ATleN CURB MO OOHS" _ HARD MArX "B- 2'-0" CR A4 IMKHE ROADWAY SHALL MT BE CONSTRUCTED BEYOND ME RAW LINE EKEPT FOR REPLACEMENT PURPOSES. a-- ON "FEAL SECTER. p �M PLAN VIEW ENTRANCE NOTES S. WITH THE EMRMCF PAUL CANNOT ILCONYJ/.rE THE xWlE ROgWAY SLP4 TURFING MWREMENTS OF MTIOPATEO HEAVY TRUCH C E DEPTH FOR SIOEW4X R CWB LAWS fK WIl4 O THE RNXISHWLO H 1°'PµgyJL LOPIE IEH]RµLE WIn INXIM WiEµED To ]". (SEE W-IJ) OR EDEf Cl PLOW GFA CIW,4£ - p IE DI CP]IOXk LOWLINE N PLANE ME CONSTRUCTION OF A ROW Ful RpgWAY ME _ IDFE ]I THE 5 REQUIRED 10 PPOV°E PoSITIVE °R.WAZ OLROSS C ENTRANCE. a. Bi MA" _ B WAGE CHANGE ® ] E CESMABLE ND MM MTRWE GRADL SH ANCEO .1. ME LISTED N ME ALLOWABLE EXTR W tl!I!E o TAME. THEM VKUES NE NOT APPLICABLE 10 STREET BMI 20 WORNM MW cONXEcrlOxs. cOuuERcw ExTRAKL I INTERSECTION NOTES B. RNId CM115 USED TEE CONNECTIONS. ® CONSTRUCT GRACE CNMGES WITH A PARMOLE CWVE WBABY MOTO Mucy N BE DESIGNED IN gCOMICANW17 x THE APPLICABLE REGUABENTS SECTION A - A RICANDESIGN 9GHY pSrA'!CE AND MAvuk MauwG STOPPING x VYUE REOJEMENIS. F NTal FLOWUK MAY REQUIRE WARNING O A y4� PORTION TSUITS 70I PR OF GUTTER T° %gVLf POSRTNE ORNNAGE AmEX9 II�II3 ALLOWABLE ENTRANCE GRADE CHANGES cL•ICLYSHD 0. VOUGGE CWCP R _ _�ENTRANCE , SECTION C-C XBIE' ALLONABLE ON OF HOME TABLE 6 MT APPLICABLE TO STREET CONNECTIONS sPLCFGALW REFERENCE METHOD OF TREATMENT READ�VOOT MC ROE w2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) YwBW GUTS THEFT KET 1 L. a 1 VIRONA DEPARTMENT OF 1RMSP2R]I.ipN 0)A6 205.d EorEKT"E ORMVLE FA IOLETeM 1'-O- AT TOP) PAM WIOAEER pAvpENT AIERIL::':::e.�at�... ........... all Wn[i RE SE NOR' P!T 1pQwrE, Be 2•-6• _0• 1.5Y.E OR CRUSKO PLANT MI. .8 vMMHE RIDAIXMt KOMMExT. oD¢ O PLVEo BNpLUN PAVED SHOULDER SECTION W TO NOT X WE'IIE•OREE ro'YA LU Of 71 Z DNALu CST CST — LMBNIM SHNL E ML TD VIED PONT Na MTLR .. I �, Nual PABML 0 Al TOP, PA.— STIR® •^i�:: :::• • AKA -. SLFAYE.. MLLI AR YE NOTE 1 AS] AVEwTE NO WE gp n OR OLISKD OATS METING M W.•➢AtIW KO%ADM. CURB AND GUTTER SECTION PM Lem HENTT Pr1ul .E 80 CUTLET PPE WD SLNIC STANDARD PAVEMENT EDGEDRAIN .A OPMTIENY O TRMSPRTAHON m-1 n-a pli TOP OF NI PAT UNITS EO IrvPKALI fPAVE�fM BOUGH PIPE TO E. Wn s• LL EllLK ELBOW ? COMBINATION UNDERDRANI CD-1 AT LOWER END OF CUTS CHAT OFPAVEMENT CENTER LINE SECTION Dava IM y'•p / WIN Ill Ial wT..l TRENCH PLACEMENT PAY UNITS FOR MS M TO ,IN - A..[Mr Marm M 9AY \ EYNMII xd6• -- Wears, �/ OF FILL _ -4NCi PATE„M TNEICwII i ITYPCALI •:::: P. asPa1 AyIRFWiF. R6 KIXECRE ON CRI4RI IYAss LRrNC fie LAgYax REgIMBIFNrs PLAN VIEW amExnE a... 'A Mc w- (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) OR ~ PrvEYEM AWgE P URGE -- WSBAlE S NLEM SlgEl]ED SUBBAlE �..e. o.e P-P-o.e- rSFLECI Y6IEMIL TYPERON A.9AgE If0[xl a D,L 1r A6UMITH ZOrE=lEE •• 6] Mail x6 -DATE CP 0"I mw,6E GLASS EEM. A6 WARALW REaMKN15. GENERAL NOTES Mo -0.1� 1. iacnl A. 1CFNS PONY ERROIU°IN01 9,Ar.!"MEE'MAND SIMULATE EL�TSiTM . C TREWI WALL OF FILL,° MIN IN MO 1.11 AMID TMWEO 10 NSURf COMPACT ESE NON -PERFORATED OUTLET PIPE 3. Ol WE SIGNAL NOW AT THE EDGE OF THE TRAVEL LANE PMEIDNT AND SHALL B f1 WqfPLACTIF.ON A ACE PARALLEL TO TK 91.. SLOPE L I... 11TEXPLABLY a M.R x9 w,Y N SECTIONS WKRL H 5 RMS•AS ro oTKRN6E PP.M. INE GO PRE F.S. WnLrs , WO4PyS, NKr xE r0 BE LCWrm so AS r0 WRAF xio dNP ME ON NwlaM s. ON ..LE VAtfO YCILYS rREWI a 10 N LPQR EMIK PAVELENI /AEA BRUNT ann Prt ax GUN sbE .Y. 6. x�Y ELEVATION AT POLICY EM OF OURET R4 TO ME MINIMUM OF T O g E x T C.AHW O I6CFMX0 OIMIMC tlIW W lTAF1WL. M WALL I.G. TOM, - MK6 1. 6E L ECISM4 W W lrrR6lpM 4rK MLFT PI ON NO ANY VF.O' WYL[I WE AMr0 MNX Tons. gCMMPO TO Mr. Dl AT !Y ERCCIPX. 6..1 AE To E SE. COPECILO TO cel OILIER al STRUCTURE. EKLFKA,IW STANDARD COMBINATION UNDERDRAIN R OOCE EYNN (AT LOWER END OF CUTS) DI.O AI LMBNIM SHNL E ML TD VIED PONT Na MTLR .. I �, Nual PABML 0 Al TOP, PA.— STIR® •^i�:: :::• • AKA -. SLFAYE.. MLLI AR YE NOTE 1 AS] AVEwTE NO WE gp n OR OLISKD OATS METING M W.•➢AtIW KO%ADM. CURB AND GUTTER SECTION PM Lem HENTT Pr1ul .E 80 CUTLET PPE WD SLNIC STANDARD PAVEMENT EDGEDRAIN .A OPMTIENY O TRMSPRTAHON m-1 n-a pli TOP OF NI PAT UNITS EO IrvPKALI fPAVE�fM BOUGH PIPE TO E. Wn s• LL EllLK ELBOW ? COMBINATION UNDERDRANI CD-1 AT LOWER END OF CUTS CHAT OFPAVEMENT CENTER LINE SECTION Dava IM y'•p / WIN Ill Ial wT..l TRENCH PLACEMENT PAY UNITS FOR MS M TO ,IN - A..[Mr Marm M 9AY \ EYNMII xd6• -- Wears, �/ OF FILL _ -4NCi PATE„M TNEICwII i ITYPCALI •:::: P. asPa1 AyIRFWiF. R6 KIXECRE ON CRI4RI IYAss LRrNC fie LAgYax REgIMBIFNrs PLAN VIEW amExnE a... 'A Mc w- (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) OR ~ PrvEYEM AWgE P URGE -- WSBAlE S NLEM SlgEl]ED SUBBAlE �..e. o.e P-P-o.e- rSFLECI Y6IEMIL TYPERON A.9AgE If0[xl a D,L 1r A6UMITH ZOrE=lEE •• 6] Mail x6 -DATE CP 0"I mw,6E GLASS EEM. A6 WARALW REaMKN15. GENERAL NOTES Mo -0.1� 1. iacnl A. 1CFNS PONY ERROIU°IN01 9,Ar.!"MEE'MAND SIMULATE EL�TSiTM . C TREWI WALL OF FILL,° MIN IN MO 1.11 AMID TMWEO 10 NSURf COMPACT ESE NON -PERFORATED OUTLET PIPE 3. Ol WE SIGNAL NOW AT THE EDGE OF THE TRAVEL LANE PMEIDNT AND SHALL B f1 WqfPLACTIF.ON A ACE PARALLEL TO TK 91.. SLOPE L I... 11TEXPLABLY a M.R x9 w,Y N SECTIONS WKRL H 5 RMS•AS ro oTKRN6E PP.M. INE GO PRE F.S. WnLrs , WO4PyS, NKr xE r0 BE LCWrm so AS r0 WRAF xio dNP ME ON NwlaM s. ON ..LE VAtfO YCILYS rREWI a 10 N LPQR EMIK PAVELENI /AEA BRUNT ann Prt ax GUN sbE .Y. 6. x�Y ELEVATION AT POLICY EM OF OURET R4 TO ME MINIMUM OF T O g E x T C.AHW O I6CFMX0 OIMIMC tlIW W lTAF1WL. M WALL I.G. TOM, - MK6 1. 6E L ECISM4 W W lrrR6lpM 4rK MLFT PI ON NO ANY VF.O' WYL[I WE AMr0 MNX Tons. gCMMPO TO Mr. Dl AT !Y ERCCIPX. 6..1 AE To E SE. COPECILO TO cel OILIER al STRUCTURE. EKLFKA,IW STANDARD COMBINATION UNDERDRAIN R OOCE EYNN (AT LOWER END OF CUTS) DI.O AI B8 aP a UT OF F PA fS6 FIX, SO, TOPlI am C N ru fEL CdEMATKN Wd%EW •V W LE RrpIGLI-•P' T,9NKElFiLE I v1E Li PAvdCN! COMBINATION UNDERDRNN CO-2 ON FLLS CENTER LINE SECTION I f2 L TYPE ISELECT WTEMNI EOE O pAydENT TRENCH PLACEMENT WWUER uK - 1• y� TE a Fu --PMF 7 MRFME E BAY / T�TO` E FR -wE--sFucr --SMEUT NATWM I-.-.WII w o, o PLAN VIEW SHOWING G PLACEMOF N] IflSE m Ba A°OEWTE GR Cll ➢ CD-2 ILNDERDRAIN ,w-w-w GLASS UMM 88 WgATNXN REOUIIEYEMB. wr°NNRw�Tu r-0• NON -PERFORATED OUTLET PIPE R OR I II rYFE a FPE DM51181REwIx ^W.dMETR IS xou. IT 9Rarx NYa .MN O FPAYFENIr SWFN£ L RATE MgpIX NNL PE LI P51 MMM rU pW NNN a. --91BBA4 W GLUED aiIRLIIID 91EA4 .e.e-e.P --ELECT 1MlaiPL SISBRKE I MZUpf ICdE11r PONE STABIIlEE01 -- - - MWNL MObE41YRa-HERS ON MN METHOD MG TO ASIX 0-2412 AT bR UGUGGTCX. ED M'VM,I EOaM1R£ rim ARR' a W.• GHR EN MONENESPI°XR. f9 GENERAL NOTES E WITH ..Al ANY rNY1NEY Nxx TIMED TB MUM COMP. APPROACH YM XI 2. NILLLL TBE PPLLAOB Aa GRACE PMEDALEL OF TO ME s6x M APE-']2 % MR. Osnra,I wqF. BE 2 T. C10X6. Wf]E rt e W0558LE RI OTERR[E NiOVxf 0 a'-0 MLE18 FOR VIWIMI; 11EY ME r0 E LMAIEO WI AS TO NYI M0 0RW LETS ON YNFAFS r E CAGATE am WTFAAL Trorx sGE M. 21e ParON CEPMI 4 W WPFfENVATEO BECIONB IRNON B 10 BE UNDER BONE Plp T AREA WIN WI ME W LOAN {af CHO b. INVERT C.L.AT aR1ET f1D OF QIIIICr R4 r0 BE WHIM Or I.- AS0\E NVRY FLEVANW OF IEmMO al Ord ON BrMCTNW. PLACEMENT OF CD-2 UNDERDRNN AT 6 AL GENTIM a6 IETAOR,wra EIC.I WmN Pa LrATs FW Pu1LEr PR AS m BRIDGE APPROACH SLABS IS a rK SAWS IWexw lTxdeM M TK GUrNr ME, 1. ar HEsEPISLr CONEETE➢ IO EN -NW P11ER WMIAZ APE 9EIIaR"I STANDARD COMBINATION UNDERDRAIN 2p[ M (AT GRADE SAGS ANDBRIDGE APPROACHES) m rot vREwR IEPABDFMY a TATM ITURN W.Ob PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONESUBBASE COMPACTED SUBGRADL ASPHALT PAVING - MILL/OVERLAY NO SCALE 1.5" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE COURSE SUBGADE ASPHALT PAVING - PARKING SPACES NO SCALE a 6" ASPHALT-, _, .. x� .1:-• \��\/�\/ // %/IN COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 4" 21 A STONE BASE CONCRETE SIDEWALK NO SCALE 1.5" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE IIIHNIN 9.5" 21-ABASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - ROUTE 20 NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH 1.5" SM-9.5 THE EXISTING PAVEMENT SECTION. SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - AVON ST EXT NO SCALE TURN LANE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSE 3"-4" BM-25 INTERMEDIATE COURSE BASE COURSE COMPACTED- SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE NO SCALE STREETS 2" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub base h a DIDADT Dauphin Drive (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 1264 12 1284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 Sol C� 1 ENTRMCE I EMPAXSION MUM " EIIBTNO OR rE MOTII Or ENT URNETE SIDEMAX EMPABIDN .IUIT NO ROW LFE y, / MOTH '- [E9RAHLExrrWICE E MN M W EIrA191LN JONT' AemLUrE w' OFISOMETRIC VIEW EDGE OF pAVELon C HALF - PLAN OWN CUMEDFACCEIT COON TI'WITH HIS STANDARD ISS TO CO serso . B, d, TO MATCH THE M TA E d COMOUMTM. WIDTH CIACLUM aX TO IOR CNµGE PMMM)C PANE VlTFRM b 11 FIDE OF ♦ ____-_l. .. J-' ,T•T• T CLASS AT ME.41 A • 9X U MORN RYAEA4 N SLOPE AT MN WI M NTERVYS P 4T2 TA^'Tp b T3 --1SX xAM' 9'DPE T .WOW. wdE TYPE I SIZE•.• 3B 3X MµNM CELAEA$E M 9LOPC TOIL p NTND O MIN t NTEAvru YlwN ax xGFmEAY FOR wccEENc TO MWWI FOR ROEBUCK. CNN NO GUTTER - HART CMOMWO RY. q FOR INITIAL CIPB ND GUTTER PLY. W 0 FOR NIixL SIOEWOLI( ONLY - T 80EMYK TO BE ppFEO, SECTION C-C O mR P'MTRAN ACCESS IIwTE - IeeEN 4'-d' 111AVOar U WIDTH O KMKD WITH A NadRN ]M CROSS SLOPE ® FOR CURS AND BATTER alY - NM MITI& SIFEWYM. ® FOR CURS MD SIDEWALK NLY - WTxdlr GUTTFA. A IMCATO PCM CIF MADE CXM2. STANDARD ENTRANCE GUTTER WITH FLARED OPENING ROAD AAU�STANDARDS <FOR USE ACROSS SIDEWALK) VRL'HN DTP W 1WI6MTATMN aDz awEr 1 GF 1 EvnsM DATE NN.0 SIDEWALK (WHERE REQUIRED) VDOT STD. CURB A CONSTRUCTED ADJACENT TO DROP INLET (DI-3) AND FLUSH WITH INLET TOP WITH TYPE A' NOSING L OW-1 FI'OW LINE : ' •'! ' •..:. ? , .. r ONE• i .. D i _ : E 6: ,. TRAIN I 1 - VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE WOO ZC 7 U oa J O F I Z O- 00 Ol HC 0 0 <0 I<i0 1.6'f h- 0.5' pL \ I I 7-1 I II I I y I I I I I II I I I I I I I .I�`iJi�iiiJyJxY�I;iJiih`iA`i:` ✓`.?`i�:.. 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 Cu Invert Line I Sin R 113 in 21n 181n -�; R1ft6in I 1 1� W 1 , r:BY _______________ - Builder5 Option: Area may be Concrete. Bottom of curb may follow slope of //j` sub -base provided a minimum dI c of 7 inches is maintained, LXI 1 if Din 2R0in Rolltop Curb A 8 O P TRIP GENERATION--,,,, _ I _ T1 I TH 0 F - I 1 100 Lor R9 \ LOT LOT 30 }I 33 . i O I i T °T 0SCOTT R, LINS'Z Lic. No. 035791,'n - i •� I aT LOT LGT STREET 06/16/20 �4• y2 61 d0 39 F�' \ a S t1 ZONAL E LOT f /� LOT zs LOT z3 ..f II � I Lor LOT I II I as a L er `s°BT : I i ` �- � - - - J .... BIN �, •",' LOT (n (n (n l i -_- � 1-. : _. I I I •� " LOT ' H H H 11 � I m GT r Lor LOT e.I " IB Z Z Z LaT r I' - ' \ ' oT GUT ss ee 1• " n � � � IF oT 1 I � 5 J t f ifi I 8 d I I A U U U ttt\k LOT I I; fit (I w w OI L 'J r` z > > > ¢ O ciS ciS ciS OU OU W: ez ei In Q Q U U U I li 64 , Lor � Q J W W W ZRQ-R W W J J J z0 F a a Q Q Q LOT I I ]] > Lwn Lwn m m m II LOT Lar / J J J LOT r � DWc w w a a a I l i LOT I •yl, --_ L8T w w w I I' 6] �I 4 LOT Q Ii a a a w w w (n (n (n w w w LGT _ 6B LOi I d 1 {( I U 111 LO LOT I.' J LOT z LGT Y 1 I LOT LOT I' 11 ' I � - EsEfANYIV LAME MaACTT�- ' �4111I C)T I II - 11 'I j ;I II L I � LOT LOT Lo�T LOT LOT LOT LOT All I LOT LOT OY O O l I I ea as � ea ev w I I Ms s6 es �oD � 1--I O O N N lL] , C I. W SlopBUY e break fOf drolrtoge, if req'd. R- 2 Feel e 0 UL C) WITH< Bock of Curb o 0 GG IN Constr. Joint MOinline Edge of Pavement Drivelr0y Entrance Warp Transition Roll top curb Port Plon cCf Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Roque Return warp curb profile to match erivexay entrance ppsan IIIWithn 4 leet each siee of apron above invert line. Oriveway prn Rp Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION - - - - - 7 - - LIT LIT TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) ioo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 ACT: 944 VPD (472 ENTER/ 472 EXIT) AM PEAK: 74 VPH (sg ENTER/ 55 EXIT) PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) ri_': NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN RILE. Y. CONCRETE TO BE CLASS AT IF CAST N PLY£. 4000 PER IF PRECAST. J. COMBINATION CURB M GUTTER HANGING A RACIUS OF WD FEET OR LESS MOM FACE OF a 01 SHILL SE PAC FOR M RADIIL CO MVM CUM M GUTTER. 4. FOR ME WITH STABILIZED OPEN -GRADED a NME LAYER THE BOTTOM OF THE CURB M GUTTER ftE CORSTRUCTED PMYlEL TO THE YOPE MASS COURSES AND TO THE DEPTH OF THE PAVEMENT, B. ALLOWYILE Carl FOR TIE USE OF CG-B :5 BASED ON ROADWAY aASSFK:ATIM " DESIGN SPEED AS SHOWN N APPENDIX A OF R ME ROAD DESIGN MNRUN IN ME SECTION M GO MN sTYDYOS. D, • b P,P IF IF IF BE CRE1E OF THE CONTRACTOR "�� COMBINATION 6" CURB AND GUTTER 05 502 VIRGIKA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS ITEM MAY BE Peal OR CAST IN PLACE F. CONCRETE TO BE MASS A3 F CAST N RACE• SLUM PSI IF PRECAST. S. CUM HAVING A CURE OF L B FEET OR LESS :ALONG FADE E CUIB1 WILL BE PAD FOR AS RAdII LURE. A. THE DollOF CURB GUY BE REDUCED A4 MJCH AS 3" us' DEPTH) OR NCREAGED AS MUM AS - `. ILM�W.I Y'R I.A. S" (21" DEPTH) IN OROFA THAT THE BOTTOM : e, OF CURB WILL COINCIDE WITH THE TOP OF A CHARY OF THE PAVEMENT 5 TMCTNEE. 1.j�Ay� OTHERMSE THE DEPM b TO BE 1B" AS SHOWN NO MYSfAEW N TH, PRIFE BD Is TO SE MADE ♦ .F FOR A DECREASE M M INCREASE N DEPTH. A CG-] IS TO SE USED ON ROADWAYS MEETING , e. , e . TIE REOUREHENTS FOR Cal AS SHOWN ON MPEMIX A OF THE Goal ROM DESIGN MAINAI, �! ♦ . ! A IN THE SECTION ON GB URBAN STYOMDS. A .'AI .AAA ,6 ACCEPTABLE ALTERNATIVE IF CURB R EXTRUDED ERERCE STANDARD fill CURB D5 502 WRGINA DEPARTMENT OF TRANSPORTATION A ROM YD MCfF STMDw REASON DATE SHEET 1 OF 1 Z01CM Gp1 tMg REASON GATE I SMEI 2M.N a. IN- M I® M CD N z M Q � J W Cn N Q N W Q Q > O ^ U-) J J J IIIi U) z w Lu L 0 O 06 Q LU W . � Q o Y � z \� Q H / Q Ul C0 J ^ J I ZL_ W ' N I LL / r\ U) V z Jw JI..L T�< 0 V O N U F LU w d Ln JOB NO. 182157 SCALE AS SHOWN SHEET NO. 3.0 POINT OF ROLL TOP C/L FINISHED GRADE CURB CG-2 CURB GOOII Wp IXO.0000 W O O VVV My�tLANE) 2MOT NY4"MOT STONE BASE 1 (TRAVEL LANE) (TRAVE8.5 17' E/P-E/P 30' PRIVATE STREET EASEMENT SECTION F - ALLEY IVITH PRIVATE STREET EASEffENT TYPICAL PRIVATE STREET & PRIVATE ALLEY - 30 ' PRIVATE EASEMENT 15 MPH DESIGN SPEED NOT TO SCALE POINT OF C/L FINISHED GRADE CURB & GUTTER CURB &GUTTER 114": 1' 114". 1' t2lA o oo0,1s o �ooao og 4 4" MOT 21A STONE STONE BI BASE 0' I 0' 2. (TRAVEL LANE) "TT(TRAVEL LANE) 2.5 2. 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 R/w SCOTT R. I z CC-6 POINT OF CG-6 L� Lic. No. 035 , 91 FINISHED GRADE 5' WIDE CONCRETE °� 05/05/20 v 7 5' WIDE CONCRETE CURB & GUTTER CURB & GUTTER SIDEWALK EXIST. GROUND 3, 29, 29 SURFACE 29 29 SIDEWALK 3'1 EXIST. GROUND owNAL G�Gl�� 3;1.1 L7- 6' PLANTING ° ° a 6' PLANTING 4" VDOT 21A STRIP a" wor 4" uooT STRIP 4" VDOT 21A STONE BASE 21A BASE SUBBASE 21A STONE BASE EXIST GROUND STONE BASE BASE EXIST. GROUND 1 5 6 2.5 10' 10' 7' (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 2.56 5 1 SC IPOINT RIW CIL OF CURB &GUTTER FINISHED GRADE CURB &GUTIER 6' WIDE CONCRETE SIDEWALK — 3• 1 1/4":1' 1/47:1' EXIST. GROUN �o 4 a"2woT 4" VDOT 21A 2M-OT STONE STONE BASE \ 10' 10 6' e2.5 EXIST. GROUND 2 5-- 25 — (TRAVEL LANE) t� (TRAVEL LANE) PERPENDICULAR 2.5 6' 1.0 PARKING SPACES 36' E/P-E/P 50.5' PRIVATE ALLEY EASEMENT SECTION H - TYPICAL PRIVATE ALLEY IYITH PARKING- 50.5' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE SECTION A - TYPICAL PUBLIC STREET SECTION #71 PARIfING ON ONE SIDE ONLY (56 ' R/lV) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAIJ) GS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH z z w w S z o R I W C I L RIW O a OV OV f 5' WIDE CONCRETE SIDEWALK CG-6 CG-6 CURB & GUTTER POINT FINISHEDD GRADE CURB & GUTTER 5' WIDE CONCRETE SIDEWALK ~ Uri w Z) co Ln U U 7 <p w w J SURFACE 3 1 EXIST. GROUN ~ O ~ ' EXIST GROUND 27 290 2% 2% � z w w i g;1 6' PLANTING " 3 A > W w w m w ' 4" VDOT 21A STRIP JVDOT 6' 4" vooT PLANTING STRIP 4" VDOT 21A oc oc STONE BASE 21A SUBBASE \ STONE i EXIST GROUND BASE EXIST. GROUND 1 ; 0 6 s 0 0' 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C SECTION B - TYPICAL PUBLIC STREET SECTION lY/ NO PARKING (49 ' Rl#r) LOYOLA WAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED• 25 MPH C� R/W CG-6 CG-6 _ 5' WIDE CONCRETE CURB & GUTTER SIDEWALK POINT OF FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE SIDEWALK \\ 7 3, SURFACE 3.1 EXIST. GROUND 27 29 2% EXIST. GROUND 3;1 3'A 4" VDOT 21A 6' PLANTING STRIP °•• . �" VDOT 4" UDOT 21A 4" uoor 7a" STONE BASE 21A SUBBASE 21A STONE BASE EXIST. GROUND STONE BASE STONE BASE \ EXIST. GROUND 5 1.0 s 10' 10' 5 �'0 (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 43' SECTION C - TYPICAL PRA IVTE STREET SECTION IYITH NO PARKING (43 ' R/lY) BERWYN LANE (PRIVATE STREET) CS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 20 MPH PERPENDICULAR PARKING ONLY EXIST. GROUND EXIST GROUND 5' WIDE CONCRETE SIDEWALK 2% _ 6' PLANTING _ 4" VDOT 21A STRIP STONE BASE 4 0 5 6 CC-6 POINT OF CURB & GUTTER FINISHED GRADE SURFACE 2% 2% SUBBASE 11' 11' (TRAVEL LANE) RAVEL LANE) 42' F/Cc-F/C RI CG-6 CURB & GUTTER 6' WIDE CONCRETE SIDEWALK 4" MOT 4" VDOT 21A STONE STONE BASE BASE tPURPENDIDULAR 2.5 6' PARKING SPACES I SECTION D - TYPICAL PRIVATE STREET SECTION #77 PARKING HYBRID (6> ' R)V) SHERIDAN STREET (PRIVATE STREET) CS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH R I I R I W CI R/W CG-6 POINT OF cc-6 `,''' CG-6 POINT OF CG-6 l' 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER _ �y 5' WIDE CONCRETE CURB &GUTTER FINISHED GRADE CURB & GUTTER 6' WIDE CONCRETE 7 SIDEWALK SIDEWALK SIDEWALK > > / `�• 1 SURFACE 3 EXIST. GROUND 2% 2% SURFACE 2% 3• EXIST. GROUND 2% 2% 29 EXIST. GROUND _ — g;1 3� 3.1 3T 6 PLANTING STRIP 4" VDOT 21A a" wor a" wor 4" VDOT 21A 4" voor a" wor 4" VDOT 21A STONE BASE 21A 21A STONE BASE 21A 21A STONE SUBBASE STONE STONE SUBBASE STONE STONE BASE EXIST. GROUND BASE BASE EXIST. GROUND EXIST GROUND BASE BASE 1.0 5 6 2.5 — 2.5 3' 1.0 5 2.5 16, 2.5 6' 10 10 11 11 PERPENDICULAR (TRAVEL LANE) (TRAVEL LANE) (TRAVEL LANE) (TRAVEL LANE) PARKING SPACES j 24' F/C-F/C j 42 F/C-F/C 40' 55' SECTION J - TYPICAL PRIVATE STREET SECTION IYITH NO PARKING (40 ' R/lYJ SECTION E - TYPICAL PRIVATE STREET RSECTION IYITH PARIfING HYBRID (55' R/lY) SHERIDAN STREET (PRIVATE STREET) hER#YV LANE (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 95 MPH CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 20 MPH PERPENDICULAR PARKING ONLY EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST GROUND rn o 00 Q N W O 0 ti C'7 (y) N z -T Q J W0 W N Q > 0 w Ln J z > Q 0 U) z I--- w ~ � w H lil Z�w`, (� `/ 0 W" Y J V LU ul U) J C)r ' H z LuLu H � ' z J w Q V / 0 0c:) N u F w w w a y JOB NO. 182157 SCALE AS SHOWN SHEET NO. ioA 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 2% (1/4" PER FOOT ) A2Q 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 LINEi I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES it SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1/8 BEND 1• COMPRESSION , 3/4' MALE ROPE OXAMUNG OR APPROW D MAL 5' MIN. VDOT CLASS 1 RIPRAP 3. f1' MIN. e" PIPE 6' 6" D.D. STO VDOT NO 1 NE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I Q 1 INITIAL BACKFILL BEDDING 3 STONE O PIPE * STABLE SOIL ROCK D.D. 12' SECTION A -A *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS FOR TEE OR WYE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENCH TO NOT To SCALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ANCHHOIR IF ACCOMMODATE CONCRETE ENCASEMENT W #68 STONE. REQUIRED. , rl BEDDING E) M LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED P. /-MATCH E%ISTING PROFlLE , d BANK EXCEEDS 1 T041 ... I MAX. \ A �/ 45* N UNSTABLE B" 4 I e" INITIAL BACKFILL 4 MI T SOIL MI MIN. I B SECTION 1-1 MIN MIN. 68 STONE MIN. •• $7`;,rr:-'..;_✓ T'GRANULAR FILL AS .: yr APPROVED BY ACSA ST L 1 CK' STABLE SOIL OR ROCK' .ii'.`�:':[:•:.. •=.: •r'.•�Y- ;.: i:.:+•:. 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 BACKFILL. ELEVATION 3.THE INITIAL BACKFILL 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 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEE CU.YD. (FEET) CU.YD. BEND L H L H T 90 2.5E 2.5E 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2.0E 2.25 2.s0 0.7s 11 1/4 1.50 2.00 2.50 0.10 90 3.56 3.16 3.21 0.48 8" 45 221/2 2,66 1.66 2.66 2.16 2.77 2,69 0.28 0.13 3.18 2.91 2.6fi 0.32 11 1/4 1,66 2.16 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 i/4 1,83 2.33 2.84 0.18 ASTM A38 AND HEX NUT ASTM A588 (1YP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TR) ALL -THREAD ROD bl WATER MAIN x 24"MIN UNDISTURBED EARTH PLdB .�'-''_.-,?') �CIASS A-3 OCKRETE MIN e" UNDISTURBED Fl EyATIDM SEMON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GNEN TWO COATS OF ASPHALNC PAW AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED 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 INCR NTERED AND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFIIIFO WITH COMPACTED 21A STONE AND TOPPED WITH 10" OF VDOT CLASS 1 RIPRAP. - SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ' EASE ACCORDINGLY. SIZE, 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. SROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL STREAM CROSSING PONSIBLE TO THE VERIFY THE TYPE &SIZE OF 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE N.T.S PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NS FIG, s-7 NTS FIG. W-2 CONCRETE THRUST BLOCKS FlGN W-3 9. W-3c RIS TD-38 ro-2 TD-3 ro-6 C FOR NI A TAO SINGLE FAMILY AL TMMSOR UA ROSIDEIIIIAL AND RRIGNMON SERMM. 111•xl• TEE OI NOR NO SAEATEO FlTTNGS r DUAL SERVICE 1" OONPRESSIDN A 3/4• MILE PPE COUPUNG OR APPROVED EQUAL 1' TYPE W BEFT COPPER O TO URE ON DETACHED SINGE FAMILY RESIOENTAL SEANCE MERE AN ISSMATON METER Is NOT PROVIDED. SINGLE SERVICE NODE: 1) SADDLES SHALL BE USED RI PYL PIPE. FDAST IRON ID - FIRSHED DRADE �PORARDN SICP Sr•�,1: 2wr1 �: 9tY� . .:\'err 2 _BWG( AS v� a.. NEC65ARY SAND Gi 003T NNCflt INCR WgNW ,lYA.'.'N`. 'IA'�'Tyy IN IS:r �`!1'�.- ,- [1METBR ORION PIPE, 1E• •ti2•> UINTEREIN 1MIL1{N6$9) rs.• ,y)�i �E G /1oGREGAIE .., .. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - AINING BACKFILL SHALL CONTAIN ROCK MATERIAL GER THAN 5" IN ANY [NSION TIAL BACKFILL* " 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 INC. 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 12 3/8" WATER CAST IRON LID 18" METER BOX 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 - P:7c�1110 PVC THRUST VALVE B M.J, FITT BOX VARIES PLUG PLACE 5' GALVANIZED " 'WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE: HYDRANT MUST BE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- 'F VILLE THREADS WHICH IS THE LOCAL STANDARD. FINISHED GRADE LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18'_22" 7 CU. FT, ALYE BO of I ADJUSTABLE TRAFFIC RATED #68 STONE ! II VALVE BOX W/ LID z u 4 "MIN �;;� 6" GATE EN ?B. 250E P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE fI WHEN THE SOIL IS DISTURBED OR WHEN 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 TO 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 TD-8 FRAME & COVER (SEE FIG. S--I-D,E) SLOPED AREAI,,,E STREET SURFACE OR NON -PAVED AREA V-O" MAX M.J. GATE VALVE Lic. No. 035791 05/05/20 7-4 300E PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN J \-RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN P ~- STEPS CAST IN PLACE ;., __ / •. PRECAST REINFORCED A_ / 0 ON-LINE CONCRETE SECTIONS 12 MIN o o N "D" RING SEALS ° 16" MAX 7 BRANCH Lu .� r4 N _ (TYPE "B') MINIMUM ELEVATION 12 y DIFFERENCE ACROSS M.H. 5" SE F �� o' N uT FROM INLET TO OUTLET ` C) SHALL BE 0.2E FEET. - l o VARIES THREADED COUPLING CONCRETE VARIES 4 2" 3 BRASS NIPPLE AND PVC DEPTH OF FLOW FILLETS '� 0 CAP CHANNEL T BE j LUBRICATE ALL THREADS CON DIAMETER OF -- : ..�■, .. °' CONTRIBUTING ='"=-- 'o SEWER. e ' METER BOX (SEE FIG. W-7) .�e -- c A FILLETED INVERT OR A SM00 ° • 12" NOTE: c No. 57 STONE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL I� 2" PIPE SLOPED NOTE : W/ NO. 68 STONE F- w BE CORED AND A FLEXIBLE " " M = TO DRAIN IF GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT INSTALLED VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 0 ® ('M 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE C7) 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 7 PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN a (� L DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN Q (TYPE "A") SHOWING BRANCH TIE-IN No W � TYPICAL BLOW -OFF ASSEMBLY N,T.S NTS cy) FIG. S-I-A - FIG. S-I-B N Q NTS FIG. WI N Q TD-25 TD-27 TD-19 > O Lu _J (1" (25mm) DM HOLES ON32 3 4• (11 DA J BOLT Cl CLE. 2' (51 mm) LETTERS ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) -0 o (RECESSED FLUSH) > 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA n r [mmm] .! U) Lu 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/z' DLA 1 1/2' [89Smm] [38mm] 25 1/4• DIA T [667mm] � [778mm] ) r24' DIA [606mm] f 28 D i [722mm] [i8mm] 7 35" B' w [9t4mm] FRAME SECTION (2) CUEDrp PICKHOLES LU 1 1/2- I- (� y W [3&nm] z <j �aJ (vc BBARS U Z 1 1/B' (29mm) DA ASS 1 J Y W I� ] 1/2' [36mm] 3 1/8' I_ [79mm]in `^ _j 23- DR [ CIALU 25" [635ETR LuOF o.o. of GasKEr c600vE N SECTION L.L UOw MIS 1 1/2- Q 2[mimmjw� [n7 mm7 2C DA � [BDBmm] I- WD R D 7 36• Dw M 28' 0 o MESEC I'- FRAME 6EC1lON I 13/16- [2--.Dmm1 RIMS) UEELAS (SEEMED, •(tw 3 13/16' [54mm [Tsmm 1 3/B" s 9/18' D.D. OF CKi GROOVE �1I BOLT [Ia SECTIONVIEW 1/4• OR"F Dw SEE ASSEMBLY NEOPRENE f:A41(Ef DETNL42 (0 RSM1 1/16 X 5/8 N 1 1/2 �1 1 RUBBER PAT/ O-,1,"- $C W {� (R6 ,3 II 1 5/B' (� 6.T xL1t s/R-IIS} 1/4 ss [ 2,0E -11� I41mm PARN V02G125D 1 1/8• (29mm) DA BG4 [6mm I1Smm •53 pA STANUDES STEEL ROD PN!%E0981}18 13" m s PLAN VIEW PICKBAR S LOCNLW HOLE DETAIL NOBS NUI' KK 5/8-11 III M•U( P.1R(/ Omm20, 1, ALL RNNHOLR MInPN 100 YEAR ILIXMPWN 9R LOCATED IN AREAS SUBJEtt TO RDCOW6 SHALL HAZE WAIFAnO1T FRAME k COVER (Z) OBSNIR KK JW S/8-tt TN 2 COVERALTERSHAIMELL L BE I FOR O FRUMR:NT UN UO WILL LW: E OR SMIU pfRE/ LOON, ,21'8 S COVERS SXNL BE FlMED TO FRAAffS Mnl LOLNING LURE OR SYILWt ASSEMBLY. TYPICAL WATERTIGHT I=mS"11 # aoolss}sefi MANHOLE FRAME & COVER LOCK LUG ASSEMBLY ILT.S FIG 54-E F- W_ W p W Of 2 C U) JOB NO. 182157 SCALE N/A SHEET NO. 11 ;31 PLAT b rxEoao CONCRETE STEPS Structure Area (Acres) Cw to (Mill.) 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 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.14 0.80 6.0 -- 42 0.15 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 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 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 - YD11 0.00 0.90 5.0 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 I YD13C 0.09 0.40 6.0 f- 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 YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 0.35 12.0 YD16D 0.21 0.35 12.0 YD16D1 1.25 0.35 12.0 _ YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 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 ROOF? 0.04 0.90 5.0 ROM 0.04 0.90 5.0 ROOFS 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 ------------------------------------------------ -------------------------------------------------- 0 J ----iNTRTEMPLE CHURCH. JANSTHE i - 0 J ----iNTRTEMPLE CHURCH. JANSTHE i - ATiON 819]0 l =-��- H-- ' •» »»•» •;• •u........... 9 DANIELS, HOWARD G CAREf ETAL TRUSTEES/ r l ' \ /1 \� iJ LBOx D.8.2]56. ge.i4e II •PrYhone' ��, O ••••••• r I : -' ---------- A ' ©' YD8 '�• -__----__ li 11 �� � • �� � AI 11 1 - yy� 1 ♦ I l l 11 l ♦ •♦ T � 1 1 ♦� . , 1 1 1 1; \ ,&OOPS - ♦ k♦�1!}� I'1 '1 1 1,4 o 11 1 N 1 1 Al H LDIN's, LC •r a.H"• • > �iP.71 '�• v 11 1 r • \ \ D e P.z04 46 I u,e , • v .\ � l _ - `� `� \ `� ' ' 'i \ III \ / � s I\\111 1 CY � 1 p0 • `\`I I`I llmll I111 `, `1 `Y IH : •' __ 1 0 �' I lot l l 1 I q - - = 6 • .' • r �- � � �- i? � A- •. I •" - �"` • sr OS • II r r0-'sa¢ `\� `.� . ` \ `` __ ° I I / 51OC ♦ p __ �°.,' _ � -- ; ' �: o_. ' � ,,4;' � ♦ -, I, ' ROOF3.q pYOLA.W'iY ...+ .`.• ♦• -: _ i • i 64 \ \` \` :I ___' • - s e _ o J' I Y i ♦♦/ % / 0 I' - _ \ , // lit I\ . :.. - 1 �' . . . . -- 0 I I \ I , � TG s ' • _„{: � �� '/ -/ � • I a ' 'n'- : r. 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' • 88 � � ♦♦ _ I. , I � -- a.- r r / i ,f• -' i rrr i ' ; ♦; fiz c`- i YDiSE,' O♦' - . ;• !II I: « _ ♦♦•.••• i_%yi:' ♦ .'� -' i j� , r ,...� �� r' rd. .. i / ,::' _� ,i '' ',. :;;M f i I i r _- _ __ __ _________ �_ a nnr - : i! .♦♦ , X♦• � I I _., • ..., i N _ j ss 7 r,' \`: - _--- --- • y• r- -- 'sS5 � v� L�..y '•- l i li I � r oss.�� �i/�/�_ ♦♦♦♦J i i i i �i •1 li =»____ - t '.• - .. ; ' r 1. \ Ir IJLJTT15n c' ® • i.: - r •i `\� \``_ %i %' ov ♦ ,' YDJ6E �� g 1 I • i I r • I I ♦♦ ._ _ •♦ • • ♦• Y♦ ti : I : ROOF32 .1 _ 4 :- � • � ' • 1 \ • �• I ROOF7 i -- _ � ' • ,� ♦♦1, ♦♦�. i i �r r- :.. T-.. ' : ' • iD3oA \ P \ I` ~ • �, RONAYNI LLC _ I♦ •\ • • r • D.B. a]1QD.402 .1 6o D.i •�.- .♦ ♦ ♦ ♦♦ m __ _; l_ • • 1 \• •• M•t I �I I •:.I J44 - / � \` _• D.8.0 POWPLA1 ♦♦♦ ♦ • ♦ _ • r `'_ • • • `\ �1 ♦♦•�' ••ill• 1 I- ' i ♦ • \ O .• ♦•♦♦ • .• i TYD16Di : - i# t ... - . _ i • ` \' ss w \ \ C] °," • •�• IrL �I•. ' ♦ �. . 1 I •. I • i -- sa° y♦ v _ � •,r ♦ 1, • I ♦.. I 0, v. • :�- I Y -' 6B � •✓ \ I I f � �, L II Ir I 3 �I _-__ 1 • I -__.- ♦1t• ' • ROOFIIA 1 • II I ♦♦_� • I � � - T • � •••♦ ♦. - I I � - SIG 54 :a= `I . 7 8B I I � --_ C • ♦ •.-' • • '' ♦ I • __. ____{ I ' YD10 I i• : I �• __ _ • ROOF6 - i ' --' _ ♦ i \ ss ♦♦ Fa, YD2 S: r • g BERWY - LANE ---- • '♦ ' �' a _ ♦ 453 : li '\ Lo 1A / I' �- • ... ... 6 - . °s k i ` ` ROGER SCHICKEDANTZ / - 56 • . ♦ l D.B.62BP.616 PLAT r :N'r 6 __ ___ _-_ ____ -___ .__ _ �_ ___ __� _ _ • D.B. 630d 164 P1AT 1 I l - 2 \.- • • i; ♦ , • ♦ _ `\ : • _ V 1 D.B. 1244 P. 461 I`_ ' : `__' 1 i •♦ ♦ I \ 5 IF I 47 • �- ' • ' 5 ♦__ _ ' : ♦ a- ROOF38 .':.: - .•.' • . - ROOFi • 2B •• : µ' • ,`T__ \ `- --.'! I wH. . sa � 1 MOR♦ • r - O ♦ x••• _ - 2 i ♦♦ ' BE �JCH MARKf$-- • I •♦♦ saa • • • ♦ ♦ CHARLOTTES) E GI 1 - Va Pub�roxlmdte . ♦♦ ... a - - +• ♦♦�♦♦ li_ - .t r i �ROU$E-SIRINE 'i - ♦Imo__. - YD1.6A ♦ ♦ --- iz 4m �Anb11 me • - --r,lE X�,4Mrt • 1 sa] _ ♦ -- • ----- -- +� t 104 ulo �OO._N'g88 23U.40 i 1 -_ - • •• - -- - - EL --�-: a '_11, ____ss° •.♦♦ �♦ tF_. G _ ♦ 1Y'r �♦ I FEVl�A16DL♦5277t ♦� M e pe 96 :lu '• f •• A 4 � • •••.•. sco:rs °H 2 feeq vl l9 PE1 Soo ............ 8 \ _ - A y _ _ _ 1 - --- - `_______ __ _- _ x° __-__-_______ - onranry Poleai ,PM1one i X_ QX , - NV OUT 1 4a1A1LBO}(_ - ______ NV IN m __-._-_t__-__�_ �\_-__ _-_.- _ _ P ¢27.32 roximate ___._. -__ _ __- _ - ___________ z II - PuOiC Service E3mt. ` �/ '1'.\ prox. 10' VEPCO Esmt. VDW.' - �i'�- T I 2 TM 90-21e < _ ` I .8.221 P.305 '�'X 1 D.8.462 P.116 IRON._Tr___T'�T}q{-�'__�rf�_l _AT / HEN B. HENR - MP 1F m I I g ---- ULWJ P9BATTEN, JR. I `\ x" \ • •\ '1 `•\ D.B.288 P.80 II `� D.6 2816 P.07 ---- Im8 D.B 338 _P. 36, 37 L4T LOT 1 d '0.B. 1]1] P. 33 I `\ I '�J TMP90.21H / l ° I I WIL RR.gNO L, D.B 1358 P. 226.22]FLAT 1 1 \ 7'y1P9D21H /. 1 i I' DOROTHY B. HOW 60� 0 30 EV .SHIFFLETT N p D.B. 3289 P.60. ]1 PlAT Y..' /- 1 D ROTHY B. HONT T I` N ` ' 1 0 B> &q P. ]1 PLAT Q I \ I� / ` 1 ` DB 1�ZP 31' 't' D:B. 1717 A31 I 1 .. .Y'26.]2_]PIAT `alp � .� \ I/ i'IOi B. 13W P. 226. 227PLAT - --___ _ I m inch r a �l 1 I '� -_ 'I I .� '•� �� (7N FEET ) - 60 ft. - l r Z: ♦ I r r r 1 • r • i - YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. (DA.m) (in.) LENGTH' (t) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD1 12" Yard Inlet 534.00 8 21.25 4.71% 5:�0.00 529.00 HOPE YD2 1 15" Yard Inlet 539.50 8 23.75 3.16% 1 53.00 534.25 HDPE YD3 12" Yard Inlet 544.00 8 15.25 1.64% 5 .00 539.75 HOPE YD4 30" Yard Inlet - Dome Top 555.67 15 41.00 2.85% MD. 17 549.00 HDPE YD4A 30" Yard Inlet - Dome Top 555.75 12 4.00 8.25% 5'.0.50 550.17 HOPE YD5 12" Cleanout 577.25 8 20.50 3.66% 574.25 573.50 HDPE YD6 15" Yard Inlet 591.83 8 31.25 3.20% 5E8.67 585.67 HOPE VD7C 12" Vard Inlet 619.00 8 42.75 1.75% 615.00 614,25 HDPE YD7B 12" Yard Intel 617.50 8 23.50 1.06% 614.25 614.00 HDPE YD7A 12" Cleanout 618.00 8 73.75 9.49% 1 614.00 607.00 HOPE YD7 12 Cleanout 611.00 8 22.75 14.29% 607.00 603,75 HDPE YD7E 12 Yard Inlet 829.83 6 41.75 13.96% 625.83 620.00 HDPE YD7D 12" Yard Inlet 625,00 8 27.75 18.02% 620.00 615.00 HOPE VD8C 12" Vent Inlet 623.83 8 38.75 8.18% 819.17 616.00 HDPE YDBB 12" Yard Inlet 618.83 6 60.75 0.82% 616.00 615.50 HDPE YDBA 12" Cleanout 620.00 8 1 26.25 2.55% 615.50 614.83 HOPE YD8 12" VaM Inlet 618.50 8 73.50 14.73% 614.83 604,00 HDPE YD9 12" Yard Inlet 607.50 8 32.50 0.77% 94.25 SIX 00 HDPE YD10A 12" Vard Inlet 549.50 8 92.50 3.78% 515.50 542,00 HDPE YD10 12" Vard Inlet 546.00 8 43.50 1.72% 512.00 541.25 HDPE YD11A 12" Yard Inlet 538,00 8 19.75 0.86% 5:4.50 534,33 HDPE YD11 12" Cleanout 539.00 8 7.50 6.67% 5C4.33 533.83 HDPE YD12A 12" Yard Inlet 568.67 8 15.75 1.08% 5E5.50 W5.33 HOPE YD12 12" Cleanout 567.50 8 94.00 1.41% 565.33 564.00 HOPE YD12B 12" Vard Intel 570.33 8 20.50 4.88% SEfi.33 565.33 HDPE YD131 12" Yard Inlet 597.00 8 41.50 13.86% 5C2.50 588.83 HDPE VD13H 12" Vard Inlet 589.50 8 30.25 0.53% 5E8.83 5%.67 HDPE YD13G 12" Yard Inlet 590.33 6 49.00 0.69% 5E8.67 586.33 HDPE YD13F 12" Cleanout 593.50 8 27.50 0.58% 566.33 586.17 HDPE YD13E 12" VaM Inlat 592.00 8 22.00 0,77% 566.17 586.00 HDPE VD130 8 69.00 2.%% 5E8.00 584.25 HDPE 12" Cleanout 595.00 VD13C 12" Yard Inlet 589.60 8 30.50 18.03% 5E4.25 578.75 HDPE YD13B 12" Yard Inlet 586.00 8 35.50 16.20% 5,8.75 573.00 HOPE VD13A 12" Vard Inlet 57fi.00 12 50.75 0.49% 573.00 572.75 HDPE YD13 12" Cleanout 577.25 12 36,00 0.69% 572.75 572,50 HDPE VD13M 12" Yard Inlet 603.00 8 46.50 0.54% 6C0.00 599,75 HOPE YD13L 12" Vard Inlet 607.00 8 90.75 0.55% %9.75 599.25 HDPE YD13K 12" Vard Intel 607.75 8 14.50 15.52% %9.25 597.00 HDPE YD13J 12" Cleanout 601.00 8 35.50 18.31% 5C2.00 585.50 HOPE YD13N 12" Vard Inlet 623.00 8 6000 1917% 818.00 604.50 HDPE YD13P 15" Yard Inlet - Dome Top 804.92 8 111.00 12.91% 6CO.33 586A0 HOPE YD130 12" Yard Intel 589.75 8 35.00 19.29% 5E0.00 573.25 HOPE YD14 12" Vent Inlet 608.00 8 605.25 0.03% 625.50 605.33 HDPE VD75B 12" Vard Inlet 571.00 8 35.25 12.28% 5E8.33 582.00 HDPE YD15A 12" Vent Intel 5M.00 8 6T50 1.97% M8.33 557.00 HDPE YD15 12" Vard Intel 501.00 6 15.25 3.28% 557.00 556.50 HDPE VD15D 12"Yard Inlet 581.92 8 71.25 0.59% �9.25 558.83 HDPE VD15C 12 Yard Inlet 568.00 8 69.75 0.72% Y8.83 558.33 HDPE YD15E 12" VarO Inlet 560.00 8 W.25 0.69% 557.25 557.00 HOPE VD18A 30" VaN Inlet -Dame Top 5/7.33 12 19.25 3.12% 553.35 542.75 HDPE YD16 24" Cleanout 550.25 12 8.75 5.71% 5CA.50 534.00 HDPE YD16C 3U' Vard Intel 554.00 12 44.00 3.41% �0.50 549.00 HDPE YD16B 12" Cleanout 554.25 12 81.00 3.70% 5L9.00 546.00 HDPE YD16D1 30" Vard Inlet 557.00 8 3C33 3.41% 553.00 551,83 HDPE YD16D 3(Y' Yard Inlet 555.83 8 21.83 8.38% 5f1.83 550.00 HDPE YD16F 30' Yard Inlet 563.67 8 39.50 8.66% 559.67 556.25 HOPE YD16E W' Vard Inlet 560.00 8 74.67 1,67% 558.25 555,00 HDPE ROOFI2A 12" Cleanout 559.75 8 5.00 1.60% 555.00 554.92 HDPE ROOF12 i i I I i 12" Cleanout 559.42 8 1 20.75 1 4.43% 1 5_°4.92 1 554.00 1 HDPE Lic. No. 035791 08/24/20 AF C ZZ F ZZ O Q W g 0 O a ou F h j J aL < L Z 0 r¢-r ~ w j Z w i Ln C Lu - ce a J ' 0 Iz a d Q n_ � z J 0 L � Q (n 0> gO � J a d ¢ a Of 0 > 0 >_ Z 0 Z u) Z) g w J Q = JJ J oc Z If w L7 � Q Z Q (Z.7 i Y ¢ 1 In J 0 nz 5 LL Os O CD CD CD N N N N W Z co ® co M N M z 1 WICY) N Q N w < Q > O J � � J Warm > < A w L9 I 2 O 1 �LL] A/ L V WU 1 Q Y J � H 0 J I W Zw U z Jw J Q ® O N u W a Ln JOB NO. 182157 SCALE 111 _ 301 SHEET NO. 12 I Design Storm Year= 10 Design Storm Year= 10 Design Year: 10 Project: Springhill Job#: 182157 Prepared by: AMI, PE TH 0Fll SCOTT R. LINS�Z Lic. No. 035791 n 06/16/20 jONAL w Z CD z w n Z O U O N 0 c 3 U a ,s... o y rT c o U c � 0 a 0 U 0 0 _ y0 c a N U c N O o 3 N 0 n a T c o o N U O o r o n c o N O r o a o UE z Z_ w w z Z w J 0 1 N ax m m E U O o U 0 c 0 a o POINT DOWNSTREAM DRAIN RUNOFF CA DJI.ET RAIN RUNOFF DIVERT LENGTH Z OO u LLJ O l7 O � J a J ti F z w W a (] W >>aaa w O W a (] W Z w U O > ciS Z � W J Q W w d Lu W w rY H Z w U O > ciS Z � W J Q W w d Lu W w rY H Z w U O > ciS Z � W J Q W w d L W w rY 11-I a M •\-I O N •\-I O O N O CD O N CCD O r M (Y) N I WJ O VJ N N > w J `) LU H T 1 U Y uJ `� V J WCD Zw - J W n/ LL J 1 N U zM Q Q O r ^ V I z� J O a LL0 I� z Q � J W Q J Q i--i z J LL Q H� 2 (Ij z cic W W W a JOB NO. 182157 SCALE N.A. SHEET NO. �3m STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VII. FLAW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. -� 1 I 11 11• 11 ��------_- ®- �- III 1 • I 1 1 � '®" '®�------_- ®- 11� ® 1 1 1 1 • 11 ®®------_- 1 �- 11• 1 1 11 11 ���------_- III 1 • I 1 1 �� '®�--_---_- ®- ���------_- ®- ®®------_- .®®------_- ®- �- III 1•I 11 �®®�------_- ---______-__ M 11 - for inlets draining to stoonwater management facilities, where overland flow to facilities is not avilable, 100% capture is required at 6.5in/hr 11 - for inlets draining to stornwater management facilities, where overland flow to facilities is not available, 100% capture is required at B.SiNhr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curt and Gutter Inlet a D F Y _ 0 4 N ry - � .G C 5C w C 4 . y .E 'w'^ U 0. 0 � 2, m _ 'o 1. 0 3 `u r0 n 10 o 8 W V m 19 1 " n w 3 I- o 'A a 'g w o _ o w " a aa n < 0 U a a a M. 9 � rn o� r - � r rc left 0.17 0]5 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.02002 1A000 9.5] right 0.18 0.721 0.1M 0]8 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.38 2 3C 10.0 combined now 1.6 0.14 0.302 6.91 eft 0.05 0.75 0038 0.26 oeo 0.24 0.0010 0.0200 2.0 0.0200 1.0000 6.05 right 0.05 o2] 0.038 0.24 0.00 024 0.0010 0.0200 2.0 0.0200 1.0000 6.05 6 3C 6.0 combined now 0.5 008 0.1]2 3.94 left 0.04 0.65 0.026 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.2] right 0.03 0.85 0020 0.13 000 0.13 0.0010 0.0200 2.0 0.0633 4.1650 4.73 16 3C 8.0 carrbnedfbw 0.3 0.0fi 0.123 2.82 left 0.08 0.85 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 8.11 right 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 6.14 28 3C 6.0 corrtnedfbw 0.5 0.08 0.1]8 4.04 left 0.06 0.65 0.039 0.25 1.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 6.14 right 0.07 0.65 0048 0.30 non 0.30 0.0010 0.0200 2.0 0.0200 1.0000 6.50 56 3C 6.0 corrbbed fbw 0.5 0.09 0.188 4.28 eft 0.09 0.85 0059 0.38 000 0.38 0.0010 0.0200 2.0 0.0200 1.0000 7.15 right 0.09 0.65 0059 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0200 ,.0000 7.15 566 3C 8.0 carrbned fbw 0.8 0.03 0.204 4.67 left 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0200 1.0000 7.54 right 0.12 0.75 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0200 1.0000 8./0 70 3C 8.0 co0bned fbw 1.0 0.11 0.248 5.69 eft 0.04 0.75 0.030 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.58 right 0.Me 0.75 0.045 0.29 0.00 0.29 0.0010 g.0200 2.0 0.0200 1.0000 6.48 76 3C 6.0 c°rbned fbw 0.5 0.08 0.1]2 3.94 If' 0.18 0.65 0.117 0.78 0.00 0.78 0.0010 0.0200 2.0 0.0200 1.0000 9.27 right 0.18 0.85 0.117 0.]8 0.00 O.7fi 0.0010 0.0200 2.0 0.0200 1.0000 9.2] 102 3C 10.0 corrbnetl fbw 1.5 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 stonnwater management facilities, the 6.5iNhr check stone will sufice for the 10yr conveyance to the facilities -for inlets draining to stonnwater management facilities, the 6.5irdhr check stone will sufice for the 10yr conveyance to the facilities 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. 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 0Fll Q ��� SCOTT R. LINS�Z Lic. No. 035791,' 06/16/20 o��`S'SIONAL IF, w W z U z w Z J 0 U 0 C y 0 U C T 3 w 0 0 0 s o y .3 m c iY O 0 C o M m C O 0 � 0 n c a a c 0 U 2 m C 0 U 0 off) _ E - J N U C `ui o o 3 0 0 n n T C o _o 0 w ° d O C o r n c N o r 3 17 O o 0 C E 0 Z_ lY w W Z z W _z J O U o y O o > w U N T N - 0 '�' C N E U -Up -U o U y y 0 � c o rn o o- d 0) F STRUCTURE DRAINAGE Z> O Flrr' LLJ � LLI W) � a ) J ,Q-, I--- Z w � U U CC W a W >>aaa °C w � U U iY W a W I!) °� Z w U O > ciS Z � U W J CC Q W m w CL W to W r H Z W Z 0 U O > > ciS Z � U W J CC Q W m w CL 0 W to W 0r H Z w Z U O > > ciS Z � U W J cc Q W m w CL 0 W to W 0r ce W Q tl, .--I M �--i .-4 O N N O " N O N O O C) N O 0 M ® M N IZZI M �} z 0!1 N W T�T V) N N >O// w �� > W 0 �-j IZ. GJI/_ 1 W Y Ljj ♦D v) W WCD ZN LLL �/�/�� V! w �/ LJ_ /U LL Q N O O z Q J Q Q LL a z 1--( w r n v Q J ~� > J J ~4 1�1 D � �4 Ii ^ 0- / n `/ b n d r ^ V I z� O LL- I� Qo J J Q w� 1 I f 0 7 Z a � Q F W (n JOB NO. / j 182157 SCALE N.A. SHEET NO. 1/, `t D (R7) FLOW TYPE RJLEC TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (INMR) Q (CFS) YDl 12"Nybp6st Yard Inlet 0.42 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YD1 12"Nybp6st Yard Inlet 0.42 4.49 0.11 O.SO 6.50 0.358 1.07 WEIRFLOW YDl 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.11 O.SO 4.00 0.220 1�3 WEIRFLOW YDl 12"Nybplast Yard Inlet-50%coged 0.21 2.25 0.11 O.SO 6.50 0.358 1.69 WEIRFLOW YD2 15"Nybplast Yazd Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0.51 WEIRFLOW YD2 IS"Nybplast Yazd Inlet 0.64 5.40 0.12 0.30 6.50 0.234 0.71 WEIRFLOW YD2 15"Nybp6st Yard lnbt-50%cloged 0.32 2.70 0.12 0.30 4.00 0.144 0.82 WEIRFLOW YD2 15"Nybp6st Yard Inlet-50%cloged 0.32 2.70 0.12 0.30 6.50 0.234 1.13 WEIRFLOW YD3 12"Nybp6st Yard Inlet 0.42 4.49 0.04 O.SO 4.00 0.080 039 WEIRFLOW YD3 12"Nybplast Yazd Inlet 0.42 4.49 0.04 O.SO 6.50 0.130 0.54 WEIRFLOW YD3 12"Nybplast Yazd Inlet-50%coged 0.21 2.25 0.04 O.SO 4.00 0.080 0.62 WEIRFLOW YD3 12"Nybp6st Yazd Inlet-50%cbged 0.21 2.25 0.04 O.SO 6.50 0.130 0.86 WEIRFLOW YD4 30"Nybplast Yazd Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIRFLOW YD4 30"Nybp6st Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4 30"Nybp6st Yard Inlet-50%coged 1.43 4.30 1.64 O.SS 4.00 3.608 4.00 ORIFICE FLOW YD4 30"Nybp6st Yard Inlet-50%coged 1.43 4.30 1.64 O.SS 6.50 5.863 Z03 ORIFICE FLOW YD4A 30"Nybp6st Yazd Inlet 2.85 8.60 1.64 O.SS 4.00 3.608 3.23 WEIRFLOW YD4A 30"Nybplast Yazd Inlet 2.85 8.60 1.64 O.SS 6.50 5.863 4.00 ORIFICE FLOW YD4A 30"Nybp6st Yazd Inlet-50%cbged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4A 30"Nybp6st Yard lydet-50%coged 1.43 4.30 1.64 0.55 6.50 5.863 7.03 ORIFICE FLOW YDS 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIRFLOW YDS 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.35 6.50 0.182 0.68 WEIRFLOW YDS 0 12 N b last Yard Inlet - 50/o cb d Y P � 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIRFLOW YDS 12"Nybp6st Yard ltilet- SO%cbged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIRFLOW YD6 15"Nybp6st Yard Inlet 0.64 5.40 0.21 0.45 4.00 0.378 0.98 WIIRFLOW YD6 15"Nybplast Yazd Inlet 0.64 5.40 0.21 0.45 6.50 0.614 1.35 WEIRFLOW YD6 15"Nybp6st Yard Inlet-50%cloged 0.32 2.70 0.21 0.45 4.00 0.378 1.56 WEIRFLOW YD6 15"Nybp6st Yard Inlet-50%cloged 0.32 2.70 0.21 0.45 6.50 0.614 2.15 WEIRFLOW YD7B 12"Nybp6st Yard Inlet 0.42 4.49 0.19 0.35 4.00 0.266 0.38 WEIRFLOW YD7B 12"Nybp6st Yard Inlet 0.42 4.49 0.19 0.35 6.50 0.432 1.21 WEIRFLOW YD7B 12"Nybplast Yazd Inlet-50%coged 0.21 2.25 0.19 0.35 4.00 0.266 1.39 WEIRFLOW YD7B 12"Nybp6st Yazd lNet-50%cbged 0.21 2.25 0.19 0.35 6.50 0.432 1.92 WEIRFLOW YD7C 12"Nybp6st Yazd Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIRFLOW YD7C 12"Nybp6st Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIRFLOW YD7C 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.09 0.35 4.00 0.126 0.35 WEIRFLOW YD7C 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIRFLOW YD7D 12"Nybplast Yard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0.41 WEIRFLOW YD7D 12"Nybp6st Yazd Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0.56 WEIRFLOW YD7D 12"Nybp6st Yazd Inlet-50%cbged 0.21 2.25 0.06 0.35 4.00 0.084 0.65 WEIRFLOW YD7D 12"Nybp6st Yard lydet-50%coged 0.21 2.25 0.06 0.35 6.50 0.137 0.89 WEIRFLOW YD7E 12"Nybp6st Yard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0.41 WEIRFLOW YD7E 12"Nybp6st Yard Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0.56 WEIRFLOW YD7E 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.06 0.35 4.00 0.084 0.65 WEIRFLOW YD7E 12"Nybp6st Yard Inlet-50%cbged 0.21 2.25 0.06 0.35 6.50 0.137 0.89 WEIRFLOW YD8 12"Nybp6st Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WIIRFLOW YD8 12"Nybplast Yazd Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIRFLOW YD8 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.09 0.35 4.00 0.126 0.85 WEIRFLOW YD8 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLOW YDBB 12"Nybp6st Yard Inlet 0.42 4.49 0.24 0.40 4.00 0.384 1.12 WIIRFLOW YDBB 12"Nybp6st Yard Inlet 0.42 4.49 0.24 0.40 6.50 0.624 1.55 WIIRFLOW YDSB 0 12"N b 6st Yazd Inlet-50/o clogged Y P 0.21 2.25 0.24 0.40 4.00 0.384 1.78 WEIRFLOW YDSB 12"Nybp6st Yazd lNet-50%cbged 0.21 2.25 0.24 0.40 6.50 0.624 3.67 WIIRFLOW YD8C 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.30 4.00 0.096 O.J4 WEIRFLOW YD8C 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.30 6.50 0.156 0.61 WEIRFLOW YD8C 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.08 0.30 4.00 0.096 0.71 WEIRFLOW YD8C 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.08 0.30 6.50 0.156 0.98 WEIRFLOW YD9 12"Nybp6st Yazd Inlet 0.42 4.49 0.04 0.30 4.00 0.048 0.28 WEIRFLOW YD9 12"N last Yazd Inlet YbP 0.42 4.49 0.04 0.30 6.50 0.078 0.39 WEIRFLOW YD9 12"Nybp6st Yazd lnbt-50%cbged 0.21 2.25 0.04 0.30 4.00 0.048 0.44 WEIRFLOW YD9 12"Nybp6st Yazd lnbt-50%cbged 0.21 2.25 0.04 0.30 6.50 0.078 0.61 WEIRFLOW YD10 12"Nybp6st Yard Inlet 0.42 4.49 0.19 0.40 4.00 0.304 0.96 WEIRFLOW YD10 12"Nybp6st Yard Inlet 0.42 4.49 0.19 0.40 6.50 0.494 1.32 WEIRFLOW YD10 0 12 N b 6st Yard Inlet-50/o clogged Y P 0.21 2.25 0.19 0.40 4.00 0.304 1.52 WEIRFLOW YD10 12"Nybp6st Yazd Inlet-50%coged 0.21 2.25 0.19 0.40 6.50 0.494 2.30 WEIRFLOW YD10A 12"Nybplast Yard Inlet 0.42 4.49 0.08 0.40 4.00 0.128 0.54 WEIRFLOW YD10A l2"N Est Yazd Inlet YbP 0.42 4.49 0.08 0.40 6.50 0.208 0.74 WEIRFLOW YD10A 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.08 0.40 4.00 0.128 0.35 WEIRFLOW YD10A 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.08 0.40 6.50 0.208 1.18 WEIRFLOW YD11A 12"Nybp6st Yard Inlet 0.42 4.49 0.04 O.SO 4.00 0.080 039 WEIRFLOW YD11A 12"Nybp6st Yard Inlet 0.42 4.49 0.04 O.SO 6.50 0.130 0.54 WEIRFLOW YD11A ° 12'N b 6st Yazd Inlet-50/o clogged Y P 0.21 2.25 0.04 O.SO 4.00 0.080 0.62 WEIRFLOW YD11A 12"Nybp6st Yazd Inlet-50%cbged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WIIRFLOW YD12A 12"Nybp6st Yard Inlet 0.42 4.49 0.41 0.30 4.00 0.492 1.32 WEIRFLOW YD12A 12"Nybp6st Yard Inlet 0.42 4.49 0.41 0.30 6.50 0.800 1.33 WEIR FLOW YD12A 0 12 Nvb Est Yard Inlet-50/o cb d . P � 0.21 2.25 0.41 0.30 4.00 0.492 1 2.�8 WEIRFLOW YD12A 12"Nybp6st Yard Inlet-50%cloged 0.21 2.25 0.41 0.30 6.50 0.800 6.02 ORIFICE FLOW YD12B 12"Nybp6st Yard Inlet 0.42 4.49 0.36 0.35 4.00 0.504 1.34 WEIRFLOW YD12B 12"N last Yazd Inlet YbP 0.42 4.49 0.36 0.35 6.50 0.819 1.86 WEIRFLOW YD12B 12"Nybp6st Yazd lnbt-50%cbged 0.21 2.25 0.36 0.35 4.00 0.504 2.39 WEIRFLOW YD12B 12"Nybp6st Yazd lnbt-50%cbged 0.21 2.25 0.36 0.35 6.50 0.819 6.31 ORIFICE FLOW YD13A 12"Nybp6st Yard Inlet 0.42 4.49 0.04 0.30 4.00 0.048 0.28 WEIRFLOW YD13A 12"Nybp6st Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 0.39 WEIRFLOW YD13A 12"Nybp6st Yard Inlet-50%cloged 0.21 2.25 0.04 0.30 4.00 0.048 0.44 WEIRFLOW YD13A 12"Nybp6st Yazd Inlet-50%coged 0.21 2.25 0.04 0.30 6.50 0.078 0.61 WEIRFLOW YD13B 12"N Est Yard Inlet YbP 0.42 4.49 0.10 0.35 4.00 0.140 0.57 WIIRFLOW YD13B 12"Nybp6st Yazd Inlet 0.42 4.49 0.10 0.35 6.50 0.228 0.79 WEIRFLOW YD13B 12"Nybp6st Yazd lydet-50%coged 0.21 2.25 0.10 0.35 4.00 0.140 0.91 WEIRFLOW YD13B 12"Nybp6st Yard Inlet-50%coged 0.21 2.25 0.10 0.35 6.50 0.228 1.25 WEIRFLOW STRUCTURE DRAINAGE D (M) FLOW TYPE INLET TIDE AREA (FT2)(FT) PERIMETER A (ACRES) C I (INMR) Q (CFS) YD13C 12"N}bphast Yard Inlet 0.42 4.49 0.09 0.40 4.00 0.144 0.58 WEIRFLOW YD13C 12"Nybp6st Yard Inlet 0.42 4.49 0.09 0.40 6.50 0.234 0.80 WEIRFLOW YD13C 12"Nybp6st Yard Inlet - 50% cogged 0.21 2.25 0.09 0.40 4.00 0.144 0.92 WEIRFLOW YD13C 12"Nybp6st Yard lrtkt-50%cogged 0.21 2.25 0.09 0.40 6.50 0.234 1.28 WEIRFLOW YD13E 12"Nybp6st Yard lrtkt 0.42 4.49 0.08 0.40 4.00 0.128 0.54 WEIR FLOW YD13E 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.40 6.50 0.208 0.74 WEIRFLOW YD13E 12"Nybp6st Yard Inlet -SO%cogged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIRFLOW YD13E 12"Nybp6stYard Inlet-50%cogged 0.21 2.25 0.08 0.40 6.50 0.208 1.18 WEIRFLOW YD13G 12"N}bplastYazd Inlet 0.42 4.49 0.06 0.50 4.00 0.120 0.52 WEIRFLOW YD13G 12"N}bplastYazd Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIRFLOW YD13G 12"Nylop6st Yard Inlet-50%cogged 0.21 2.25 0.06 0.50 4.00 0.120 0.82 WEIRFLOW YD13G 12"Nylop6st Yard Inlet-50%cogged 0.21 2.25 0.06 0.50 6.50 0.195 1.13 WEIRFLOW YD13H 12"Nybp6st Yard Inlet 0.42 4.49 0.11 0.40 4.00 0.176 0.6^. WEIRFLOW YD13H 12"Nybp6st Yard Inlet 0.42 4.49 0.11 0.40 6.50 0.286 0.92 WEIRFLOW YD13H 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.11 0.40 4.00 0.176 1.06 WEIRFLOW YD13H 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.11 0.40 6.50 0.286 1.46 WEIRFLOW YD131 12"Nybp6stYard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIRFLOW YD13I 12"N}bplastYard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIRFLOW YD13I 0 12 N b 6stYazd Inlet-SO/o clogged Y P 0.21 2.25 0.09 0.35 4.00 0.126 0.85 WEIRFLOW YD13I 12"Nybplas[Yazd Inlet-50%cogged 0.21 2.25 0.09 0.35 6.50 0.205 1.1^. WEIRFLOW YD13K 12"N}bplast Yard Inlet 0.42 4.49 0.12 0.45 4.00 0.216 0.76 WEIRFLOW YD13K 12"N}bplast Yard Inlet 0.42 4.49 0.12 0.45 6.50 0.351 1.05 WEIRFLOW YD13K 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.12 0.45 4.00 0.216 111 WEIRFLOW YD13K 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.12 0.45 6.50 0.351 1.6^. WEIRFLOW YD13L 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.60 4.00 0.192 0.71 WEIRFLOW YD13L 12"Nybp6st Yard Inlet 0.42 4.49 0.08 0.60 6.50 0.312 0.98 WEIR FLOW YD13L 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEIRFLOW YD13L 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.08 0.60 6.50 0.312 1.55 WEIRFLOW YD13M 12"N}bplastYazd Inlet 0.42 4.49 0.04 0.60 4.00 0.096 0.44 WEIRFLOW YD13M 12"N}bplastYazd Inlet 0.42 4.49 0.04 0.60 6.50 0.156 0.61 WEIRFLOW YD13M 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 4.00 0.096 0.71 WEIRFLOW YD13M 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 6.50 0.156 0.98 WEIRFLOW YD13N 12"Nybp6st Yard Inlet 0.42 4.49 0.01 0.30 4.00 0.012 0.11 WEIRFLOW YD13N 12"Nybp6st Yard Inlet 0.42 4.49 0.01 0.30 6.50 0.020 0.15 WEIRFLOW YD13N 12"Nybp6st Yard lrtkt-50%cogged 0.21 2.25 0.01 0.30 4.00 0.012 0.18 WEIR FLOW YD13N 12"Nybp6st Yard Inlet -SO%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.24 WEIRFLOW YD130 12"N}bplastYard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIRFLOW YD130 12"N}bplastYard Inlet 0.42 4.49 0.08 0.35 6.50 0.182 0.68 WEIRFLOW YD130 12"Nybp6st Yard Inlet -SO%cogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIRFLOW YD130 12"Nybplas[Yazd Inlet -SO%Cogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIRFLOW YDI3P 15"N}bplast Yard Inlet 0.64 5.40 0.30 0.30 4.00 0.360 0.95 WEIRFLOW YDI3P 15"N}bplast Yard Inlet 0.64 5.40 0.30 0.30 6.50 0.585 131 WEIRFLOW YDl3P 15"Nybp6st Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 4.00 0.360 1.51 WEIRFLOW YD13P 15"Nybp6st Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 6.50 0.585 2.08 WEIRFLOW YD14 12"Nybp6st Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.48 WEIRFLOW YD14 12"N}bplastYard Inlet 0.42 4.49 0.09 0.30 6.50 0.176 0.66 WEIRFLOW YD14 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.09 0.30 4.00 0.108 0.76 WEIRFLOW YD14 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.09 0.30 6.50 0.176 1.05 WEIRFLOW YD15 12"N}bplastYard Inlet 0.42 4.49 0.10 0.35 4.00 0.140 0.5^, WEIRFLOW YD15 12"Nybp6st Yard Inlet 0.42 4.49 0.10 0.35 6.50 0.228 0.79 WEIRFLOW YD15 12"Nybplas[Yazd Inlet-50%cogged 0.21 2.25 0.10 0.35 4.00 0.140 0.91 WEIRFLOW YD15 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.10 0.35 6.50 0.228 115 WEIRFLOW YD15A 12"Nybp6st Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIRFLOW YD15A 12"Nybp6st Yard Inlet 0.42 4.49 0.05 0.50 6.50 0.163 0.63 WEIRFLOW YD15A 12"Nylop6st Yard Inlet-50%cogged 0.21 2.25 0.05 0.50 4.00 0.100 0.72 WEIRFLOW YD15A 0 12 N b 6st Yard Inlet-50 /o clogged Y P 0.21 2.25 0.05 0.50 6.50 0.163 1.00 WEIRFLOW YD15B 12"N b IastYard Inlet } p 0.42 4.49 0.06 0.30 4.00 0.072 0.3' WEIRFLOW YD15B 12"Nybp6stYard Inlet 0.42 4.49 0.06 0.30 6.50 0.117 0.51 WEIRFLOW YD15B 12"Nylop6s[Yard Inlet-50%cogged 0.21 2.25 0.06 0.30 4.00 0.072 0.58 WEIRFLOW YD15B 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.06 0.30 6.50 0.117 0.8U WEIRFLOW YD15C 12"Nybp6st Yard Inlet 0.42 4.49 0.09 0.50 4.00 0.180 0.68 WEIRFLOW YD15C 12"N b 6st Yard Inlet 3 P 0.42 4.49 0.09 0.50 6.50 0.293 0.93 WEIRFLOW YD15C 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.09 0.50 4.00 0.180 1.0^. WEIR FLOW YD15C 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.09 0.50 6.50 0.293 1.48 WEIR FLOW YD15D 12"Nybp6st Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 039 WEIR FLOW YD15D 12"Nybp6st Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15D 12"Nylop6st Yard Inlet -SO%cogged 0.21 2.25 0.04 O.SO 4.00 0.080 0.62 WEIR FLOW YD15D 12"Nybp6stYard Inlet -SO%cogged 0.21 2.25 0.04 O.SO 6.50 0.130 0.86 WEIRFLOW YD15E 12"N}bplastYazd Inlet 0.42 4.49 0.04 0.50 4.00 0.080 039 WEIRFLOW YD15E 12"N b IastYazd Inlet } P 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIRFLOW YD15E 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIRFLOW YD15E 12"Nybp6st Yard Inlet-50%cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIRFLOW YD16A 30"Nybp6st Yard Inlet 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIRFLOW YD16A 30"Nybp6st Yard Inlet 2.85 8.60 0.22 0.40 6.50 0.572 0.95 WEIRFLOW YD16A 30"Nylop6st Yard Inlet-50%cogged 1.43 4.30 0.22 0.40 4.00 0.352 1.09 WEIRFLOW YD16A 30"Nylop6st Yard Inlet-50%cogged 1.43 4.30 0.22 0.40 6.50 0.572 1.50 WEIRFLOW YD16C 30"Nybp6stYard Inlet 2.85 8.60 1.28 0.35 4.00 1.792 2.03 WEIRFLOW YD16C 30"Nybp6stYard Inlet 2.85 8.60 1.28 0.35 6.50 2.912 2.8U WEIRFLOW YD16C 30"Nybp6st Yard Inlet -SO%cogged 1.43 4.30 1.28 0.35 4.00 1.792 3.22 WEIRFLOW YD16C 30"Nybp6st Yard Ldet -SO%cogged 1.43 4.30 1.28 0.35 6.50 2.912 4.00 ORIFICE FLOW YD16D 30"Nybp6st Yard Inlet 2.85 8.60 0.21 0.35 4.00 0.294 0.61 WEIRFLOW YD16D 30"Nybp6st Yard Inlet 2.85 8.60 0.21 0.35 6.50 0.478 0.84 WEIRFLOW YD16D 30"Nybp6st Yard Inlet-50%cogged 1.43 4.30 0.21 0.35 4.00 0.294 0.96 WEIRFLOW YD16D 30"Nybp6st Yard Inlet-50%cogged 1.43 4.30 0.21 0.35 6.50 0.478 133 WEIRFLOW YD16D1 30"Nybp6st Yard Inlet 2.85 8.60 1.25 0.35 4.00 1.750 2.00 WEIRFLOW YD16Dl 30"Nybp6st Yard Inlet 2.85 8.60 1.25 0.35 6.50 2.844 2.76 WEIRFLOW YD16Dl 30"Nybp6stYard Inlet -SO%cogged 1.43 4.30 1.25 0.35 4.00 1.750 3.1' WEIRFLOW YD16D1 30"Nybp6stYard Inlet -SO%cogged 1.43 4.30 1.25 0.35 6.50 2.844 4.OU ORIFICE FLOW YD16E 30"Nybp6stYard Inlet 2.85 8.60 0.64 0.35 4.00 0.896 1.28 WEIRFLOW YD16E 30"Nybp6st Yard Inlet 2.SS 8.60 0.64 0.35 6.50 1.456 1.7^, WEIRFLOW YD16E 30"Nybp6st Yard Inlet-50%cogged 1.43 4.30 0.64 0.35 4.00 0.896 2.03 WEIRFLOW YD16E 30"Nybp6st Yard Inlet-50%cogged 1.43 4.30 0.64 0.35 6.50 1.456 2.80 WEIRFLOW YD16F 30"Nybp6st Yard Inlet 2.85 8.60 0.15 0.50 4.00 0.300 0.62 WEIRFLOW YD16F 30"Nybp6st Yard Inlet 2.85 8.60 0.15 0.50 6.50 0.488 0.85 WEIRFLOW YD16F 30"Nylop6st Yard lrtkt-50%cogged 1.43 4.30 0.15 0.50 4.00 0.300 0.98 WEIRFLOW YD16F 30"Nylop6st Yard Inlet-50%cogged 1.43 4.30 0.15 0.50 6.50 0.488 135 STRUCTURE DRAINAGE D (IN) FLOW TYPE INIEP TYPE AREA (FT2) PERIMETER (FT) A (ACRES) C I (INMR) Q (CFS) 112 DI-7 5.98 12.83 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-SO%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 aid depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 g ® g �'' 92 S > o w .. '-'� `a o G `w w '° u 2' � P tl � Q Ci U CI CI CI � s � s � o 1p - m c a � .w m 5 0 � e'6 o v 3 a v � a m � E ui [) � � � f ww S $ 4 � � � o � n y h$^ w c `u_ w o �° N w � E " `m E m in h � ui tl CI u � 2B 38 fi.0 0.13 0.75 0.098 0.38 0.00 0.38 0.0200 0.0200 2.0 0.0833 4.1850 4.11 0.95 3.5182 0.1488 0.1593 4.75 1.26 1.00 0.39 0.00 4 3B 8.0 O.Ofi 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.146fi 0.1652 4.43 1.36 1.00 0.18 0.00 BB 3B 14.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0633 4.1650 6.72 0.78 3.5192 0.1488 0.1314 9.48 1.48 1.00 1.48 0.00 8 3B 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0700 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.146fi 0.1637 7.18 1.39 1.00 0.44 0.00 BB 3B 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0.0833 4.1850 J.75 0.98 3.5182 0.1488 0.1608 8.07 1.48 1.00 0.57 0.00 10 36 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.99 3.5192 0.1466 0.1852 7.42 1.35 1.00 0.33 0.00 106 3B 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0633 4.1650 4.02 0.95 3.5192 0.1486 0.1593 11.56 1.38 1.00 0.90 0.00 12 36 8.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 1.00 3.5192 0.146fi 0.ifi66 5.72 1.40 1.00 0.18 0.00 14 3B 10.0 0 22 0.75 0.185 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0633 4.1650 4.66 0.90 3.5192 0.1488 0.1520 6 89 1 45 1.00 0.68 0.00 i6B 36 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0300 0.0200 2.0 0.0833 4.1850 3.92 0.95 3.5192 0.1466 0.1593 5.54 1.44 1.00 0.42 0.00 18 3B 12.0 0.18 0.]5 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0633 4.1650 J.J2 0.98 3.5192 0.1466 0.1637 9.18 1.31 1.00 0.54 0.00 20 36 10.0 0.09 0.75 0.068 0.27 0.00 0.27 0.1200 0.0200 2.0 0.0833 4.1850 2.56 0.99 3.5192 0.1466 0.1852 fi.82 1.47 1.00 0.27 0.00 22 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.0200 2.0 0.0633 4.1650 2.J3 1.00 3.5192 0.1486 0.1686 6.11 1.31 1.00 0.21 0.00 24 3B 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1850 3.45 0.98 3.5192 0.1466 0.1837 2.82 1.42 1.00 0.18 0.00 26 3B 8.0 0.12 0.]5 0.090 0.36 0.00 0.36 0.0109 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 3.90 1.54 1.00 0.36 0.00 30 36 12.0 0.18 0.65 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1850 3.01 0.99 3.5192 0.1468 0.1852 8.,8 1.47 1.00 0.42 0.00 306 3B 12.0 0.18 0.]5 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 0.98 3.5192 0.1466 0.1637 9.18 1.31 1.00 0.54 0.00 32 36 10.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1850 3.08 0.99 3.5192 0.1468 0.1852 8.90 1.45 1.00 0.36 0.00 326 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.79 1.28 1.00 0.48 0.00 36 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0411 0.0200 2.0 0.0833 4.1850 3.26 0.98 3.5192 0.1488 0.1837 5.20 1.54 1.00 0.30 0.00 38 3B 8.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.78 0.98 3.5192 0.1466 0.1637 4.44 1.35 1.00 0.27 0.00 40 3B 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0222 0.0200 2.0 0.0833 4.1850 4.25 0.93 3.5192 0.1488 0.1584 5.28 1.52 1.OD 0.45 0.00 42 3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0184 0.0200 2.0 0.0833 4.1650 4.52 0.91 3.5192 0.146fi 0.1534 5.17 1.55 1.00 0.48 0.00 48 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 J.45 0.98 3.5182 0.1488 0.1837 2.82 1.42 1.00 0.18 0.00 48 3B 8.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.81 0.90 3.5192 0.146fi 0.1520 4.08 1.47 1.00 0.39 0.00 50 3B 8.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1850 4.11 0.93 3.5182 0.1488 0.1584 8.22 1.28 1.00 0.54 0.00 52 3B 12.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.38 0.93 3.5192 0.146fi 0.1564 8.19 1.47 1.00 0.72 0.00 54 3B 16.0 0.52 085 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0633 4.1650 5.52 0.85 3.5192 0.1488 0.1446 11.18 1.43 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.146fi 0.1637 5.64 1.42 1.00 0.33 0.00 60 3B 10.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2.0 0.0833 4.1650 2.6fi 0.99 3.5192 0.1488 0.1652 7.,3 1.40 1.00 0.30 0.00 62 36 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.0200 2.0 0.0833 4.1850 2.94 0.99 3.5192 0.146fi 0.1852 7.96 1.26 1.00 0.39 0.00 68 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1850 2.76 0.99 3.5192 0.1488 0.1852 7.42 1.35 1.00 0.33 0.00 68 36 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.146fi 0.ifi66 2.57 1.56 1.00 0.07 0.00 80 3B 6.0 0.12 0.75 0.090 0.38 0.00 0.38 0.0200 0.0200 2.0 0.0633 4.1850 J.89 0.95 3.5192 0.1488 0.1593 4.80 1.31 1.00 0.38 0.00 82 36 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1850 4.01 0.95 3.5192 0.1466 0.1593 4.62 1.30 1.00 0.36 0.00 84 3B 8.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0596 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.1466 0.1637 6.30 1.27 1.00 0.36 0.00 90 36 12.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1850 3.39 0.98 3.5192 0.1466 0.1837 8.53 1.4, 1.00 0.52 0.00 92 3B 10.0 0.11 0.85 0.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 2.71 0.99 3.5192 0.1486 0.1652 6.60 1.52 1.00 0.29 0.00 94 3B 8.0 0.12 0.85 0.078 0.3, 0.00 0.3, 0.0843 0.0200 2.0 0.0833 4.1850 3.04 0.99 3.5192 0.1468 0.1852 6.01 1.33 1.00 0.31 0.00 96 3B 12.0 0.45 0.50 0.225 0.90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1650 4.82 0.90 3.5192 0.1466 0.1520 8.92 1.35 1.00 0.90 0.00 98 3B 12.0 0.38 0.60 0.228 0.9, 0.00 0.9, 0.0392 0.0200 2.0 0.0833 4.1850 4.99 0.88 3.5192 0.1468 0.1490 8.65 1.39 1.00 0.91 0.00 104 3B 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0189 0.0200 2.0 0.0833 4.1650 4.87 0.90 3.5192 0.1466 0.1520 5.48 1.46 1.00 0.53 0.00 ,14 3B 16.0 ,.03 0.50 0.515 2.06 0.00 2.06 0.0215 0.0200 2.0 0.0833 4.1850 7.58 0.70 3.5182 0.1488 0.1226 ,1.43 1.40 1.00 2.08 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet e $' o a J F O ptl _ d > Q, m ,`,^� w a c c � Z m .� � V � � � _ d U U O O tl � 3 v � a O � W � g O C .4 v w a: u a id o w a °' � � N � � w p, OI N •k N r/� � � N H W - v e q N d i ;:� 'o �. � �+ �i � dp v �2j Z• i ww 11 y 0 C u y E � INI J c Z' R (O N � W CJ tl u M1w' 2B 3B 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1850 4.94 0.89 3.5192 0.1466 0.1505 B.OJ 0.99 1.00 0.63 0.00 4 3B 8.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0500 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5,92 0.1486 0.1652 5.43 1.1, 1.00 0.29 0.00 6B 3B 14.0 0.74 0.50 0.370 2.41 0.00 2.41 0.0210 0.0200 2.0 0.0833 4.1850 8.06 0.68 3.5192 0.1466 0.1197 12.29 1.14 1.00 2.41 0.00 8 3B 10.0 0.17 0.65 0., 11 0.72 0.00 0.72 0.0700 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5,92 0.14fi6 0.1578 9.00 1.1, 1.00 0.72 0.00 8B 3B 12.0 0.19 0.75 0.,43 0.93 0.00 0.93 0.0700 0.0200 2.0 0.0833 4.1850 4.50 0.92 3.5192 0.1488 0.1549 10.12 1.19 1.00 0.93 0.00 10 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.14fi6 0.1637 8.15 1.09 1.00 0.54 0.00 10B 3B 16.0 0.30 0.75 0.225 1.48 0.00 1.46 0.,200 0.0200 2.0 0.0833 4.1850 4.83 0.89 3.5192 0.1488 0.1505 14.fi7 1.09 1.00 1.46 0.00 12 3B 8.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.fi4 0.99 3.5192 0.14fi6 0.1fi52 7.08 1.13 1.00 0.29 0.00 14 3B 10.0 0.22 0.75 0.,85 1.07 0.00 ,.07 0.0300 0.0200 2.0 0.0833 4.1850 5.57 0.85 3.5,92 0.1488 0.1448 8.70 1.15 1.00 1.07 0.00 1fiB 3B 8.0 0.14 0.75 0.105 0.68 0.00 O.fiB 0.0300 0.0200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.14fi6 0.1520 8.99 1.15 1.00 O.fiB 0.00 18 3B 12.0 0.18 0.75 0., 35 0.88 0.00 0.88 0.,200 0.0200 2.0 0.0833 4.1850 3.98 0.95 3.5192 0.1488 0., 593 11.60 1.05 1.00 0.88 0.00 20 3B 10.0 0.09 0.75 O.OfiB 0.49 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.14fi6 0.1fi52 8.37 1.20 1.00 0.44 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.,200 0.0200 2.0 0.0833 4.1850 2.80 0.99 3.5192 0.1486 0.1852 7.53 1.06 1.00 0.34 0.00 24 38 0.0 0.05 0.90 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 28 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 0.0200 2.0 0.0833 4.1650 5.37 0.86 3.5,92 0.1486 0.,481 0.95 1.2, 1.00 0.59 0.00 30 38 12.0 0.16 0.65 0.104 0.68 0.00 0.68 0.1200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 10.14 1.18 1.00 0.68 0.00 30B 3B 12.0 0.18 0.75 0., 35 0.88 0.00 0.88 0.,200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5,92 0.1486 0.1593 11.64 1.05 1.00 0.88 0.00 32 3B 10.0 0.14 0.85 0.091 0.59 0.00 0.59 0.0820 0.0200 2.0 0.0833 4.1850 3.69 0.98 3.5192 0.1466 0.1608 8.80 1.16 1.00 0.59 0.00 32B 3B 10.0 0.16 0.75 0.,20 0.78 0.00 0.78 0.0820 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5,92 0.14fi6 0.1578 9.77 1.02 1.00 0.78 0.00 36 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0411 0.0200 2.0 0.0833 4.1850 3.91 0.95 3.5192 0.1468 0.1593 B.dB 1.23 1.00 0.49 0.00 38 3B 8.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0282 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5,92 0.14fi6 0.1593 5.59 1.08 1.00 0.44 0.00 40 3B 8.0 0.14 0.60 0.112 0.73 0.00 0.73 0.0222 0.0200 2.0 0.0833 4.1850 5.10 0.86 3.5192 0.1468 0.1490 B.fi4 1.21 1.00 0.73 0.00 42 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.0184 0.0200 2.0 0.0833 4.1650 5.42 0.86 3.5192 0.14fi6 0.1461 8.53 1.22 1.00 0.78 0.00 46 3B 0.0 0.08 0.75 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1850 4.14 0.93 3.5192 0.1488 0.1564 3.55 1.13 1.00 0.29 0.00 48 3B 8.0 0.15 0.65 0.098 0.63 0.00 O.fi3 0.0109 0.0200 2.0 0.0833 4.1650 5.53 0.85 3.5192 0.14fi6 0.1446 5.15 1.17 1.00 0.63 0.00 50 3B 8.0 0.18 0.75 0., 35 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1850 5.17 0.88 3.5192 0.1488 0.,490 7.85 1.02 1.00 0.88 0.00 52 3B 12.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.1466 0.1476 10.39 1.15 1.00 1.17 0.00 54 3B 16.0 0.52 0.85 0.338 2.20 0.00 2.20 0.0500 0.0200 2.0 0.0833 4.1850 8.82 0.77 3.5192 0.1488 0., 329 14.62 1.1, 1.00 2.20 0.00 58 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0473 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.1466 0.1593 7.04 1.14 1.00 0.54 0.00 80 3B 10.0 0.10 0.75 0.075 0.49 0.00 0.49 0., 200 0.0200 2.0 0.0833 4.1850 3.20 0.99 3.5192 0.1486 0.1852 8.75 1.14 1.00 0.49 0.00 62 3B 10.0 0.13 0.]5 0.098 0.63 0.00 O.fi3 0.1200 0.0200 2.0 0.0833 4.1650 3.53 0.9] 3.5192 0.1466 O.tfi22 9.87 1.01 1.00 0.63 0.00 68 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.,200 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5,92 0.1486 0.1637 9.15 1.09 1.00 0.54 0.00 68 3B 0.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0300 0.0200 2.0 0.0833 4.1850 2.43 0.99 3.5192 0.1466 0.1652 3.17 1.26 1.00 0.12 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 0.90 3.5,92 0.14fi6 0.1520 5.80 1.03 1.00 0.59 0.00 82 3B 6.0 0.14 0.85 0.091 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1850 4.81 0.90 3.5192 0.1466 0.1520 5.BJ 1.03 1.00 0.59 0.00 84 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 0.97 3.5,92 0.14fi6 0.1622 7.77 1.03 1.00 0.59 0.00 90 3B 12.0 0.20 0.85 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.1850 4.07 0.95 3.5192 0.1468 0.1593 10.63 1.13 1.00 0.85 0.00 92 3B 10.0 0.11 0.65 0.072 0.46 0.00 0.46 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.14fi6 0.1637 8.14 1.23 1.00 0.46 0.00 94 3B 8.0 0.12 0.85 0.078 0.51 0.00 0.51 0.0843 0.0200 2.0 0.0833 4.1850 3.85 0.97 3.5192 0.1468 0.1822 7.d5 1.07 1.00 0.51 0.00 96 3B 12.0 0.45 0.50 0.225 1.46 11 0.00 1.46 0.0460 11 0.0200 2.0 11 0.0833 4.1650 S.7B O.B4 3.5192 0.14fi6 0.1432 11.34 1.06 1.00 1.46 0.00 98 3B 12.0 0.38 0.80 0.228 1.48 0.00 11 1.48 0.0392 0.0200 2.0 0.0833 4.1850 5.98 0.76 3.5192 0.1468 0.1344 11.29 1.08 1.00 148 0.00 104 3B 8.0 0.19 0.70 0.133 0.8fi 0.00 0.86 0.0189 0.0200 2.0 0.0833 4.1650 5.fi0 0.85 3.5192 0.14fi6 0.1446 8.92 1.16 1.00 0.86 0.00 1,4 3B 16.0 1.03 0.50 0.515 3.35 0.00 3.35 0.0215 0.0200 2.0 0.0833 4.1650 9.09 0.82 3.5192 0.1486 0.1109 14.89 1.07 1.00 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 iNhr fur Spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � � a � � m L � � - ° 0 3 ° w 'm v 4 ° B ° '�' � � 1 a _ a 0 6 �� € 8 ; � � ,3 a w E � � a > < ti cai o o S ui . rn 3 u3i rn r d � � left 0.1] 0.]5 0.126 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 10000 7.98 right 0.16 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 corrbinetl flow 1.0 0.10 0.218 5.00 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 ryht 0.05 0.]5 0.036 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 6 3C BA cortbir,ed fbw 0.3 0.06 0.124 2.85 left 0.04 0.85 0.028 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1850 4.39 rp7ht 0.03 0.65 0.020 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1fi50 3.95 18 3C 6.0 combined flow 0.2 0.04 0.089 2.04 left 0.06 0.65 0.039 0.1fi 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.08 0.65 0.039 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 10000 5.12 28 3C 8.0 co06ined now 0.3 0.06 0.128 2.92 left 0.06 O65 0.039 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 10000 542 rght 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.42 58 3C 6.0 conbirred fbw 0.3 0.06 0.135 3.08 left 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 fight 0.09 0.85 0.059 023 0.00 0.23 0.0010 0.0200 2.0 0.0200 10000 5.98 S6B 3C 8.0 eortbined now 0.5 0.0] 0.147 3.38 left 0.09 0.75 0.088 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0200 1.0000 8.29 right 0.12 0.75 0.090 0.3fi 0.00 0.3fi 0.0010 0.0200 2.0 0.0200 1.0000 7.00 70 3C 8.0 conbirretl fbw 0.6 0.08 0.180 0.12 left 0.04 0.75 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.64 reht 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 8.0 e0rtbined now 0.3 0.06 0.124 2.86 left 0.,6 0.85 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.18 0.65 0.11] 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 102 3C 10.0 conbirred flow 0.9 0.10 0.210 0.82 r \ 625 m ¢ PVI STA:11+z433 PVI ELEV: 629.og �LTH QF� " K: 12.50 �^ 39 PROPOSED LVC:125.00 O G, wm m 8" 22.5° BEND W 635 Cmo SCOTT R. LINS Z 1 z w TIE-IN Lic. No. 035791 n TO EXISTING AVON ST. EXT. o w CO+ ° 620 35 3zp x in z <, STA. 1o+oo/Z ELEV=631.58 0 v H v 4� 05/05/20 4� TIE-IN TO EXISTING 12" DI WATERLINE 630 m m PROPOSED FIRE HYDRANT ? w s10NAL t WITH PROPOSED 12"x8" T.S.&V. Ln ASSEMBLY WITH 8"x6" TEE PROPOSED VDOT STD. CD-1 I� 61 5 PROPOSED 8" CL. 52 D.I. WATERLINE ° \ 6' \ n +° O U 625 N a N W Ln 39 PROPOSED H LA 610 I z 8" z2.51 BEND ~ 35 3 zA 1.z' w Ce F in cn � z cn � z PROPOSED SANITARY SEWER _ PROPOSED VDOT STD. CD-1 SERVICE LATERAL CROSSINGS / 3 5 62O FILL (TYP.) / 0 0 605 \ / 11' TIE-IN TO EXISTING 12" DI WATERLINE = r r o 0 WITH PROPOSED 12"x8" T.S.&V. n z z p p 3oA \ \ 615 PROPOSED 8" CL. 5z D.I. WATERLINE Z 0 J¢ as as \ 6 O O O O 3.5' PROPOSED 8"x6" TEE 6' u m<<> 600 (1) - 8" G.V., (1) - 6" G.V. \ \ IN w UI D U a U a U U ' A VH, o Z w w \\\ 610 41' z H z a o a o I - > .. m m m m MATC LINE - SEE T IS SHEET PROPOSED SANITARY SEWER CROSSING \ PROPOSED SANITARY PROPC W Cw w w a a SEWER 595 \ rn SERVICE LATERAL CROSSINGS / 3 5' li o 0 0 2.: Ln Ln PROPOSED FIRE HYDRANT F 6o5 ` w w ASSEMBLY WITH 8"x6" TEE Ln \ 30A 590 PROPOSED VDOT STD. CD-i °o0 4 PROPOSED 8"x6" TEE 6' 0 6o0 (3.) - 8" G.V., (3.) - 6" G.V. O J 585 1.2' z MA CHLINE - SE THIS SHEE PROPOSED SANITARY SEWER CROSSING 19 ° ULLI 595 � F � a, o o N ago in 58o K W �� sg �� ^0 m0 �g N 11 o O N a)O O O " O 00 O k 10 W kD W 575 ROPOSED GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13- ti co PROPOSED 8"x8"TEE co 570 (3) - 8" G.V. PVI STA: 17+9933 570 ® N PVI ELE : 548.09 Z PROPOSED FIRE HYDRANT K:3 LVC: j .00 5o.00 � Q ASSEMBLY WITH 8"xW TEE J N ^, N W o 565 3 565 EY) 00 u > 0° u v W PVI STA: 89.33 N Q &A m w 1g Q Lf) PROPOSED 8" CL. 52 D.I. WATERLINE PVI ELEV: 5 4-79 > �J,J 56o K: 26.5 56o � J LVC: 1 z. ° Lu eo O r S J _j J LL O m S rm +L ai ri > a 0, w w Z 555 u m W 555 W 00L I PVI STA: zo Fql.S0 L9 F--- z PVI ELEV: 32.76 O K: 2.5 JN J FILL TYP. ( 1.2' XISTING GRADE LVC: 1o. o 0. W � 550 (n OW PT. STA: 20+91.50 550 = U, Lu + F- 0A 3.5' _ °� Co U a Q IN. - -: Q \\ �m + Ln Co Y // J 545 o z \ �; > 545 - oZi VERT CAL GRAPHIC SCALE Ln> w \ in TIE-IN TO EXISTING Ln J Q NOTE: ALL ROADWAY EMBANKMENT MATERIAL s o z.s s io zo z w \ SCOTTSVILLE RD (RT zo O SHALL CONSIST OF SOIL AND BE PLACED IN PROPOSED VDOT STD. CD-1 > ok - 0° \ \ STA. 21+31, ELEV=533-55 H LU 1--I SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 540 \ 540 Z Lu = INCHES IN THICKNESS BEFORE COMPACTION OVER ( IN FEET ) \ m THE ENTIRE ROADBED AREA IN ACCORDANCE WITH inch = ft. 1.z ROPOSED 8" IN -LINE G.V. \ ~°+ �J VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 8A \ \\ " U z 535 HORIZ NTAL GRAPHIC SCALE \ ul 0 Q Ln a 535 J -- � NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN PROPOSED FIRE HYDRANT w so o zs so 0o zoo 3 7 �n pp0b w AGGREGATE SIZE NO. z5 OR z6, AGGREGATE BASE MATERIAL ASSEMBLY WITH 8"x6" TEE SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS 2.°07 ' ^ v , CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER PROPOSED 8"x8" TEE Q RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND ( IN FEET ) 55 (3) - 8" G.V. / J CD BRIDGE SPECIFICATIONS, SECTION 302.03G. 530 1 inch = 0 ft. 530 CD-1 O CDzA 0 PROPOSED VDOT STD. ROPOSED VDOT STD. CD-2 N NOTES: PROPOSED VDOT STD. CD-1 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 10 5 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 525 PROPOSED SANITARY SEWER CROSSIN 525 MINIMUM OF OF VERTICAL SEPARATION FROM STORM 3. i' SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & U SANITARY SEWER MUST BE PROVIDED. 10 Co a �n N ^ Co a �n o '" 0 0 CC o m 1O ^ ^ vi 't N m 0 o N 0 a ^ N 0 ao ri N m 0 ri iO rl m" 0 �o ^ 0 o a) 0 N a 0 m Co � N a~ 0 ri N 0 � ^'� ~ O o o m N N N a 't ^ t m Co m w a � N CO 0 .+ o6 00 ul �o P 't k N H vi Ol i U) rn rn ri O W x m M N N N H N O N ° rl ° O ° O O) Ol W Ol ^ co ^ r, iO rl iD W � l° � V1 't S d � �t � m � m m m m m CL (n JOB NO. 182157 9+50 10+00 10+50 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 1g+5o 20+00 20+50 21+00 21+50 SCALE II 1 1 -50 DAUPHIN DRIVE PROFILE SHEET NO. PUBLIC ROAD - DESIGN SPEED = 25 MPH 15 0 U N 0 U O E 0 3 0 0 3 0 n n 0 0 a 0 r 0 0 n 0 N 0 3 U 0 0 T E a 0 0 0 z u, z Z C) z w z 0 U 0 T N 0 a 0 U X N 0 E U 0 m 0 O U 0 0 0 50 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 zoo? 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE ( W FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. 620 PVI STA: 1o+15.00 PVI FI FV. F,m % 200 PR( 8 (3) 590 PVI STA:14+z3.g8 PVI ELEV: 583.83 K:12.03 LVC: 167.00 PVI STA: 15+75.24 PVI ELEV: 577.96 K: 26.59 LVC: 5o.00 N 01 N _t ++n O U) N w `,°, ui V V Ln U m > w m w 590 0 00 HIGH PT. STA: .79 a 0) PVI STA: 16+ 5.24 O HI H PT ELEV: 58149 O o m PVI ELEV: 57 .76 PV STA: 1 +18.8 7 7 a^ ,+n + K: 2.50 P I ELEV: 575.69 PVI STA: 11+54.00 ' u A U LVC:1o.o K: i5.00 585 PVI EL V: 556.84 u > m PROPOSED A.R.V. > w OW PT. STA: 1 +35.24 LVC: 6o.00 8 585 LVC: 208.00 PROPOSED GRADE LOVY PT ELEV: 575.9 O a ^ / N W N l0 O O o I� a O a0 N -- ti PROPOSED \ PROPOSED O l0 + rl O + ^ Op 00 (n N w 1� W 00 0) Cl W + ° ,`^n + N VDOT STD. CD-1 \ VDOT STD. CD-1 > � .. 00 w a w 8o 58O V V V 3 8 5 V m w /� m w U m V W m w // / --� 2.00% m w FFILL 2.00% / / 3-5 -2.00% PVI TA:1o+15.00 / /r M N.575 575 PVI ELEV: 554.o6 / / PROPOS D VDOT STD. CD-1 ROPOSED VDOT STD. CD-2 K: 2.50 / / FILI.L / PROPOSED SANITARY LOW P VSTA: �0+15.0 / I° PROPOSED FIRE HYDRANT 1.2' (TYP.) 6g 65 SEWER CROSSING LOW T ELEV: 554.21 ASSEMBLY WITH 8"x6"TEE 15 �j 570 // yo° � 570 o + o-PROPOSED 8" IN -LINE G.V. v w Val N Val / Iair O J ° w N w PROPOSED 8"x8"TEE m w w+ LOYO A W / //4 EXISTING GRADE (3) 8" G.V. _t �w PRIVATE RO D F n ^ �m 565 �w / I I Z 16+5oTOS .17+w>Q m 565 0° w 1 I 0.-DESIGN SPE D OFz F- a In O o / / / v ? ' / 6.1' w ma + w N HLn / 1.6' ' ~QF ' / ?Ovl 56o Z z / 56o / F J 3.5' PROPOSED SANITARY SEWER Lu MIN. 91 ROPOSED 8" CL. 52 D.I. WATERLINE SERVICE LATERAL CROSSINGS > �� m� w Z m 555 - - 555 1' PROPOSED FIRE HYDRANT PROPOSED tm ASSEMBLY WITH 8"x6" TEE -2.00% VDOT STD. CD-2 550 2:6' 550 )POSED PROPOSED SANITARY SEWER 'x8" TEE SERVICE LATERAL CROSSINGS - 6" G.V. PROPOSED 8' IN -LINE G.V. PROPOSED FIRE HYDRANT 545 ASSEMBLY WITH 8"x6" TEE 545 n? l0 ko 00 1� a N 00 .i 'p 00 a O Ln m a O O a a W O vl a a l0 ^ 00 a a m In yl .-I co H m O M a ^ a N W ^ w 00 m N F a l0 ci N O 0) a 'j a O 00 O) O F^ a ^ M O 00 F •i 6 H � U) n Ln kD W c, „ m m Ln ro 00 ^^ Ln ^ Ln ^ u, Ln U) Ln 10+00 1o+SO 11+00 620 K: 3.31 PVI STA:12+30 Oo I.VC: PVI ELEV: 61o. 3 LOW P T. STA: 1o+16.6 z K: 10.21 LOW I IT ELEV: 607.87 LVC: 1o.00 XISTING GRADE 615 o O 00 p m To 63.5 rn Orl O N O ��_� + 1p + + iO + ° PROPOSED N w N ' > > / / VDOT STD. CD-1 1n m an � w / \\ m ui w / PROPOSED GRADE m 610 m°' \ 000/ 610 / 1.02% zO ° FILL (TYP. PROPOSED 3-5' MIN. 605 r VDOT STD. CD-2 60 _ 5 Z> �'4 O_j u¢ ° Wz+ 40' ww + 1nHN 600 w a ¢ �5 PROPOSED 6" go" BEND TO r > ma FIRE HYDRANT ASSEMBLY Z L.600 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 Vl emi O 0) m 0 It H m N k �k k k kD 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SHERIDAN STREET PROFILE PRIVATE ROAD - DESIGN SPEED = 25 MPH 11+SO 12+00 12+50 13+00 13+50 14+00 14+SO 15+oo LOYOLA WAY PROFILE PVI STA:1o+go.00 PUBLIC ROAD - DESIGN SPEED = 25 MPH PVI ELEV: SSS-37 K: 12.02 LVC: 88.00 °o �T41GH PT. STA: 10+S2.018 r^ THIGH PT ELEV: SSs.i6 ran v o Li.i HLii m V V + V1 m OHu V W m 56o Q w z PROPOSED VDOT STD. CD-1 555 0.50% PROPOSED 8" G.V. FIL 550 1.0' PROPOSED TYPE ABLOW-OFF7s 4., I 545 PROPOSED 6" CL. 52 D.I. WATERLINE 540 535 530 PROPOSED SANITARY SEW SERVICE LATERAL CROSSIN PVI STA: 2+00.0( PVI ELE : 547.86 PROPOSED 8"x8" TEE K: 2 LVC: 5.10 7.50 N (3) 8" G.V. e+i N Lii x Ln V l gm` //>i VDOT STD. 15+5o 16+oo PVI STA: 13+55.00 PVI ELEV: 540.11 K: 26.67 LVC: 80.00 N /��--o �w \mow > > m > m w NG G 3.5' PROPOSED 8" U. 52 D.I. WATERLINE I I 00 m � Vl 0 O7 N N O ul O 'T H rl Lh Ln � 10+00 10+50 11+00 11+50 16+50 17+00 a N 17+50 18+oo r o PVI ELEV: 537 46 w ? K: 25.oz wza LVC: ioo.o \ Z o 10 L W PT.STA:15+31.64 � 40 A 0o OW PT ELEV: 53 6 , ai o. PVI ELEV: n8. o N wA ui K: 2.50 \ vi of LVC, 1o.00 U m � w ✓d PT. STA: 14+ o.65 w IW PT ELEV: 538.65Ln \ 0 1D ^ PROPOSED m + VDOT STD. CD-1 + Ln It v .. PROPOSED m Ln VDOT STD. CD-2� I M (n m M 00 a N N Ln 12+00 12+50 13+00 13+50 14+00 BERWYN LANE PROFILE PRIVATE ROAD - DESIGN SPEED = 20 MPH -z.00gb � z.00ro 00% FILE 20POSED VDOT STD. CD-2 \ 1.3' PROPOSED 8"x8" TEE (3) - 8" G.V. 56A Vl 0) . ,. Om 14+50 15+00 15+50 16+oo 56o Wl 550 I.Y4: N 0) N u, 540 535 � 532 PROPOSED TYPE A BLOW -OFF ASSEMBLY Lic. No. 035791 05/05/20 A, Z z w uu` F Z w S O ca m ? a a J inc iyl VI z ti F�1 0 ` ,,, z o LU W W l Cn ti CM ® M 0) N z M 'T Q J WC\ICY) N Q W N > O w LLILL J J J O �Lu z_ n LL_ J O , _ Ur Lu Q I QQ w 1-4 \ 06 > u_j O Zw w ( n U z J w J Q 0 O O N u GF o w 0 V) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 16 00 N + O 0 SCOTT R. LINS Z PVI PVI STA: 10+74.50 ELEV: 6o9.26 0 U Lic. No. 035791 n Ln r w K:5.z7 05/05/20 4� Z� LVC: 5o.00 11� �SS10NAL ECG z 615 o o Z m o m 6�5 � o 0 CD Z w z J U 0 PROPOSED� � w w 2 3 U U PO z z o 0 o � Ln Z J w w > > N O u y 'o Ln O u z > OV z > OV3 y L�jUWI D J UQ � UQ u < F W W J Q J Q s0 w z '" LU W w LU W w w W m W m = W ; ; J w J w O a a W W U) _ W W O 0 a 0 U N _ 0 Ln W O o CD N 0 ~ N O O c 3 vo L U U - � o M o (y) 3 ® 0 CV y 0 4/ zM a o_ X T _ o C J W rn CN Q. ■ . CN Q o ®1■1�1 < _ > O s NOTE: ALL ROADWAY EMBANKMENT MATERIAL J J o SHALL CONSIST OF SOIL AND BE PLACED IN _ Q SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8011A > a U INCHES IN THICKNESS BEFORE COMPACTION OVER> z LJJ .o THE ENTIRE ROADBED AREA IN ACCORDANCE WITH 0i & Lu VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 L9 F 3 O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN w AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL o SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS a ° CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER U RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND J Q BRIDGE SPECIFICATIONS, SECTION 302.03G. Y O o J W 1-4 � T ~ > E NOTES: o �. ALL FILL TO BE PLACED AT 95%COMPACTION. J z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. J z 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM H4 w SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & W 2 z z SANITARY SEWER MUST BE PROVIDED. WCD z n/ ^ VZ w N - � z J O -- U J �c 0 W y VERTICAL GRAPHIC SCALE U) a Q ° 5 0 2.5 5 10 20 U x 0 N ( ]N FEET ) r 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 10+00 10+50 11+00 ii+5o Iz+00 1z+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 u E 50 ° 25 50 100 z°° PRIVATE ALLEY PROFILE PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH 0 _ a 1n U JOB NO. ( IN FEET ) 1 inch = 50 ft 182157 0 a 0 SCALE 1"=50' 0 a SHEET NO. �7 �o ow �w � Z= � >m >W — m W 610 610 VDOT STD. CD-1 605 PVI STA: 13+ 5.00 605 PVI ELEV: 57 .78 K: 545 LVC: zo. O l0 O 600 + N � � 600 ri W N m V m � 595 PVI STA: i3+ 6.38 595 ? �Do K: i5.68 0 LVC: 575 ON N 1p � 590 n m rl � � m v1 � 59 0 >m >W m W 585 0 � 585 M rl d 580 � 580 J } J 575 a 575 FILL (TyP.) 570 ROPOSED GRADE 570 565 565 560 EXISTING GRADE �? 560 � PVI STA: 6+48.00 PVIELEV: 54z.zz K: s .i3 LVC:1 0.00 °o � 555 � M 555 �� w V m w Z J 550 z 550 w N m x� 545 Z w 545 V Q 1Wi1 Z 0_' HQ Y 540 Z W 540 535 � 535 58A 530 530 pp rl N N NO N N Vl � W � Ol ^ .t � S � Ol � M � 1� 00 N 0 O F •i O � �O Ol � t0 W O O W � S I� � to cl � � n Ln ri M to � Ol S � �D S n'1 N � Ol l0 � � ,y � � O � to O � to O � to � � � � ^ ^ � � � � � ACSA GENERAL WATER &SEWER CONDITIONS N m TH 0 s. 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. 2 _ N 00 � JC 620 Gl _ 0 = x FILL (TYP.) i 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND p 0 (iy6e 6�a°SCOTT R. LINS Z O WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LL N O O 2 O 0 0 O g`S� F �5 o� Lic. No. 035791 n LINES AND STRUCTURES, AS NECESSARY. r, rn m LL u, � O \\\ y6 9 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER N o p^ ^ m m `^ j - ? LL ^, ATCHLINE SEE THE HEM 4�a 05/05/20 t� 615 CONSTRUCTION SPECIFICATIONS, BY THE ACSA. ? m N+ H Z m 0) F o m ? N 00 v� � f'9 00 Ln rn 615 1 SSIONAL EEO 4' DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. m 2< >> �+ p ? rn �� �F N rn +� �H 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). i v~ ? Z = 00 - D a Z Z) ^. o 00 Z O 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 Ln Fx Z Z _ _ = Q > > = Q > > OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. L Z Z Ln M ? ? 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. i \ 610 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF \ \ JC QI° 610 THE LINE. \ 0Q ti Y N g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. \ = C� I io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE PROPOSED 6" WATERLINE CROSSIN \ K JANUARY 4,203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 6o5 6o5 z z PROPOSED 8" WATERLINE CROSSING 2$ o U 0 U 7' \ 3.4 (^ F F H H 600 3.3' 600 _ / o w w > > Z ¢ o o as z as z 8" SDR z6 PVC O o 0 PVC 8" SDR-z6 PVC 98.26 LF Cal o.56% �H ul Lu Ln J a a 595 8" SDR-z6 66.89 LF Cal 0.57% 79-93 LF C 0.59% 595 H Z z w w w w Dc < Dc < � z o o > w w w w LLJLu Lu m Lu m as 590 590 U) U) > Lu � N rl � 585 0 0 585 LL p O � 0 00 �� Q "' 00 D + ��� O ry��1 e< i p� C• 580 Z Z Cp 9�V 58o w EE 7 -, N 0 p 575 575 L9 57o PROPOSED GRADE 570 ti CM M ® CV 565 FILL(TYPJ 565 M z LL Q o w XISTING GRADE C ) 560X% 56o N 0 VERTICAL GRAPHIC SCALE CN O 5 0 2.5 5 10 20 / IL Yi W 555 555 W J J J LL ( IN FEET ) � O 1 inch = ft. Z A\vU W ^ MID " HORIZONTAL GRAPHIC SALE 55 F550 L N 2 2 O 1 L L W 50 0 25 50 100 200 220 LW Lu N N �p N � p IN FE TW0HOO 545 y J inch = o ft. 545 U Q z Z O J p �_ H >>> Y J 20 2LnFxZZZ w 0 ° F �- O 540 N 635 Z O O o ° n J Q MH-18 MH 19 z p STA:12+15.04 STA:i3+ii.64 H o z z RIM:62 z RIM:630.92 W � INV IN. 6i7.7o FROM MH-9ig INV OUT. 6z2.92 TO MH-18 W 535 5 INV OUT. 6i7.5o TO MH-i7 630 - U z NOTES: 1. ALL FILL TO BE PLACED AT --- H PROPOSED 8" WATERLINE CROSSING " 2�- 95%COMPACTION. J cj/ LL v 7.2 z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. W 530 3. MINIMUM OF s' OF VERTICAL SEPARATION FROM STORM 625 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 'm V SANITARY SEWER MUST BE PROVIDED. Q 0 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 620 0 CO 525 SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 23A OR 2iB, FLOWABLE 12W CV FILL OR CRUSHED GLASS NG THE SIZE REQUIREMENTIDGE FI L (TYP. y6?14 0/o CRUSHHER RUN AGGR GATE 5 ZEO 5 AIND 26, PER VDOT ROAD AND BRTO a 5��� 0 SoRF k� SPECIFICATIONS, SECTION 302.03G. 109 � 520 MATCHLINE THISSHEET 6i5 - 5EE o w CO M H O1 m I� � Ol N n H 00 m O M m 00 w tp H 00 N 11 l!1 h l0 Ol O 00 tD O 0o N In ri It 00 01 d lD ce (n JOB of N m a m o6 o a r` r 6 s ao 0 io r, p 00 m N 0 o ri N 00 of o ^ a o �o a N o ri ,,.� N p w p tD W p t0 "D ,y 0 ID N tD m ID iNO. i i 82' .57 SCALE 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 8+oo 9+00 10+00 22+00 12+00 13+00 u � 1— 50 SHEET NO. 18 MH-ig - MH-i1 PROFILE 595 595 56o MH-22 STA:5+19.21 RIM-rri. R� 56o INV IN. 545-78 FROM MH-23 MH-22 INV IN. 545-78 FROM MH-22 STA:6+13.9 INV OUT. 545.58 TO MH-20 RIM:SSS.So — _ INV OUT. 5 EXISTING GRADE — 555 555 PROPOSED 6" WATERLINE CROSSING L i 550 // N x - 550 N / 75 .Mi N O0 22 O / N 5�3' 1.2' 00 F_ , ? °N° 545 LL LL ry °° 545 O rl rl N a)N m z Q M n V 0 00 v, v, H °° / ,Oy N D x Q » r 8" SDR-z6 PVC o � z z O _ n ? ? 90.74 LF Qa 0.52% zzz // Ln 540 — — — / ROPO1 GRADE 540 / 53 / 6" WATERLINE CROSSING 127'1(; 6Q 591PROPOSED 535 �' ° vF 1109* 535 56A 5 530 530 2,8' 2.1' 8" DIP 5�5 22-1.47 LF Qa 0.51% 525 o m o °N° o ^+ r m e° a � 0 0+00 1+00 2+00 3+00 4+00 MH—Zz — MH—zz PROFILE 5+00 6+oo y i6.25 TO MH-21 590 590 _� 00 0° LL n LL co _ n N M l(1 It S Ln O 585 �+�zo 5 5 Ns^zo �Ln �Ln °LF O PROPOSED GRADE \ / — — -_ 2 z 58o ' 58o EXISTING GRADE /' \ \ N N O / / PROPOSED YARD / LL 0 DRAIN CROSSING / 575 0 0 v"' PROPOSED FOUNDATION/ / / °^ 0 r ROOF DRAIN CROSSING N N Z 0 / xF%>> / � E Z z 570 = 570 0 / g° / O / W O 565 / 0 / m o 0, 565 ry � Ln 0 8" DIP 0 / 8 DIP 94.47 LF @ 0.58% 220 / 2 Ln 6: z z 11o.85 LF Qa o.57°A 00 F- / 560 W W CO/ 00 00 56o 1 a, Cq a a ~� �Ln F N +n z z 0 /' PROPOSED YARD/ROOF = F g > > > / DRAIN CROSSING y3v 2Lnwzzz / 555 555 / / o0010 2(0 6 'S $S) 550 n titi1 550 1.9 P\] C 5DR'26 aa4` F Z.s 1% 545 , 545 540 540 .t W O 0) N O M N CO 0) rl N �` 0' ^„ �^ �^„ ^ °emu° ^ v0co o+00 50 +oo z+00 3 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. ,.. ACSA GENERAL WATER & SEWER CONDITIONS 5+00 6+oo 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: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE z5 AND z6, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 1. WORK SHALL BE SUBJECT TO 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. 2. 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 (1-800-552-7001). 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. 1o. 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 Ln Ln z z W W U U F F H H w w 0 0 Z O Q g g 6-6 6-6 a O o o z z �••� uv) coLu a a 0 0 0 Ln J J J CC iy z ti W W CL CL z o o w > W W W W m m LLJLu Lu Lu d d Lu Lu Lr) Lr) � � Q � � N O Lu r4 0) ti M CM Cf7 N M N C:) CY) N N Lu J J U) Lu Lu Q U Y H W Lu Lu U) Lu Q C:) C:) N Q J m 0 O V1 Lu � J J Q O I w w 3: `J L U J � J �I a z J a 2 R z U) w a lu) 182157 SCALE 1" _ 501 SHEET NO. 19 INV IN: 03-75 3 d INV OUT: 6oi.33 TO 24 m li m POSED WATER H.G.L. TH o N o 0 0 ZSERVICELATERAL QF� m MR O O O o SSINGy �y 620 tNOTES: FILL TO BE PLACED AT 95%COMPACTION. n o 0 0 0 15" RCP 620Cll MUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. d p o N � o �n a �W LF o. 1%m CP 159-59 5 SCOTT R. LINSMUM OF 1'OF VERTICAL SEPARATION FROM STORM ^ No ^ F 15 RzzLic. No. 035791ER & W/LAND 1.5'OF SEPARATION BETWEEN W/L &m� m Z Z Z oITARY SEWER MUST BE PROVIDED. II > > > > �a 06/16/20 O O 0 ,n ��0 ,F,)�zzzz 61 5 00 °+..°+. 0 z:z MATCHLINE - SEE THIS SHEET 615 SSIONAL RAG NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 0 n o 0o t0 O `o RCP SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE z1A OR 21B, FLOWABLE aD A 0o 15" FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGELn J m z z O F z z z 42 131.17 LF Qa 10.67% / 610 SPECIFICATIONS, SECTION 3o2.o3G. o i 2:0'PROPOSED SANITARY SEWERNO N�SERVICE 610 LATERAL CROSSINGS NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH F 0 n / / FILL (TYP. ) y OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN O 4 m \ ACCORDANCE WITH STANDARD SL-i AS FOUND IN > to 0) N / PROPOSED 60 5 THE zoo8 ROAD AND BRIDGE STANDARDS. ° N o z O / 8" WATERLINE XISTING GRADE 605 PROPOSED WATER IY >>> F CROSSING w w 0 w 0 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH SERVICE LATERAL / o 0 0 OF 4' OR GREATER SHALL HAVE STEPS IN CROSSINGS / 14 PROPOSED SANITARY SEWER u u u ACCORDANCE WITH STANDARD ST-1 AS FOUND IN / SERVICE LATERAL CROSSINGS F- F- 0 0 0 THE 2oo8 ROAD AND BRIDGE STANDARDS. / w w 600 STR:zo VDOT STD. DI (L=1o') / 15" RCP 600 Z o J¢ as as as TP=589.92 1.1' 37.02 LF 1 "RCP S Qa 5.13% C) C) z z z NOTE: HDPE CAN BE USED AS AN ACCEPTABLE INV IN: 58433 TO zz / w ¢ ¢ SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. INV IN: 585.67 TO YD6 / 1S.67 LF Qa 2.6o% �..� U ca u Ln o 0 0 SEE DETAIL ON SHEET 17 FOR HDPE PIPE INV OUT: 582.75 TO 18 / 15" RCP 0 Ln ¢ ¢ w w w BEDDING INFORMATION. / 49.86 LF Qa 2.47% �..� z O ¢ w o w o ¢ ¢ ¢ 595 STR:18 VDOT STD. DI- B L=1z' 3( ) TP=588.08 595 > (n .F. zwwwww / > In In m m m INV IN: 581.5o TO zo ROPOSED SANITARY SEWER CROSSING W � j > a a a INV OUT: 577.83T016 w/ °C a a a 2:5' 25" RCP IJ� p p p 59p 55.62 LF @a 7.19% 59p U)) U)) U)) > > > w w w STR:14 VDOT STD. DI-313 (L=2o') m TP=57733 00 W O INV IN: S69.SoTO16 F 00 1.1' �LQ 11g°Io 585 INV OUT:568.75TO1z o 0 N 6 ���� �. 585 > V^1 V^1 ♦- Oj O u�^zzz0 1'1 PROPOSED F a > > > 8" WATERLINE n z z z CROSSING VERTICAL RAPHIC SCALE 5 8o m 580 O 15" RCP 5 0 2.5 5 io 20 � m � O O ~ .+ O / 8.oz LF z % 3 3 9 ¢ o � ni m o o o N -+ o 0 F 0, L Ln ( I 1 inc FEET ) = 5 ft. 575 0 N o �� 575 GRADEA N �Z> PROPOSED � F Z> 15" RCP HORIZONTAL GRAPHI SCALE Y 11 75-76 LF Qa 7.04% so o zs so )oo zoo 570 ° ROPOSED 8" WATERLINE CROSSING 570 ti m ( IN FEET m Q Q m 1 inc = 50 ft. C7 p o H o 24" RCP N 565 I-- F 0 lt 0 m Ln 27.79 LF Qa o.go% co 40 0 o N m m �n 24" RCP Q ^ 0 = N p In �t It > �n 44Jo LF Qa O 6.33/0 1 J HLnzzz >>>> m 000 �aZZZZ O U) FF0 II VTTIJIn 560 O mM 'to m F °O'I 11 W J 635 I 000 o� > , N N� m m QN F mmm m ZZo O rl STR:z8 VDOT STD. DI-3C (L=6') > � 11 F ~ a > > > „Fzzz -- Ln 555 TP=6o8.25 INV IN: 6oz.loTO30 r `rv° z z u° O > �� 630 LJ_I J w m 0 oo INV IN: 604.25 TO YD7 j jOj z z_ z °� 0 J J o m 0 RLQ (0:0 v��F INV OUT: 602.00 TO 26 m a O> > Q LL o - _ F U z O FF0 io F Ln m O /LL.) 5° ytio STR:26 VDOT STD. DI-3B (L=6') PROPOSED \ �Fz LLI ■ I --I rjrj0 - \ Lnm m `n v \ > m `^ TP=6o8.4z INVIN: 6oi.75 TO z8 N 8" WATERLINE CROSSING 625 - ® _® u o m otz z O INV IN: 603.7S TO ROOFS 1 y,o / z / o O O O O F z z z INV OUT: 601.33 TO 24 m LL 00 POSEDWATER wui `LA ~~~ Fo InZ 0 N o O Z ICE LATERAL Q mN F l0 N m N \ Ory SSINGY . 545 Lu /°M o s 0 ry p N mmmm� > m ^ J O O O 0 0 0 4 N� 15" RCP 620 U Q In d InwO � o NZZZZp O o o 1 LF 0.51% 5959 v 0 000 M / � F F O Ha>>>>> In F Z Z Z Z Z m N >^°0000oF �SRC�P26Mo @ Y C G ,y o m p O F Ln o N m -- N o N 0 0 'i m� z z z o LF 7y.o4 LLJ F O O O mIn O O O O `n �F CQ (�°I°- - J O OF v) F F o 0' II > > >> Ln F z z Z / O 540 > F "�'D 00 N t Imz z o Z �p �)`l o " " 0 _z z,2 MATCHLINE - SEE THIS SHEET 6�5 U) J 1 �5 yg RCP O N CONN m n F a>>> a v, Ln UN) InFzzz 0 OW N O O ,-, > wwF J In > M .. (v � z Z z o o z >_ > > PROPOSED 8" WATERLINEA G.L. a6 z z o m i 1 1.2' 131.17 LF Qa io.67% LLI z Lu _ F-zzz n�?>z_>z_ 535 CROSSING ° p N Olie 2.0' PR POSED SANITI RY SEWER SERVICE LATERAL CROSSINGS 610 ry i�:5, F ° F F°o ° / FILL (TYP.) y 0 PROPOSED \ \ j w I��.�/ cl. i 24 RCP Mo 1'99 F n 00 z D O> / / 8" WATERLINE EXISTING GRADE 605 530 6b•86 LF @ a > CROSSING V/ SWM FACILITY 2.1' v)Fzzi Q TIE-IN TO / INV OUT=5z7.z5 z4 RCP % 2 03 ROPOSED SANITARY SEWER CROSSING / / 1'4' PROPOSED SERVICE SANITARY LATERAL SEWER CROSSINGS C� 0O(V 5�5 � 5 69.03LF / 1S" RCP 600 RCP 1.1' 37.02 LF Qa 5.23% z4" l07 64.02 LF Qa 1.67% 25" RCP 1S.67 LF Qa 2.6o% 3o" RCP 30.55 LF Qa o.82% 15" RCP 520 49.86 LF Qa 2.47% 595 F 0 a w � In W .T � n M to It 0 0 � W N m m N M v' m V' Ln M t\ 'i N o OD F O O JOB NO. io M � m �� �� .t v) .t N io 't .t N .: ut n � �n N ° al .: o �O �o 0� '� i0 nl ry 0 l0 m M rv� N ry 182157 Ln �n �n �n �n to � 1p � �p SCALE 111_501 0+00 1+00 z+oo 3+00 4+00 5+00 6+00 7+00 8+00 g+oo 10+00 11+00 lz+oo 13+00 SHEET NO. 20 STR-36 - UNDERGROUND DETENTION PROFILE0 STR:68 VDOT STD. DI-36 (L=4') TP=576.i7 INV IN: S70.27 TO 70 INV OUT: 570.17 TO 64 STR:64 VDOT STD. MH TP=574.67 580 INV IN: 569.67 TO 68 STR:70 VDOT STD. DI-3C (L=8') INV IN:568.77TO66 TP=576.i7 INV OUT: 568.67 TO 62 INV IN: 571.92 TO ROOFS O 68 INV OUT: 571.17T 575 575 PROPOSED GRAD G.L. 570 570 15" RCP 28.48 LF Qa 3.16% 15" RCP 565 15-79 LF Qa 3.17% 565 FILL (TYP.) XISTING GRADE 56o 56o O n Ln 0+00 STR-70 - STR-64 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-2AS 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 GRADE 74 V m STR:56 VDOT STD. DI-3C (L=6') O 545 TP=538.o8 INV IN:531.ozT056B F N INV IN: 531.02TO58 O INV IN: 533.83TOYD11 0 �Ln INV OUT: 530.92TO6 � 540 m 0 540 Ln z 535 535 PROPOSED GRADE8"WATERLINE CROSSING 4ROr05tLJ 530 530 2:s' 15" RCP 43-70 LFt7a 0.53% 525 PROPOSSED SANITAR) SFWFR CROSSING N r 0) � o6 m 0+00 STR-56B - STR-56 PROFILE 0 00 O L rLQ 00 STR:58 VDOT STD. DI-3B (L=8') rm TP=539 92 m ° FL: 545 INV IN: 534.17TO So 00 INV IN: 533-52 TO 58B i`n0 INV IN: 535.92 TO ROOF6 LnF z INV OUT: 533-42 TO 56 540,<A 540 PROPOSED GRADE FILL (TYP.) XISTING GRADE 535 535 G.L. PROPOSED SANITARY 2.6 15" RCP SEWER CROSSING 34a3 LF @ o.67% 530 530 o `^ m M M 0+00 STR-58B - STR-58 PROFILE 56o 7' N O STR:102 VDOT STD. DI-3C (L=1o') 0 0 535 TP=529.42 (A-0 INV IN: 522.24T01o4 O 1. INV IN: 522.24 TO 112 0 N co INVOUT:522.14T0 n � i N 0 O 530 Ln z 530 PROPOSED GRADENSTING GRADE 525 525 H.G.L. 520 520 z4" RCP 32.8o LF Qa 0.79% 515 515 N N 0+00 STR-ZlZ - STR-soz PROFILE STR:2 VDOT ST i EXISTING GRADE / 555 J ' 555 / ° / a 0 / 550 / STR:5o VDOT STD. DI (L=8') 0 0 F 0 o0 55 o / TP=539.25 o STR:54 VDOT STD. DI (L=16') o INV IN: 533.10 TO 52 o N u ^D TP=544-75 d INV OUT: 533.00TO4 �n in?O INV IN: 541.25TOYD10 m H a > > `n F INV OUT: 538.58 TO 52 N PROPOSED GRADE 545 ,°° O 545 O O O o PROPOSED WATER o o ° SERVICE LATERAL F- `^ ~ N' CROSSINGS PROPOSED O O ° O ^ 8" WATERLINE " Zp CROSSING mZ 0 » > Ln F Z Z Z 1.0' 54 o .6 1' 15" RCP 2.5' 1 2J' 45.67 LF @ 1.o5% 535 H.G.L.// 535 PROPOSED SANITARY cG%AiG° ronccinir- 2.2' 15" RCP 530 131.98 LF @3.71% 530 15" RCP 39.24 LF @e 6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 m nLh 0+00 1+00 2+00 STR-54 - STR-4 PROFILE INV Ii INV INV IN: INV 545 545 EXISTING GRADE STR:26 VDOT S D. DI-3C (L=1o') TP=534-17 INV OUT: 529.17 TP=533-42 J: 528.42 TO 2B 540 IN: 527.6o TO 4 529.00 TO YD1 JUT: 527.5o TO 535 535 H.G.L. PROPOSED GRADE 530 530 15" RCP 45.13 LF Qa 1.66% 525 525 � m a w m m m TD. DI-36 (L=6') TO 2 0+00 STR-213 - STR-z PROFILE 56o 56o STR:6 VDOT S INS INV I INV II INV IN INV O 555 z 555 / / EXISTING GRADE / 550 r 550 ow TD. DI-3C (L=6') o TP=539-17 rn ° 0 IN: 531.67T08 FO m 545 N: 530.27 TO 56 4:532.92T06B 0 0 m �F 534.25TOYD2 Mo UT: 530.17 TO 4 F z 540 540 PROPOSED GRADE 535 535 G.L. 530 530 15" RCP 37-95 LF Qa 2.85% 525 525 N m m H 0+00 STR-613 - STR-6 PROFILE 00 II 585 m H 585 - "Om o. /o >-°O / Fo F 00 / Ln ~ J / m / ~ u1 0 ° o 58O 580 o � o o � 0)>W0 N O O O mP�ZZ= /(A n / F- O M ° F a z z z EXISTING l0 GRADE °rp / m p 0o N a N v° 575 co > ����� N N � 575 OOZZZp PROPOSED WATER `n N Q Fn r z z z z / FO o - - - - SERVICE LATLn ERAL / o rn0 �/ >> 9 CROSSINGS . � 570 0� a > ° 1.1' S70 0 > ° 00 N Ln-0 �5 RCP / 11 1.1 8575LFQag.13°/a F-rzz 565 565 /� /PROPOSED PROPOSED VDOT STD. ES-1 & GRADE RIPRAP OUTFALL. PLAN FOR OUTFALL SEE VSMP, DETAILS PROPOSED 8" WATERLINE 1.0 5:2' H.G.L. CROSSING 560 56o 1 R y6% L15 RCIP LF 3 37.69 LF Qa o.610/6 555 -IS"RCP T75.7o LF @ 1.22% TIE-IN TO SWM FF INV OUT=556.5o 550 01 ,°,, 0 �p Ol 00 D ^ID w +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: 530.92TO6 550 \ d \ V M V o ID CO _t >O 0 OOOOF \ " " ~ \ 545 Ln ^ N Ol N !0 O 0 > .i O ry av N m m m m 0) o LnzZZZO \ Fa»»> ,nFzzzzz \ 540 \, 535 PROPOSED 8" 3.1' WATERLINE CROSSING 530 525 z4" RCP 120.02 LF @ 0.54% 0+00 1+00 \ 00 J74 m rn U- L- p mpg o-ko L'0�0 F 000F F F F OF N N^ ° m 0 N rmv �n > v Ln vmi H Z Z Z p M F a»» in FZZZZ 15" RCP° 48.29 LF @a 4.97% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 555 3+00 PROPOSED 0 N J I m rp lL o O% -N O O 0 OOn F 01 o N 0 > m 't Ln � m n 'tF O O .. z z O ,ILIn ZZz ���RCP 1o6.81 LF @g.13% -D SANITARY SEA LATERAL CROSSI 550 m OW0 0 s 0 o � x0 F V) O 0 3 F ry O p rn O w 0 m �00 v > N o �0 z z O Ln CL Fzzz 15" RCP 107.75 LF Qa 12.44% VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ED SANITARY SEWER LATERAL CROSSINGS m r m m ^ v 2+00 STR-66 3 STR-6 PROFILE IN FEET ) 1 inch = 50 It Lic. No. 035791 06/16/20 �F z F z w w S Z Z o J ' a �uu` O Ln D ca U Ln U W 0 In J d l 600 z o ti > w zoo: w 'n w i 'n STR:66 VDOT STD. DI-313 (L=1o') TP=595 33 W °C w w ' INV IN: 591.25TO ROOFio� w/ °C °� f INV OUT: 589.5o TO 64 I.f. 1\ 585 = N 0 00 Do 00Ln FO 0 ^w ~ CL Ln Fzzz4.89 Ri\S"RCP LF Qa 11.21% \� 575 )\/ 570 CE LATERAL CROSSINGS 565 RCP .03 LF Qa 10.52% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS GRADE s o N N N r`I 5+00 6+oo 56o 555 550 545 540 535 530 W N .--I N O O L9 Cn Cl? cM N z M Q J W� N Q N w®1■1�1 > O w Ln J J J > a IE U) z O w LL LL O w W W a W Y _j 2 �I-4 O ul zLU _ w U z J -- c � � J Q 0 C) o N u 525 F 0 w a U) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 21 ~ H J J J m m rp m M Q M Q m O 0 0 0 o d o I- F F ^ STR:3o VDOT STD. DI-36 (L=12') I_ 0 O m TP=611.75 p a STR:io VDOT STD. DI-3B (L=io') STR:32 VDOT STD. DI-3B (L=1o') o a 630 INV IN: 6o5.00 TO 32 Q N 6�5 TP=556-50 Q NIt 56o TP=626.5o m o INV IN: 6o4.ioTO30 o o� INVIN:55i.42TOi2 m or INV IN: 6i9.33 TO 32B �� p INV IN: 607.5o TO ROOF4 T 0 INV IN: 549.00 TO YD4 �O INV IN: 619.33 TO 34 H O_ > `nFz INV OUT: 604.0o TO z8 a > inFz INV IN: 54933 TO loB a > INV OUT:61g.00T03o INV OUT: S45-00 TO 8 '0Fz ILL (TYP.) P.) L6i 625 610 555 555 PROPOSED GRADE PROPOSED 8" PROPOSED 8" WATERLINE -PROPOSED GRADE PROPOSED GRADE PROPOSED WATERLINE CROSSING EXISTING GRADE g WATERLINE CROSSING CROSSING 620 1.2' G.L. 620 6o5 1.4' H.G.L. 6o5 550 1.1' H.G.L. 550 EXISTING GRADE f " RCP 15" RCP 28.62 LF @ 2.86% XISTING GRADE 27.72 LF Qa 1.52% 15" RCP 615 615 600 600 545 27.68 LF Qa o.63% 545 N M 0 00 It .t w w W 0+00 0+00 0+00 STR-32B - STR-32 PROFILE STR-3oB - STR-30 PROFILE STR-ioB - STR-io PROFILE S J 74 620 o 0000- N 620 74 m J OOo M n FFO 0 N 0 O� 0 0 } O p w ao m o o `O 8 i^ 0 `^ 615 O O o > o `D W� STR:48 VDOT STD. DI-3B (L=4') 585 F F 585 F o 0 6- ?? z p TP=6o933 0 N Oo '1 O F w >> > / INV IN: 604.00 TO YD8 STR:16 VDOT S > F F z z z/ INV IN: 604.75 TO ROOFS o / INV OUT: 602.42TO46 INVI F a>>O> / INV IN 610 F z z z / 610 wv ou EXIST ING GRADE 605 PROPOSED GRADE 605 PROPOSED 6" H.G.L. WATERLINE CROSSING 600 2.8 600 Lp 15" RCP 15" RCP 46.83 LF Qa o.68% 54-77 LF @ 3.47°� ED SANITARY SEWER CROSSIN 595 595 S M O 06 0+00 1+00 STR-48 - STR-24 PROFILE TIE-IN TO SWh INV O 550 : pQ �� TD. DI-3C (L=6') m r. TP=577-42 .+ � .. O ^„ z p N: 572.5o TO 18 > > 572.42 TO 16B L z z 5H0 T: 569.75 TO 14 EXISTING GRADE ROPOSED GRADE 575 575 G.L. 570 570 15" RCP 14.72 LF Qa 2.24% 565 565 i Ln d 00 o+00 STR-16B - STR-16 PROFILE 550 N STR:98 VD m TP=544 92 INV OUT: 545 00 o p o PROPOSED GRADE 545 � FN O N M Q N N V > lMF zo 540 0 0 Ln � z Z , 540 535 15 F Qa 684 535 IFACILITY - JT=532.00 / 530 tRCP XISTING GRADE H.G.L. 530 30.S7 LF �a o.56% 525 525 m N 0+00 1+00 2+00 STR-98 - SWM PROFILE OT STD. DI (L=12') 541.00 TO 96 EXISTING GRADE 550 STR:8 VDOT STD. DI-313 (L=io') TP=543J5 INV IN: 536.75 TO 8 B INV IN: 538-75 TO to INV OUT: 533. oo TO 6 540IrA PROPOSED 11' 8" WATERLINE CROSSING 535 Ff 530 550 STR:8B VDOT STD. DI-3B (L=12') TP=544-00 INV IN: 539-75 TO YD3 INV OUT: 537.25 TO 8 545 )POSED GRADE 540 535 15" RCP 35.22 LF 1.42% 530 Io M It S 0+00 EXI PROPOSED VDO- RIPRAP OUTFA PLAN FOR OUTf INV r. 645 kD d m M Q 00 640 = Q S 00 N_Ln F 00 'Do F 00 0 F 00 0' �o in 00 N to FFo > ^DH F o o N M N -2D 635 Q �m�w� N'ry N1O F d >> L„FZZ MS 0 v) F- 11 >>> FILL 630 � I I s5 RCP 211% 114.251-F G� �.Gl. 625 620 15" RCP 44.24 LF 4.52% ED G -EXISTING GRADE 15" RCP1.44°/0 �78.91 LF C� Q S O J °h O Q 'to LA V oO u p M 1- 0l(1 1p ° o Q V 'D s't 645 o m > WF a oO � w 11 Ln F- Z �CL FZZ ` j 640 15" RCP 186so .LF @ 00 ri co 'i M O O ~O N N ItLn M ^ 00 �0 6 0 •i l0 4 0+00 STR:114 VDOT STD. DI-36 (L=16') TP=525 83 INV OUT: 521.58 TO 530 530 PROPOSED GRADE STING GRADE- 525 525 "STD. EW-i & I _L. SEE VSMP ALL DETAILS 520 520 f UT=521.0 15" RCP H.G.L. 17,41 LF @ 1.01% 515 515 0 N N N 0+00 STR-813 -STR-8 PROFILE STR-11 -OUT PROFILE 570 565 56o 555 550 PROPOSED VDOT STD. EW-1 & GRAVEL FLOW SPREADER. SEE VSMP PLAN FOR OUTFAi L DETAILS TIE-IN TO SWM FACILITY INV OU 18" RCP J 19.87 LF Qa o.86% 540 1+00 2+00 3+00 4+00 STR-44 -STR-34 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 i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-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-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. 4 STR:82 VDOT STD. DI-313 (L=6') TP=559-00 INV IN: 554-oo TO ROOF12 INV IN: 55235 TO 84 INV OUT: 552.25 TO 80 570 w STR:74 VDOT STD. MH 00 11 m EXISTING TP=554.25 m ii Q = k 00 // / GRADE (TYP.) INV IN: 548.02 TO 76 INVOUT:547.92TO72 000 � m00 Q 000 _COm}O Q pF o pF 565 / _ O O 0 F, Ln F in F o STR:84 VDOT STD. DI-3B (L=8') g to in F F F N F m o6 F � rn / TP=559 So o p mm.0 Qm Q> OO TtQ v�H OSED INV OUT: 552.5o TO 82 vF N OO > > L Lr 00 o GRADE�Ln 00 O0^ 560� � > N u�iF ,PRO � F a>>>> Ln FZZ Ln Fzz_ N ,�,, .. Q in F Z Z Z Z / PROPOSED z 0 8" WATERLINE z_ z_ PROPOSED WATER SERVICE / CROSSING - LATERAL CROSSINGS 555 / 1.0, FILL 14' APRO - (TYP,) / 8" WATERLINE 1.2' CROSSING S50 1.0 �5RCP 3.6, H.G.L. 28.91 LF Qa o.52% 15 PROPOSED SANITARY SEWER 77.99 LF Qa o.51% SERVICE LATERAL CROSSINGS IS" 545 96.83 LF @3.17% 18" RCP 15" RCP 56.81 LF Qa o.56% 44-75 LF @ 0.510/0 18" RCP PROPOSED SANITARY SEWER CROSSING 43.90 LF Qa 0.52% ROPOSED SANITARY SEWER CROSSING 540 V n n M w �L L,Ln 0+00 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE PROPOSED VDOT RIPRAP OUTFALL PLAN FOR OUTFA INV OL 5 50 5+00 6+oo VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 635 630 625 620 Lic. No. 035791 06/16/20 �F F z z S Z J w w ' Z C) Q 0 0 �uu` O U Ln ^ m D U w Q In J w l Z < w w w i H O F ' z Q Q w w i > w w Lu CC Ice 20 J r v� c O .--I .--I .--i N O O zoo L9 2: ti NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 2iA 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. STR:io6 MODIFIED VDOT MH-1 TP=536.00 INV IN: 524.07 TO lo8 INV IN: 529.5o TO UGD BYPASS o INV OUT: 523.97TO104 540 74 540 V o STR:304 VDOT STD. DI-3B (L=8') 6 0 N O TP=531.58 INV IN: TO O O 523.19 lo6 F I- F INV OUT: 523.o9TO202 535 O NNN Q N N N 535 0 0 ` � PROPOSED " v ? ? O GRADE Ha »> ,,,Fzzz 530 / 530 XISTING GRADE TD. EW-2 & .. SEE VSMP 525 _L DETAILS. ✓ . H.G6LR IT=521.75 6" 3RC P CP. 3" 116.83 LF Qa 0.67% 520 42" RCP i�4,36 LF 0.74% 520 59.67 LF @o.66% 515 515 O N M N ci N N O N m m +00 3+00 STR-1o6 - OUT PROFILE M ® M Cn N z M Q rn m W N wN Q ®1■1�1 >_ o W Lu J J J a W0 F z o O w LJJ LJJ U W Q u Y _j 2 LLI I-4 'v^J > o ul i ZW _ W ' (nn i V U) z J w J Q CD C0 4 u GF 0 w O w U) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 22 555 RT 20 - STA. 13+00 CROSS-SECTION 555 550 f SP ING HILL PROJECT -5550 T 2.0%SLOPE i 550 545 m w w 545 O N O Ln .0 00 't M O O O V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 555 RT 20 - STA.13+50 CROSS-SECTION 0+30 0+40 555 —SPRING HI L PROJECT 550 548.4 T 550 — q48_i2 E / _ — — — — — a.o%SLOPE — — — — — 545 _ — 545 s vi vi a m w a w s 540 540 N N ri 00 n Ln 00 N 00 M 01 00 O I� 00 00 C6 00 C606 00 V1 N Ln Ln Ln Ln L Ln ll'1 VIt 1 �l1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT 20 - STA.14+00 CROSS-SECTION 0+30 0+40 550 f-SPRING HILLPROJECT 545.63 T 545 54530 E — — 2. 545 -- -- —� 1,0,0 w Z z 2 w 540 F 540 a F w aD 0 d m ' rn 00 O 00 m Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT 20 - STA.14+50 CROSS-SECTION 0+30 0+40 550 545 s43.37 T 545 543,04E 2.0111SLOPE �— ------ ------ -- 540 540 m W W 535 535 L(1 INLn N 0) m 0 �t 00 r\ l0 O N 00 00 M 0) M O N M N N N N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 545 RT 20 - STA. 15+oo CROSS-SECTION 540 RT 20 - STA.16+oo CROSS-SECTION 540 536.46 T 536.23 E 535 (-SPRING H ILL PROJECT 2 0 Pr — — \ 535 530 V m w w \ \ K 530 1p N l0 V1 Ln c^j m l0 N M M M 00 M M M M w M M M ri MLn -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT 20 - STA.16+50 CROSS-SECTION 0+30 0+40 540 —SPRING HI LPROJECT 535 534.33 T — — — LOPE i 535 — Z.o% 530 w— — — — — — 530 525 V m FF wQz wwn w 525 N 0 . ~O . N O N M M u> N M 1� N H H S N U) S d N Ol IN N -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'Z1 —SPRING HILL PROJECT 535 32-49 535 532.62 EP SPRING HILL EN FRANCE W $30 2.0% LOP, — — — 530 — Z — 5�5 m wZ 525 0)m o o 0) a m 00 �n o OD lml� N N N Vl N m Vl N m Ln l!! N L!1 L!1Ln l l!1 Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT 20 - STA. 17+50 CROSS-SECTION 0+30 0+40 540 SPRING HILLPRO ECT 535 531.Ss TC 535 531.22 EP 530 Z.o%SLOE -- - -- — — — — — 3 530 525 0 U m w w — 525 00 O. l0 ~ M i In n ul 00 l0 O 00 N N 00 m N Ln cl 01 m N 4 Ol m N �y 11 m m AH m M O m 06 N L l0 N � Ln N 0+30 0+40 -0+40 -0+30 -o+zo -0+10 0+00 0+10 o+zo 535 RT 20 - STA. 18+oo CROSS-SECTION 545 540.84 T 540 54o.g E ao%_LOPE — — — - — — w -- 540 m w 535 — — — — — 535 CO ^ l(1 S ItkDO1 r` M ^ l0 .t I� Ol N N N 't 't N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 545 RT 20 - STA.15+50 CROSS-SECTION 0+30 0+40 545 540 538.52 T 538.2g E 1 2.0 _ 540 535 — — — m a �� / w — 535 _ 530 c 530 N V1 0 rl It N N It 00 N .t H Vm6 �n 't It vmi d m vmi m Ln vmi 00 � vmi 00 � m 00 vmi vMi vMi Ln Ln N U) -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft. 0+10 0+20 0+30 0+40 0+30 0+40 535 SPRINGHILL PF OJECT 530.65 TC 530 s3o.g2 EP — — - - - - - - - _ \ 07 w 530 525 525 520 a V m4.. 520 00 00 ^ 00 d 00 � W 00 •i Ol ll1 O N ~ N Ln O N O N) L O M L O M Ln N) N N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA.18+5o CROSS-SECTION 0+30 0+40 535 SPRING HILL PROJECT 530 529.68 TC 2 EP PE- 530 2.0%5L 525 525 2 22 22 G G C O a a 520 0 m w w SZo O 0 O It M tD O. 00 N .t Ol l0 OD 6 OD N Ol OD IN 0) 0) 06 k6 N N � N Ln N NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 Lic. No. 035791 05/05/20 AF Z z W uu` F z W � O CID U U mu W Z in J inc iyl Z ti F�1 0 z W W l Ln [ LnLU c U O 0 Lu Q a, CDf N O O V O O O E O c - U - > � o co o � CV N 0 zM a o T c W C J0 CY) C\I Q .■. Q o ®1■1�1 � < / O U J o W � zL U J J O > a co z U LU U o 3 Ln w O U 0 Q = � a 0 o Q U �I J o Y J r4 LLI I— i--i > LLJ o E /�� o V J � O 0 Z_ w 2 w w z CD W Z z w �'1 (V z — U z 8 0 J �c U 0 LU 0 a J U a > ,Q0 U 1'4 C) X L F o w x a Ln JOB NO. 182157 SCALE 1"=10, SHEET NO. 23 N 535 RT 20 - STA. 22+00 CROSS-SECTION 535 NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 ft. 535 RT 20 - STA.1g+oo CROSS-SECTION 535 530 528.83 TC ENTRANCE 528.23 — — — 530 520.5 GROPEN 2.0% SLOPE 525 w 525 520 ww w� w 520 O1 n O lO (0O 01 n 0 O lD M M N 00 00 00 00 W 00 N N N Ln Ln ul -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 19+5o CROSS-SECTION 530 523 12 530 525 \ 5z5 520 — — — 520 515 w w 515 l0 Ln m 00 u1 O n .t d Ol .t 00 l0 00 M N M M Ln Ln Vl Ln Ln -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 — GROPE T 527a1 — 5�5 2.0%SLOPE — — — — — \ 5�5 520 w� w — 520 o D vi 00 rn 00 0 N o m 00Ln N 1� N n N n N N n N N n N N N Vl N tV N Ln Ln N -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 — 526.72 TC _ — — — 26.39 EP 525 OPE - - - - - - - w 525 2.0%S 520 V m n w� \ \ \ 22 G — — 520 01 00 N 0) n f U1 Ol 00 O O V1 O 1� n N 6 l0 N 6 t0 N 6 l0 N 6 lD N l0 1Ln N Lc -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 \ — 530 52g,92 TC 525 525.59 EP — — — 525 520 m w w — — — — 520 o ran m o m 00 .i o n m 00 00 N LD N N N N y V Ln L n l -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 \ — \ 524-72 2.00A SLOPE 530 525Ic 525 520 w \ \ \ \ 520 525 Mw 515 CO lD M m ^ m Oml 'i N N HLn �} M M N N N N N N N N N N N N N V1 LI) Ll) -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 \ \ \ \ %SLOPE — 530 525 \ \ 525 2. 520 w ----_ 520 J 0 5�5 w w 5�5 Ol N l0 H ri l~O V7 r, N l0 O O lD M M 00 N� m N M N m N S N N N N Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+30 0+40 535 530 ------------_ 530 525 \ \ \ 525 V 0 \ 520 � 5zo 515 0 w w 515 Ol N m 00 M 00 M 0) n l0 N O l0 .t O N t N i N N N N N Ln -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 H 5zo o � --_ _ D 5 20 515 w w _ 515 'i 00 1. 00 Ol y^j Ol F O 0) O Ol c6 tD n'1 M C) .i �y N �y N O C1 c6 N 111 111 U) ul ul u> u> ul l~(1 Vl -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 5�5 \ x o 525 F x 520 520.)8 - - -- - \ _ 520 515 w w — — 515 CO 00 N N O 0) M O N In N l!1 N N V1 Ol NO Ln V1 ci N ul cl NO lNil d1 V1 N IN V1 -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+40 525 520 \ \ 520.24 --- -- 520 w w 510 520 •i 00 10�1 O 00 N 00 U1 O O N M N N ~ N Ol N O N O N -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 _ x 520 � 5�935 525 w 77 \ — — — — 515 J 0 510 w w 510 N W O N N 9 S n kD Ol D M 0) O N CO V1 Ol L!1 Ol Ln m in 06 V1 06 U N lA V1 Ln V1 l!1 l!1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 Lic. No. 035791 05/05/20 AF Zo z w F z w S O f OO U U m w Z in< J d <L jy l z < ' Z >O w w i j w w LU 0 Cn O w a,� a N O O O O 0 3 N _ U r - > N co 0 co 3 ® m N N 0 zM a o Q T O ' WO� J N Q.■. N Q o ®1■1�1 < / O U o Lu zL J J O 0 > a � a z_ V n � ' ® LL o 0 w O U Qa _ o o Q V 0 O Y J r4 LLI H i--i > W o � o C/) _ J O � Z_ w H� 2 LL 0' W W Z_ W Z n/ Z W ^ Vz N — U) z J 0 J ck� U 0 LU m y � J � o a Q � / r1 cn U O X L F O w a JOB NO. 182157 SCALE 1= 10, SHEET NO. 24 N 570 570 �TH 0 o C, 0 SCOTT R. LINS�Z Lic. No. 035791 n 05/05/20 IONAL r"'�Oti w w z CD Z w z J 0 U O 0 U) U w w � � 3 U U z z O O w w 0 0 ZZ J as as > O > > y 1--1 En DQagg 3 0 J CC Cr J J u < W W 0 F Q Q s0 W W W W W w O w w w w a a 0 w w ° U) U) w w 0UT r"r a 0 U 0 O o .--� O N � W Q N O O E Up—~ N O O c 3 U > O M o ® ('� 3 M N 0 0 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+50 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+00co a a SCOTTSVILLE ROAD (RT zo) - INTERSECTION SIGHT DISTANCE PROFILE Q m 650 65o N M NOTE: SIGHT DISTANCES WILL BE VERIFIED Q IN THE AS -BUILT CONDITION. O w DC w J J_ 0 > Q U_ On z W O � �r LLJ 3 O V LU z U Q 0 a O U Q J (/1 Y J 0 o W 1— 4 T Ul �::)— c (n J l7 J Eri z w Z w w wCD 2 Z Z n/ w VZ z J oc U 0 W y J U a VERTICAL GRAPHIC SCALE C� s o z.s s ,o zo o 0 N 0 ( IN FEET ) 1 inch = 5 ft. E HORIZONTAL GRAPHIC SCALE w w o W 50 0 25 50 100 200 d U o JOB NO. 182157 ( IN FEET ) 1 inch = 50 ft. SCALE O o+oo o+ o s+oo i+ o z+oo z+ o +00 + o +00 + o +00 + 0 6+oo 6+ o +00 + 0 8+00 8+ o +oo + 0 i0+00 V:i - S 5 5 5 3 35 4 45 5 55 5 7 75 5 9 95 H:i"= o' a AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE SHEET NO. o �5 565 565 560 60 � HT. OF � OBJ=3.5' 555 � — — — 555 550 550 545 545 SSG / 540 540 i LINE OFSIGHT / � — 535 535 EYE E= b5�� XISTING GRADE --- 530 530 PROPOSED GRADE / 525 525 HT. OF / OBJ=3.5'- 520 520 .t O M O � O m m OD ^ � vl O •i O Ln O � OD O m Ol N � 01 � N 01 n � � ul 1 � 01 01 m �Y W � vl V1 � M O � 00 M O OD O O Ol O ri N �y N N N N N �t N lD N tD N W N ^ W N � 01 N � OJ N O O'i O m d � 01 � N O l!1 � 1p � l0 Vl N � V7 N � V7 N N N N N N In � Vl � � � 645 HT. OF 645 i OBJ=3.5' ANj50� i SIG/D\ / 640 640 635 635 � HT. OF LINE OFSIGHT / EYE=3.5' 630 PROPOSED GRAD EXISTING GRADE 63O 625 62 5 i 620 620 / / 615 / / / 6s5 HT. OF— / OBJ=3.5' / 610 610 '1 O .t d O N M � Ln � .t N .i 0 vl � O � 00 � 01 � rl 00 l0 M l0 � N M M M M MM� M N M M �t �t �t 615 HT. OF OBJ=3.5' \ 595 595 590 �s��y 590 F� 585 LINE OF SIGHT 585 58o HT. OF 58o \ =3.5 \ PROPOSED GRADE \` 575 575 \ \ 570 570 \ \ 01 \�° 565 ` 565 EXISTING GRADE \\ 56o 56o \ H .OF \ O J=3.5' \ 555 \ 555 550 550 00 s m �00 � 00 � ONOm F ID �� s 1+00 1+50 2+00 z EY - INTERSECTION SI NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 a 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. Lic. No. 035791 06/16/20 AF Z Z J E z w z w 0 o O ~ j w 0 J a inc a iy Z < W W 1J ^` 0 F d d I Z L Ij LuW / wLu !n w w � N Lu.--I N CD CD 0 W W ul rn ti M M N M N O CY) N N Lu J J U) Lu J Q U Y W H Lu Lu U) w Q 0 0 N Q J m M O Ln 0C Lu J LLLL z 0 Lu v Lu Z V a v, J � J l7 2 C� z w a v=i 182157 0 a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 o+oo 0+50 i+oo 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCALE LOYOLA WAY (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE V 1II -5 LOYOLA WAY (NORTH) &DAUPHIN DRIVE -INTERSECTION SIGHT DISTANCE PROFILE "1 °' SHEET NO. z6 635 635 570 570 HT. OF BJ-3 s 565\ 565 56o \ 56o 555 \ \�0 555 q LINE OF SIGHT \\--�\\ 550 55o 545 — J \ 545 EXISTING GRADE \ siG \ \ 540 Hr. F %yn, 540 PROPOSED GRADE 535 \ 535 \ 0 B J= 3.5' 530 530 1 l!It 00 ry It n m W O m 't M 00 " 00 V1 6 IN l0 01 ry m u Ln N u Ln Ln Ln u It v m 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE 575 575 570 _ 570 HT. OF / OBJ=3.5' / 565 565 / 56o / �� 56o / / 555 / 555 P IF / 40� 550 LINE OF SIGHT / 550 EXISTING GRADE 545 / \ / 545 ROPOSED GRADE 540 / / NCE''i H . OF =3 5' 540 / Y 535 i/ 535 OBJ=3.5' / 530 / 530 0 01 l0 N l0 Ln l0 N 0 ^ 1p 0 Ol Om ° m 'r 00 H s Ln Ln HT. DF / OBJ 3.5' 630 / 630 / 625 ry��/ /' 625 c, 620 / 620 i 615 / 615 HT. OF YE=3.5' ROPOSED GRADE / 610 — _ / / 610 LINEOFSIGHT // \ / 605 605 XISTINGGRADE 600 / rr 600 r / 595 0\�� r/ 595 r 590 / // 590 / / / 585 // 585 / 58o / / 58o HT. OF OBJ=3.5' / 575 / 575 / 570 / 570 �} N •i m 0 N ry 00 0 •i M 00 O O p Ol In 3 O Ol OJ N H •i N m .t I� n 00 a) 01 ,0 O 0 O ri O O N N 10 0+00 0+50 2+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 25 5 10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 11. 20 SIG AT DISTANCE= 5 EXISTING GRADE HT OF HT. OF OB =3'S 555 E_ . ' 555 550 550 LINE OF SIGHT Z\O 545 545 HT. OF OBJ=3.5' PROPOSED GRADE 540 540 535 535 M 1p 01 m 'T M a) .t S Lic. No. 035791 05/05/20 AF Z0 Z J z W as as z W as as O OO 0 J z < W W H o F a a z o 0 w w jLu 1n 1n w w � L9 W W Lu z ul z J J 0 u ti cM C) rn N M N C:) Cn N N LLI J J U) H O _ U Lu W Lu ,Q V 0 C:) N Q J M M O 0C w J LLLL z 0 L.L. W v w zQ a J 0 J l7 H� V z G w lu) 182157 SCALE V:i"=5' H:i"=so' SHEET NO. 27 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. Cl5LLINSZI \ i � Lic. No. 03 91,E 0po 08/24/20 �4 / - � TMP g1-18 __ - -' - \ ON E�G,� WENDE-LLLVV.WOOD \� \ \ D.B. 17,7/ PG. 674,677 PLAT \ � D.B. 707 P. 582- \ D.E571 P. 245, 246 PLAT / - _ �D.B.z88P.347COMM. OEVA D.B. 279 P. 493PLAT ROCK /- INV OUT moss NSPHALT N41:1 - - - - - _ _ _ / AVINITY ESTATES MH-11 - / / / \ COLUMN / / - \ / \ RT. zo MP -Lu O \5 F SEQTTSVILLE ROAD ( T - H 4 - + - - - _ M wv lry +s"c o oL m � H 7 Z Z ` ur \ /\ son 53 s^acP wv MH-3 -ors- -6+00- s - --� s 5oaa� 9\s 8+00 82� H 5 MH 6.. _ �s. / O a / \ \ TOP 20 4803 MH-1 v _ �s� s 1O+ TO OO / INV OUT464.30 � _ _ _ _ M J 5+00- �_ - 57� / 9... - -Of v ur s 13+. - / j Of { a +00 \ �, 00- Paow PT 1 12 \ / `�a a cmP Irvv lry - �4 s s-ter - - / o �_ �s 11+00- siz.eo s i� 1 Q / 4e4a Rq `� - - 1+00 N vl 9s.rz 3+00 / S �� \ - ` �- s �� �_ / V {n APPROX. we N s j 2+00 IM nss.00 s s s /�s'� � � - - � / P � -ozs- - �s-�_ s � _ � � V) m V { 15 APPROX. EMENT I _ �j 5 5 S S / / /� -OZS- w {n { / oB. 3479 P. 336 \ �J 3H0 / [q P48625 I - i - - - 3H EASEM / / / d 3\ O X�1�w INGRESS C INpOUT 40473 < i ,F09 NOR TV Ss Z5 _ - aL -�AlH 1H03H0 Z < ' 0 \ EN FOR IMP9 5N P2� p4S/ _ _ O F D_ -2 o3.Ho aHo ...-- �aa\3 \ _ _ c+�q_A �� t k00 / / Wino sl 0 ev � m / / / A � .. Lu i ,Os - o EXISTING 2o'ACSA SANITARY - �Pos s \ -o NOOFFSITE EASEMENT / NOOFF SITE EASEMENT - --- - w {n ` SEWER EASEMENT \ -N-0 OFFSITE EASEMENT \ { r- - --- NO OFFSITE EASEMENT - > : a \ ? - REQUIREDON-PRTy / VDOT R/W - - - - REQUIRED ON PROPERTY W w \ VDOT R/W REQUIRC�ON PROPERTY REQlJIREDON PROPERTY = \� D.B. 5278, PG. 283 \ TOFH I 50166 __ B PROPOSED TIE -INTO \ / z'/ \ _ p NNm / / \ / / -- - 90-3 AVINITY ESTATES MANHOLE \ \\ /\ \ / - - _ Mpg 5M� / / HAT ER ATION, LLC / N 9N / TMP9116B / ED,DtVAL / D.B.1977 416 ALFRED L. AND / C/O GRACE O'BRIEN_ / D.B. 391 P. 5z5, P - W - --- JOYCE W. BERRY V / 1 I / D.B. 41y PG.5i5 � ___ D,B: 39aF. z67 PLA - w s� °V D.B. 4o2 PG. 389 \ -D. 015. 26 26 PAT 1/ / Z / - / 1i 39 4, / 1 �- / D.B. 3z1 P. 25o PLAT, \ ✓ / \ \\ / / - - - - wZ Lu / / CyRAPHIC SQA�E / / _ - z P 91 /TM-16A1 \ _ / ALBEMARLE CARTbR\M UNTAINS - ��A so 0 121� so m0 200 MANAGEMENT CO. LLCM A �� 1I D.B.3480 P.68 v \ - w rn N o 0 0 0 D.B. 1030-P..-173fL \ I - /\ VINITY A IDS _ - - / / Q - \ \ \ J .-i N N N N _ / 1 / i _ o M v �N FEET ) / / 0 CD inch = 50ft. / � � � / / / � .� o 0 0 0 -A- 540 535 530 525 520 515 510 505 M H-1 STA:o+Si.84 RI M:493- 33 INV IN. 489.12 FROM MH-2 INV OUT. 488.92 TO AVINITY ESTATES MH-i1 AVINITY ESTATES MH-11 STA:o+oo.00 RIM:493-02 INV IN. 488.66 FROM MH-1 INV IN. 488.66 INV OUT. 488.46 1o" HDPE SWM OUT TALL BARREL PROPOSED WITH AVINITY ESTATES 490 CONTRACTOR SHALL OBTAIN AS -BUILT INFORMATION FOR MH-11 PROPOSED WITH AVINITY CLASS I B CKFILL MATERIAL SHALL BE CRUSHER RUN GGREGATE NO. 25 OR 26 AGGREGATE BASE MATERIAL SIZE 21A OR 2 B, FLOWABLE OR CRUS! 1ED GLASS CONFORMING TO FAI iHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE JFICATIONS, SECTION 302.0#G. NOTES: i. ALL FILL TO BE PLACED AT 95% C MPACTION. z. MINIMUM 3.5' OF COVER MUST BE AINTAINED O ER W/L. SEW R & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. ESTATES PRIOR TO TIE-IN. L8" SDR-26 PVC 485 47.84 LF Qa 0.54% ED G DE (TYP.) 8" SDR-26 PVC 179.71 LF Qa o.63% M ri D 0 M N 0 a t a 0+00 1+00 2+00 EXISTING GRADE (TYP.)-/ i / / MH-2 / STA:2+35-55 / RIM:497.25 i INV IN. 490.45 FROM MH-3, INV OUT. 490.25 TO MH-i / OR.ti@651 3 J' $ 5 6�,F titi�1 r r9 Ol 0 a) a L � 3+00 4+00 PA w w ul w w- w z J 2 V a MH-3 MH-4 MH-5 STA:4+54.31 STA:6+69.10 STA:8+69.99 RIM:S11.5o RIM:512.00 RIM:513.38 INV IN. 504.75 FROM MH-4 INV IN. 5o6.03 FROM MH-5 INV IN. 507.28 FROM MH-6 INV OUT. 504-55 TO MH-2 INV OUT. So5.83 TO MH-3 INV OUT. 507.o8 TO MH-4 _ - - _ - _ - - - - - - i I i 8" SDR-26 PVC 8" SDR-26 PVC 196.89 LF Lal 0.53 210.79 LF @a 0.51% N Ol M ci Ti chi Ti Ti 5+00 6+oo 7+00 8+oo 3.6' 2.5 ( IN FEET ) 1 inch - 5 ORIZONT L GRAI 25 W ( IN FEET ) 1 inch - 50 W? chi 9+00 sc 8" SDR-26 PVC 286.26 LF @ 0.83 0 ti M co m N z M N W WCLL N O W Q > O,�/ ,w,xx MH-6 MH-7 Z LL.� cW STA:11+6o.25 STA:13+22.86 J z RIM:5i6.4o RIM:518.25 J J INV IN. 5og.87 FROM MH-7 INV IN. 51o.95 FROM MH-8 Q INV OUT. 5og.67 TO MH-5 INV OUT. 520.75 TO MH-6 co Lu F- i--i -- - Q W W 5 0, _ (D lI► W" Q Y J Q 8" SDR-26 PVC W i\.-q 158.61 LF Qa 0.55% / z ul - J Ul ZLU Lu LLI rrnn ~ V LL - � z_ LL JLu J 'Q Lu V C:) 0 C) N Lu w w a Ln JOB NO. 182157 l0 00 O O O SCALE ID Oro Oro AS SHOWN SHEET NO. 28 10+00 11+00 12+00 13+00 14+00 40 \ \\ -- ---- --- - - TMP 91-18 _ \ WENDELL W. WOOD / TURN LANE IMPROVEMENTS ASSOCIATED \ \ D.B. 1727 PG. 674, 677 PLAT WITH SPRING HILL VILLAGE PROJECT \ D.B.i"7oj1.58z \ \ / D.B. 1571 P. 245, 246 PLAT D.B. 288 P. 347 COMM. OF VA/ / I 79 P. 493 PLAT " D.B. z N i / z /40 / _ A / / / / �� zz :pO \ / / MH-919+00 sz� / - 18+00 s30 \ / BENCHMARK IS CHARLOTTESVILLE w°° s / _ i� j j NCq 20 p �° 5 // / % // VDOT R/W / // GIS ROUSE-SIRINE STATION 1o5 INVOUT ROPp S+oo , 44, L j MH 8 N 3882993 34 \ ON EA AL PSPHALT / DRIVE �/ / / COTT5V1 / 5 `-- 1 f,s rSAaQTOOP" 5 _ 51B. 1 i - 0 / /IN 581 / / / ELEVATION34.683 \ 5 7.7- P so -o'g-_ ,,.Q� �5- llrV IN wV our (/ MR (FULL OF MH_5 r m s 5' HORIZONTAL SEPARATION (MIN. I NV IN V 10, a MH-6 °�_ I COMMERCIAL BUILDING s 5 8+00 - - 9TOP (_L-Ow_ -11+00- �+zur 1�+0-0 --s DiR- ZS INGRESS I I I EASEMENWI0TERMINAL CORP. GD.B. PG 4,477 PLAT / - - - - - - - - - - '11%01 I D.B. 44 P. 195 NO OFFSITE EASEMENT-.- - NOOFF--SITE EASEMENT__ Ox sE wE D.B. o P. 198 PLAT - --- NO OFFSITE EASEMENT 0 � - - - � � � \ � � I I I ---RE�tJIRED-ON3R TY / VDOT R/UU - - - REQUIRED IIN PROPERTY i PP° / REQIIIRED�N PROPERTY w Lu _ TMP g 5M / / / / / HAT 3ER ATION, LLC / _ _ - TMP gb�35� \\ ll E D DC VAL / D.B. 1977 4i6 �' - - - / / - - - B LE R RTI�S LC I I GRAPHIC QPE \ C/'GR RACE O'BRIEN' / _ D.B. 391 P. 525, P - _ - - - - � D. 1 P 18 I A 1 D-.�. o P-z6 PLA w - -- / D.B. 97� 474�477\?LAT\ J II 50 0 25 50 100 D.B. 414 PG. 5 5 _ 39 7 z D.B. gz P. 7 PLAT -i D:B901P�.264, 2 6AT_� - 1� _ - _ ( IN FEET ) I1 inch = 50 ft. NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. OFM MH-5 STA:8+69.99 RIM:513.38 MH-5 INV IN. 507.28 FROM MH-6 H-3 INV OUT. 507.o8 TO MH-4 3.6' 8"ISDR-26 PVC 286.a6 LF Qa 0.830A 8" SDR-26 PVC 196.89 LF @ o.53% MH-6 STA: ii+6o. z5 R I M:5i6.4o INV IN. 5og.87 FROM MH-7 INV OUT. Sog.67TO MH-5 MH-7 STA:13+22.86 RIM:518.z5 INV IN. 5io.95 FROM MH-8 INV OUT. 510.75 TO MH-6 / EXISTING 24" RCP STORM - - - - - - SEWER CROSSING 5.0 I - f 8" SDR-26 PVC 158.6i LF @ 0.55% 8" SDR-26 PVC 323.4o LF Lla 0.500/0 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE I OR CRUSHED GLASS C-QNFORMINGT THESIZEEO IREMENTS F R 25 AND 26, CRUSHER RUN AGGREGATE SIZE PER VDOT ROAD AND BRIDGE SPECIFICATIO qS, SECTION 3 z.o3G. MH-8 PROPO STA:16+50.26 RIM:5zo.33 INV IN. 512.78 FROM MH-g INV OUT. 512.58 TO MH-7 GRADE (TYP.} J STA:18+66.54 GRADE (TYP. - RIM:523.00 INV IN. 518.7o FROM MH-10 _ INV OUT. 518.Soo TO MH-8 $::�_ ,r, ? 2 6g% 21�"?$ NOT 5: 1. LL FILL TO BE LACED AT 950 COMPACTION. 2. MINIMUM 3.5' O COVER MUST BE MAINTAINED OVER W/L. 3. MINIM U RTICALS PARATI RM EWER & W/L A 4D i.5' OF SEPARATION BETWEEN W/L & ANITARY SEW R MUST BE PROVIDED. NG 8" VCP SEWER CR M H-10 STA:2o+88.86 RIM:529.42 INV IN. 520.7o FROM MH-11 INV OUT. 520.5o TO MH-g I 8" DIP 218.32 LF Qa 0.82% EXISTING ACSA zo' SANITARY SEWER EASEMENT D.B. 5328, PG. 7o6 M H-1i STA: z z+1z.77 RIM:534-50 INV OUT. 521.5o TO MH-io 8" DIP iig.91 LF @ 0.670/1 540 535 530 ED GRADE 525 520 515 510 VERTICA GRAPH C SCALE 2.5 1 505 ( IN FEET I 1 inch = 5 f . ORIZONT L GRAP IC SCA E 500 25 ED 1 0 20 IN ( FEET) ch 50 flt.. 495 ri In tp W Q1 O O O ci L!, H M OM ci t l� DO DO Do m H 6 IN 'i Li) m N Ln v1 Ln Ln Ln L~il Ln Ln 1n v, Ln v, v, �n Lr� I I I I I I I I I I I I 8+oo 9+00 10+00 11+00 12+00 13+00 14+00 15+oo 16+oo 17+00 18+oo 19+00 20+00 21+00 22+00 490 SCOTT/R. Cl5LLINSZ Lic. No. 0357911E 08/24/20�� �.;�SIONAL EEO, ~ z V/ w Z i z O Q 0 o O f Ln a V V 1 F�1 Ln � 1 z Q w z 0 F ` Z Lu - w w L z J d d Q O j Q LL % z z i 0 a 3 a a 0 O LL Ln o z 3 Ln w j a = CR z s � 3 a a z c� a 1n U J 0 Z z LL F- N Q O N N l n 07 0 l l\O O CD CD CD L9 z� ti - CM rn N M z WW N J W N Q O > p Q� z LLi c� 12- J z U Q Q w z L9 ~ LL J 1 W z<w� W U Q In W Y J LLI� \�q ul - J Q Wi--i V) z = W - U) z_ V) LL J L�L/J O J rQ (j) V 0 C] C] N ui w O w 485Ln JOB NO. 182157 SCALE AS SHOWN SHEET NO. 29 I I I I , I PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evelyn' Hedge 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 inic6 Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Comus 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' 212 Ilex glabra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henry's Gamet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellata 'Royal Star Star Magnolia 6-T ht. 10 -'Royal Malus x'Prairifire Prairifire' Craba Ie 6-T ht. 48 M rica cerifera Southern Wax Myrtle 4-5' ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vir atum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acerifolia'Blood ood' 'Blood ood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-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 ThAa x'Stee Iechase' 'Stee Iechase' 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 tido 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 campestre'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 6-7' ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-7' ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' DID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata 'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 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' 1 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 1 5351 3745 TOTAL CANOPY 89123 Ir jaxNakj[9]W 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 kllrl:1103 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 O U N O ao N� N_a E 0 �W aE � Q) `en U m U a E U7� a(D � a oO 3 mp 3 �J ON a00 00 M V W Z V v J > J J Z IIIIIIIIIIIIIII IIII D = O U vLU Z J V) m J Q tiALTHopen ` <\.� - 2 JESSICA S. PRIMM y Cert. No. 0406001256 � oFr/1 Fr/2o2o ,� 11�S *.CAPE ARC�I* SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 County/ARB Submittal 2 12.23.2019 Count /ARB Submittal 3 05.29.2020 Counry/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.2020 County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal SCALE: 1 "=50'-0" SHEET NUMBER: L500 E O U N O ao !T � ti N N -p rC 0 EW a�� U >�E >.0 a) a E � Uv a U M s � � — U 0 '-0 cf) o ,q l� a o 3 mp 3 �J ON a00 v M V Q LU z_ V J > J J z J = O U v LU Z J oC Q CL W V) m J Q JESSICA S. PRIMM Y Cert. No. 0406001256 09/1 Fi/2a2a G �US' APE A 08 SHEET TITLE: SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 Coun /ARB Submittal 2 12.23.2019 Coun /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: L501 LOCATION OF STREET TREES BEHIND PEDESTRIAN WALK DICTATED BY VDOT CLEAR ZONE REQUIREMENTS 'EMERALD SENTINEL' EASTERN REDCEDAR LOCATED IN SINGLE ROW TO FIT BETWEEN PROPOSED RFTAININC WAI I S E O U N O ao !T � N� E 0 �W aE � Q) `nn U U -0 E a o.°' E �U Uv a M s 7, U �o ao l� a o 3 mp 3 �J ON a00 v M V Q W z J�i > J J Z J = O U v LU Z J oC Q CL W V) m J Q T H 0;s 1 JESSICA S. PRIMM Cert. No. 0406001256 G �we' APE ARG� • SHEET TITLE: SITE PLANTING 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 12.23.2019 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: A L502 3-'DD Blanchard' Southern Magnolia 5-'Appalachian Spring' Dogwood 3-Oakland Holly / 3-1ittle Gem' Magnoli 5-'Emerald Sentinel' Eastern Redcedar ' 5-Oakland Holly ' r r/ 426ctober Glory' Red Maple- 3.5" cal. 10-Winter Jasmine / I -Fringe Tree J' /to 3-1ittle Gem' Ma noli I -'Appalachian Spring' Dogwood / I -Fringe Tree •�j 1 I I T do, ll k / \ / / �5-Oakland HoI I I de 3-Fringe Tree / I I / 10-Winter Jasmine- / // O`O • OO k k k 't kl k ! 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No. 0406001256 Y i 2 2 9 G .L w d l �.CAPEARGi� SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD1 JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 County/ARB Submittal 2 1 L23.20I Coun /ARB Submittal 3 0 i.29.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22.2020 County/AB Submittal 1 08.18.2020 County/AB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L503