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SUB201900158 Plan - Approved 2020-08-28
GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESOLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESWLLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016. VARIATION #2 TO 7HE CODE OF DEVELOPMENT AND APPLICATION PLAN IS CURRENTLY UNDER REVIEW. VARIATION #3 APPROVED MAY 20, 2020. PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY- ALLOWABLE DENSITY PER ZMA APPLICA7ON PLAN: TOTAL ALLOWABLE MINIMUM RESIDEN7AL DWELLING UNITS 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS; 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE.• PARKS. MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.27.) PARKS AND AC77VE/PASSIVE RECREA77ONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.19 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.27 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E.• MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS: RESIDEN7AL: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTIAL: FRONT.- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS: CURB & GUTTER 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 INFORMA7ON IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMAT7ON HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH 7HE DEVELOPMENT PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN PHASE 2. BUILDING SITES PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS.- THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTEC77ON ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRI77CAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG 7HE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDI7ONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SPRING HILL VILLAGE FINAL ROAD PLAN SUB201900158 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA r _ r - --------- - --------------- I _ I 1, - - - - - 1 BUffER AREA LANDSCAPED III \ u I ! j I ,-•" OPEN SPACE Ili �'� I j❑ I I % / 10.54 ACRES' -_ __ - 4 U --�-- / \ \ _ ,. .• / i / / �'�- / "., jz]aACBESE POCKET wr LDr Lur wr \ ` OAflK p4 AMEN'SPACE K� wr I ' �� " \� r E J � __ - �" �s wr 1 ----- l i • / j - �:_�b^1 OPEN SPACED wr (0.19 ACRES) x6 POCKET PARK ✓(3 Lor E / / / 'ttGFER ARER / <a wr " L AME NITY SPACE /: Lor r OPEN SPAEEB ' / % I wr it _ I.. (0.09 gCRE51 23 / BLOCK G'\! r 46 wr Lm LDr LD ' 1.47ACRES AE' LID.21ACRECS sx POCKETor MENINYSIACE E - ' K$F Np„yn xD OPEN EH ACRE) L 'L , Lm Di5 wi5 I LOr (0.83 A[RES) I' or ------------ l L8or 1 12 L_ I � 1 I I rr I mr r BLOCK D \ /.+ �I sr �� 4-16 Aeq[s ' � � Lor I �_ •� ___ � mr L '. o PI OPENflACEJ r E. ACREsI (OMMUNEEYPARK I i L ' AMENITY SPACE jj11 79 II J 11 _ Lm , _ LDi I 2 L T 22 r I r I OPEN SPACE E ACRE (DA2ADRf2 j I OPEN SPACE G A Ir --- CK / 13�ACIE _ BLOCK A 'i OPENS ACE A '�J BS6 ACRES ID:DE.AC ESIPOCKE- 'I OPEN SPACE AMEN' SPACE j. _ AMENIN SPACE li - s: m. - U.S. RT 20 - ------ _ /' /I SCOTTSVILLE ROAD -- - l/l�/ffj ----_---- _ ------------------------------------------- / I I - ' I j I \ STORMWA TER MANAGEMENT • AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE IMPERVIOUS AREAS. ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 oc. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (501- IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (RIW): 3.95 oc.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFSI7F EASEMENT. OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONS7RUCT70N. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THE FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. APPROVED by the Albemarle County D Commur6l PgVeloPOment Department Date iiii 22 // L File SUB201900158 PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 SITE PLAN 5 RT 20 ROAD IMPROVEMENTS 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 ROAD NOTES & DETAILS 10A ROAD CROSS -SECTIONS 11 UTILITY NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 23 ROUTE 20 CROSS -SECTIONS 24 ROUTE 20 CROSS -SECTIONS 25 SIGHT DISTANCE PROFILES 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 28 OFF -SITE SEWER PLAN & PROFILE 29 OFF -SITE SEWER PLAN & PROFILE L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5.2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK 34 TOTAL NUMBER OF SHEETS ROADS LEGEND EXISTING CULVERT EARTH DITCH 0 O CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS a CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT EC-3A DITCH EXIS77NG CONTOUR DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA77ON DEP77-1 OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. ICOTT /R. '(!1n-LLINS - Lic. 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AND ROWENA\' - - _-- '. _ I_ --- / / ----- / / M.SNOW --- \ - - ____ __ I / /' 19 _.---- -. - / I l //-aL9--- /' ,' /' // /' / '.:ir _p---57p0 - \ / / _ __ _�..____ - ,' �,_ / / \\ \\\ , , /' ' /' / ,' ' D.B. 702 R992 - - c I TMP 9 -27C I _ - - /' - - - ' / / - - - A -.-_ / I /� -- , , / / / I D.B. LIGHT TINDUSTT _ __--- MINTER ES T. OR - --- - - - - l lI I , ' - -TMP 90-2$\ �' / / / - - _ _ _ _ �1 _I_- I , / / I - ZONE: LIGHT INDUSTRIAL _ I LISA A. us,- 'II ' og' // / I ! ! STANLEY MARTIN'GOMPANIES.LLC ' /' ,' /' // /' � _ ---- - -- _ _ D.B. 1149.P.-133-- /' , // // I l 7 r' -'0.6. 4571 P: 421-�__--oLS' /' , , / // --- --._- - - ----------- - ---- -- _ __ _ I - I'' ,----_ - - -- / / l 1 / /' - /,' /, , /' ,' , ,'. _� O �- ate_ -- --- -- -_ z M D.S.-828 P. 616 PLAT , _ - , I II / - - - - / / / I / / / D.B. 205 P. 22 PLAT I _ ei - - - - - - _ _ - -- -- - ' ------ D.B. 554 P. 441 PLAT �, --- , / / I I l / H.W.P.B,1 P. 35:PLAT ------ �'' ,' �,' ,' ,' \I / - 5-- - -- - - - ONE:RIRESIDENTIAL / I i- _ - _ 'I ,_ass-- / // / I / /-' //H.W.P.B.4 P 146 PLAT / I' ' I' 7I\ \ ///'_''- -- -- - --- - - -___ - _ / I /_ _ .O- - _ // /// / �I �1 ,l I \` - - -- /' a,' /, / vv�\ x-_ \\\ v __/ //�///''950 - - - - _ - V - / / _ ,' _ , , 1 v / _ _ _ _ _ I - \ / // \ _ --- - - _ (I _ "0 I _ _- EXISTINGMOBILE/ / I ----- - - _- -- _ -- / / / _ =� � TMP9027B - 1 -__ HOMETOBE / `a ' -\ -\ \ //' // ' /' ---- _ --- --- - � I .REMOVED , / // / -- / ,' // '\\ \ \ I / / //' -- _ o�� -_ - � STEV£N W. AND BETTY � -{ - --- � ___ / // ' _----` _- \ - ' - - - I ,' . // C. JQHS PON. I - // / / // ,' _ - / / / / - `- _ - (N - - - -- \ ' D.Bs 629 P. 616 PLAT _ - / / / / _ vv / ///' // V - -----o , - me I / o / / / v _-///// / - - ---- ---- ------- , / - - - - I I - - - -- \ / ,' _oss . r- -- ,,� // ) / / / L -� EXISTING 1 v I / -- // TREELINE YP. I v Avv 11 II I IV _ F , /'v/ v vv I v // _ Ln / i\ 1 \ I -- - - TMP 90-35V J 1 �I - ° I / - \ _ /' _/ � RONAYNE, LLC J Z - /� // 11q / - / I., \ \ // EXISTING OVERHEAD ,'\ 'I -'/// // D.B. 4719 P. 402 \ - -- \- // / r D.B. 4473 P. 48 PLAT / -____ ---- --- I / / i -- - \ \ SHEDS / POWERLINEANDPOLES I \ , 1 ' �!/ / ' \. F, \\ \\ TO BE I REMOVED I/ TO BE REMOVED �/ ///, D.B. 440 P. 198 PLAT W Z o _ _ - - I _ ZONE. LIGHT ' GHT INDUSTRIAL _ ' v v v - - __0 __ / /' `._,F 9.5'x3:4' 13.8'x15.5` EXISTING GRAVEL Iv ',' /' / 1 z -- - ' / \, - Metal Metal DRIVEWAY TO BE -� 14 - / z JN O ___---' I ./ i r- \. shed shed gravel REMOVED r\ I`\lo ,/' \` O. W / "- I 'V - " Lee. _ v\ R1 -54G 'Ar_ ____ _ - _ _ -. - O / \ -Ogg- O Pole - / \ I --Oas , i - _ v w�guy '.I -la "T--------T __--/, v v-_ _ ___ v 1 I I.,PO /" -- /1 �/ III I / \ _ _ \ / 1 :co _ 1 1 z TMP 7A _ _ - +Y // 1 - 1 ' LE AND I / ,-' - ---- - I I ,/ \\ J ---_' MINNI LE BEST/ I / -__ - -_ _ 1 story I I � .I 1 Uj � V) --L+F S_-TE�'I I ' ---_ __ Frame &Rock / I I ------ D.B. 28 .453 ' I a -- -oss- _ - - -- - - I bme I , \ I EXISTING STRUCTURE D. . 0 .264 1 I _ - - - - II A \ LEI TO BE REMOVED -a- D - --- I I TMP 0-27 '- _ o„ C) _j , Z N :R1 ' "I LOTIA / / ---_ --- -- ' r v _ -v T P 0-26 I RES D NTIAL I I I ROGER SCH�CKEDANTZ - ` - _ _ _ _ _ _ - - - - - _ S' - - - _ U] �- 1 EXISTING STRUCTURE ' \ J 1 STE E L AND - -,I --f I ' D.B. 1244 P. 461 - - TO BE REMOV€D 'I'y� 1 `\ W = I S N PLED - _ D.B. 629 P. 616 PLAT v I /' - - - _- _ - Cr` _ - v v ,'� .B. 1 7P. 388 I _ Iy D.B. 530 P. 164. PLAT yv vv fv ___ ____ - oss_-- oye- -" II I �° 11 vv \v L D.B. 1 58 P. 88, 590 P h\ r ZONE: R1 RESIDENTIAL - - - - LL \ I \ \ / - -- NOTE: EXISTINGOVERHEADLINESTOBE__ /'// \ I EXISTING AC SAzo' \ I ZON : 1 ESIDENTI I , \ \ \ I / - ----- __ - _ _. / I \ EXISTING STAIRS TO '\ \ \ I / _ RELOCATED UNDERGROUND AND THE _ - _ - ,,' L' SANITARY SEW ER IIIIIIIIIIIIIIIIIIIIIIIIIII U) I / _ BE REMOVED I \\ / `-- --- _ ---- ----- - - -'i - EASEMENT'I Z - \ \ amo I II I' \ _ - - -- - - ASSOCIATED POLES WILL BE REMOEXISTING MANAGED _ ,ra'z' - /' \ I I� D.B. 53z8, PG.7o6 �� I i I ` \ \.It I \ \ �\ \ I I _ _ -- --- SLOPES -- ,- - � ose 11 ' _ EXISTING VAR. WIDTH PUBLIC GRAPHIC LE " � voH. ` \ 1 \ EXISTING PAINT LIMITS OF PAVEMENT � I k GRAP SCALE J W R v ' EXISTING DRAINAGE \ MON. EXISTING I EXISTING EDGE OF - - / /. I - DRAINAGE EASEMENT p-� .s-- - - GRAVEL --------- __ P,, I / - -__ \ I LINES TO BE ; - _-ass--REPLACEMENTI - ' ,' ', so 0 25. 50 10b zoo CL DRIVE 42ELM4s _ STRUCTURE TO BE , ROADSIDE DI, REMOVEDWITH PAVEMENT --Oros-'' _ - --/ _' L. -L__ D.B.53z8,PG- 7o6 \ �_--_� sass ese.Lza ASPHA REMOVED Aproxlmale I I \ 1 I _ PAVEMENTOVERLAY - EXISTING DRAINAGE - _ V) -\oe¢oery _ DRIVE Vv Publm Service smt. I TURNLANE o10 - - ----- -FOR SOUTHBOUND ---- `- p1 gt _ BENCH MARK IS 11 IN IN '- _ I 11 --- 0.6.221P.3o __ \ __I\ _ _IMPROVEMENTS - TOBE I com OTTESVIL OIS Q FULL OF DEBRIS �� _-_ - - _-.. \,. `-_ rt--+ - --C----- r; �- --- LANE _ -- - _ 7 REMOV REMOVED - -- - - 5- rP FSel�6u-COUSE-SIRINE 'GLT \\ 11NPIMP_-. - -` °a�oery �__. -.. _l. __. -___ _______-.-_ -____ _� -- ___ ___ _ _ __,r _ _ / - STRTI0105 - ( IN P �. rF _ _ _ _ IN __ _ _ _ _\ - r _ -- - _______�_ _ -_____ ----_ __.. __ - PTC Phone_ >• / / 'Su' P �� E 184823346$3 > _ - - - ------ - ------- ,e J9ne - -- ------ --- --- _ - EXISTING CURBING 1 iriclL '340 )O fL. O {.. =' >8�eaz-w1 \\ `__----------- � �r„.. `.�-T-� 0e Pole ore 17 ,.l - H _ r -_ rec.&Phone - N W ---- -i-' _7. ?-+--; . _ ------ ------ \ - - -- - -------------- ------ - ---- ------ - --- - TO BE REMOVED O f ,- ,r _ r1 18.981 _- --_ -ti3- - - _Fie / o_€-v-a - oN - -, - -- m W (V _ .E EVATIO 527.0 _-. ---- �- F / --_ - --- y'' F �y _ BI N� S33'3 '20"W 246`36 - °" snn _e _ -_ -s� - - _-- Z v=i 335� I ---- FULL r�+a1 , i+ xt- Y,�:1y _ _ n - - - - -- - - _ _ - - _ _ o \ fy - ? ' -. -.. -.1,1 a i.. __' I _ ,1-_... I.. 1� r•-r - '_t-r_:. )- i152 - _ -_ �_-_______ __- ��' / +'.,. -+.., U.S.RT20 80 SCOTTSVILLERO --= --- _ _ ----- oaroHrvl �I II INVIN o - \ -� \-------- __ _. - / / - - r 2;'IMTTF - _'���. -_--._- -_ -- U)_ sIo - - / . / / HWPB.1 PG.354 - _ _ -< TOPILOV"OrNT _ -_----______2_____m olrro --- / - 1__ --1- - -_- U �_ -- _ - v o MAILB X _ _ - __ �--`—' JLL OF N MAILBOX J\ c) o - - _ _ _ - _ _ a2 - - -"� - rn'�oer oflry - _ _ _r - W I- LTEBRI$ m r �ry r _ _ _ _ _ - , _ \ ` __ _ GN _ -. o -_ _ y / �_ _ _ _ 1V OUT ±543ES' FI - 1- / - / - _ -�_-' y, r - __ - - - __ _ --- W INV OUT 55 9 7� -m - _ _ / TIMBER ¢ F-- �- A n /oaF1' ` / - M-_6"X- _ _ ___ ___ c __ _ __ _ _ __--` - - - / FULL OFD RIS s oproLry - _-_ _ __ __ - �_� _ - --__ �__ _ WALL 'O -_ _- -__ -_ /_ _ - ivIA1LBOX- o i _�T.. +, '� rY S �I _ _ / ", I 2 __aa a - _. _ onr oHry - �__-_ _ Pa1"n Pho € /.. ' / _ "s- _ _ `+ - - _ a. U) / ' m _- _-__--__--� f __ i1T _ _-FIAICBQX- -__-_ ft __ _-__ - / 1 i o ¢ - .-- \ ___ _-_ _ __-__-__-"__-.21.O - 'C! a7.32 s'se -,IN dU`T----_----__ _-_.- __ _ - - �-` a r- 3- -� W �o _ _ { .:. -i,. JOB NO. I T P90-2E I 1 0 9° o PFI VII yAproximote -- --- i - _-_ ____ --J5Nb 03tT; ____ -__ ` 11 7 E DIE LEE D I 1 1 11 /- \ MON. Vp Public Service F-rr(. \ I Aprox. 10' VEPCO Esmt. VDH. ? "' ---- --___I \' - 18215/ �n _ - - I - - EXISTING _szo--- MI LEEB ST < EXISTING , \ D. B.221 P.30'�I w I, D.B.462 P.116 MONK 1 _ LIFE STA E - 1 D / -- --I -. m 5 NORTHBOUND LANE 1 \ D.B.288 P.80 EXISTING DRAINAGE - STRUCTURE TO BE - I I JERRY LEE AND ° P 90-21 1 T 90-21 F I1 - - - - TO REMAIN I " \ `\ LIMITS OF PAVEMENT STRUCTURES AND _ -T_-MP 90-21 H ''" _-I REMOVED - - - - /' SCALE DE INnI ` TMP90-21H - - --- D.B. 3716 P. 243 a STE HEN B. HE RY ' yyl BU R. AND EV L w I i ' \ - REPLACEMENT FOR ' DOROTHY B. HUNT 7 -' - - *1 _ O1 1 �M _ w ""TMP90-19 '\ \ DOROTHYB.HUNT - �\ CULVERTS TO BE I o/-ecenas' I D.B. 325 P. 367 PLAT I ""01 D. . 2816 P. 7 ' I' - I - - - ` JULIAN P. BATTEN, JRII 1 \\ \\ D.B. 3289 P. 68, 71 PLAT �� v q\I\ NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT I� o \ 4\.ra - - _ _ _ _ - ,5 ZONE: RURAL .B..3767 P. 332 ', D.B. 3 6, 3 PLAT I i IFFLETT I - 4 ,,, aA ' D.B. 1717 P. 31 1 zX� \ -- D.6 325 P. 367 PLA I I D.B. 19. P..718.720 P�.AT I I 3 D.B. 1717 P 33 / \ '--D.B, 1717 P. 31 _e v Nmpo \ CROSSING O \ \ --_ -sIGN SHEETNO. Ia I ZONE' L II - D.B. 1350 P. 226, 227 PLAT vo --- . - I NE: RURAL I - '--� D.B. 1350P 226 227 PLAT r I D.B. 1350 P. 226, 227 PLAT �.''Avy\ -`' ,' m \ P° o'- _ - -- - 2 s' . 1 ' ~ ' ' ,- I o ZONE: RURAL I I ZONE: RURAL - - _. , a � I / ZONE: RURAL � a \ - _ _ _ _ - _ _ _ _ -- A!WHA VA I LOT LOTAREA BUILDABLE LOT LOTAREA BUILDABLE LSEEASPHAL DETAILINSHEEHr, L� ---- Ivl. 10 Hu I OT L T OT _J OT \\�° �N11II ^ v ;I NUMBER SF AREA SF NUMBER SF AREA SF I NOTE: RETAINING WALLS SHALL -_ SEE ASPHALT DETAIL ON SHEET 10. 2i MAINTENANCE EASEMENT I m 1 2,864 1,518 51 1,824 1,388 REQUIRE BUILDING PERMITS 22 \ I I I O I m i LOT L I I I PROPOSED 6' 0.11 I 2 z,^,W6 1,263 i2 1,797 1,358 \ 53 5 5 2 1,571 978 34 2,170 1,310 w/ HANDRAILS -SEE GRADING SHEETS FOR 4° \ LOT 2 W 1 50 PLANTING STRIP PROPOSED SEGMENTED RETAINING WALL LOT I I T I � � II of LOT LOT 6 55 M CHL E -SEE HET I NI 0 1,352 ZS0 94 4,300 3,' 13 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) r \ LOT 5 5 II V III J �7 1 49 I r I NO PARKING 1 i 2,7W9 1,366 55 3,326 2,686 SPEED LIMIT SIGN E 2,654 1,321 i6 4,060 2,806 LL I ' /' - - , -Lu OT 58 I III w I-- p0 - - - I SIGN (TYP) t ij �I LOTF36 7 1,853 1,113 57 4,091 2,871 8 1,II6� 873 �9 3,355 2,714 w ti \ LOT 59 L ONT _ . _' STREET L I '�-� I I-- CK _ - II STOP , 60 - - - SIGN P u I I i ' _ - -- z zz' z8' �) ` `_LIMITS OF PUBLIC ROAD R/W Z 1,450 858 D9 4,217 2,992 Z I - z 10 2,II54 1,182 3W 4,228 3,009 LL I 3ti �� �o� s� �� `�' �,� - '� ' 23, 1' 9 LOT o I _26, 4 1 11 2,S46 1,159 11 3,3-6 2,753�ti \ II 12 1,773 1,W34 E2 3,447 2,806 C 61 F�\I 1 _ PROPOSED L_____ � I CG-6 (TYP) - 0. I V I i y`. - ., r. - -� - N --J \ m �^ 3o' LOPOSOED A'..VAA 13 1,421 836 S4 5,218 3,745 I p I ' �� O` 10 1,422 830 E4 4,710 3,424 z Iy LOT 1 - 51z'R PROPOSED STOP BAR (TYP.) 13 2,749 1,030 EG 3,654 3,016 I I _ SWAY STREET EASEMENT 16 2,846 1,134 E6 3,380 2,742 62 c9 �� ' L YOL pUBLICSTREET j � I 0 � ti"-a POSE ., - ol: I. I I ..;� �3.,A � �c�� 4, 42' i , < pR0 O 9 17 1,770 1,030 L7 3,854 2,686 I ` ,' '�, � '�• •,-, � J '•-• ° STREET SIGN (TYP} � �'>. LOT ti - 3z' - -- z .a m1 "� 18 1,416 824 ER 3,841 2,696 I I � 63 7 �3 / •. - I I• I b 13 1,770 1,030 E6 3,941 2,606 I ` �o� g -- _9 - 18' 3- 3I I I LOT 20 1,416 824 3,245 2,606 IPROPOSED Y DECORATIVE WALL 21- z3 (TYP.) \ I a b I 15 L (NOTE: WALLS YIN HEIGHT OR LESS DO \ - 1 21 1,770 1,030 71 4,308 3,026 R - T' I NOT REQUIRE RETAINING WALL PLANS) �' / � 66' I a._ � 4�'-i I STOP SIGN (TYP. 1• I LOT r I •,I 22 2,301 1,081 72 4,--- 2,970 Y % PROPOSED 6' -PROPOSED G LANDSCAPING II I 23 2,301 1,081 74 3,389 2,743 I S� ! i -i PLANTING STRIP AND MAINTENANCE EASEMENT PROPOSED E/P E/P 14 L i PROPOSED 6' 2II 1,770 1,030 74 3,364 2,724 e 66' PLANTING STRIP / I LOT 25 1,416 824 70 4,376 3,169 I -- --_T9y H j 'w PROPOSED 5 o m o i8 i I -----___-\ CONCRETE,SIDEWALK I z 13 L MIN.) 26 1,416 824 7� 4,OG6 3,389 � � 'b 0 - FCFC 27 1,770 1,030 77 3,732 3,OG9 of I i PROPOSED CG-g6 ENTRANCE (TYP.) \ LOT LOT h 66' LJJ 2s 3,7zs 1sz3 76 3,6v z,9s4 i LOT �'' / LOT LOT nl LOT Lu 'ry SEE DETAIL, SHEET1o. $2 83 I } I n J j.l NO PARKING: 80 $1 12 25 2,210 1,902 70 4,084 3,012 I I 64 LOT L Q � I SIGN (TYP) : z0 I\ I I I I I I 30 1,792 1,351 SW 4,016 2,871 I I I i y 79 - - - - - - - -- - - I 66' F I 1 31 1,798 1,351 81 3,380 2,742 ! I 11 - ioNO PARKING r LOT j 32 1,852 1,01@ 82 3,377 2,736 7 o LOT i' n---------------------- SIGN (TYP) 11 L °n° li 33 2,947 1,428 84 1,605 3,042 j ry I LOT $ - - 4z' I j ° - - - --- - - - - - I 33 3,082 1,274 84 2,156 1,310 m I / �° 7 --- 3z - 3� - - I n 66' 65 �" ti$ 36, F- W 35 1,764 1,323 99 1,281 962 I ' 'yI w Z -- SIDE SETBACK PROPOSED WALL MAINTENANCE EASEMENT / 1. LOT O ui 36 1,715 1,274 86 1,281 962 j l ��PL� / / - _ ---- o ~I LOT r 37 1,713 1,272 87 1,605 1,204 I soy' a 77 ytp ti __------- \ PROPOSED 6' �' i ` r 10 38 2,854 1,902 88 2,17e 1,302 - m 34 3,001 2,042 99 2,170 1,338 m I LOT PLANTING STRIP LOT CL i� L 40 1,841 1,366 99 1,605 1,204 I I 66 % 76 '' PROPOSED ,- �'----------' _ ,-4 I LOT 68 ( N ,' SWM FACILITY J o" I 41 1,79tl 1,354 Sl 1,281 963 �'� ' _,_, _ f I g8PROPOSED VAR. WIDTH LANDSCAPING ,y ID ` AND MAINTENANCE EASEMENT / ®1 _ \ _,_ _,\4\4111r e/ b Ir) DI LOT 6g L 44 1875 1,434 D4 2,186 1,334 w I LOT CONCRETE SIDEWALK '+ D ' r' 40 2,508 1,001 9� 1,612 1,212 I PROPOSED 5' 11 ° ALK � 1 / ��' �.PRSIDEWA S I� 8 L m I I bn / s7oFZ�' 3 {ONCRETESIDEWALK. • 0 3c 48 1,869 1,428 C6 1,612 1,217 { I NG WALL V) 6] I ° / / SFTe�Ck w/ ANODRAILSSED GS E GRADING SHED IEET FOR 0 III n°i LOT 70 Q o 47 2,474 1,573 57 1,296 974 I "jl `-7 1T1 FINAL WALL HEIGHTS AND DIMENSIONS / I 7 " r---- ---- l - - i PROPOSED6' L 46 2,383 1,050 99 1,297 975 -WJ_I- - - -_ _ ---- O1 I I I `. ' PLANTING STRIP 49 1,798 1,35; 99 1,623 1,226 11 ILL �I------- -47 ------ ____ _ LL I m I PROPOSED CG- B ENTRANCE TYP.) ml . LOT 50 1,8d9 1,34 a 2,117 1,325 9 ( z , LOT m BLOCK D >_ 6 I r v SEE DETAIL, SHEET1o. � I I -"-„-•-�' I �I I I I_ L Ib z LOT E/P E/P 75 4.16 AC a C)II i CL �o� z�------ MLLI I -' 9T 'I H " 7 68 - :: 2 : I-------- TMP 90-27B ZI m F/C F/C NOTE: RETAINING WALLS SHALL OPEN SPACE J pa = III80 ¢ e rvl LOT YI REQUIRE BUILDING PERMITS tiQ a I ^ STEVEN W. AND BETTY C. JOHNSON v - ul (1.00 ACRES) LOT a 80 n D.B.1026 P.715 ry nl 97 �' 4 ¢I m o } D.B. 629 P. 616 PLAT Z QI R/W R/W 74 �1 jz II en 5 L t✓ ¢I LOT m wl NOTE: SPEED LIMIT SIGNS WILL BE NOTE: SEE FINAL SITE PLAN FOR DETAIL j oI 69 w m a __ 97 �I REQUIRED TO BE INSTALLED UPON PROPOSED SIGHT i 7' ob LOT 74 L n REVIEW DURING CONSTRUCTION I I"� io OF LANDSCAPING/FENCE BUFFER AREA I F rn �I I BY VDOT TRAFFIC ENGINEERING DISTANCE EASEMENT 11(TYP. L ' z 4 T I I M _ I C) '-, bl I I 1 � I - I LOT L '� E/P-E I 97 �I LOT m l C6 6 (TYP) M .> 75 " I LOT Y 8 73 PROPOSED LOCATION OF MAILBOX KIOSK 3 �_ m I ]p m I 98, FOR CENTRAL MAILBOX LOCATION 76 - NO PARKING o PROPOSED 6' PRO SIGN TYP nl I � LOT o I STREET LOT I POSED ( ) h 2 SIGN (TYP) NO PARKING CONCRETE SIDEWALK CG-12 (TYP.) j L I 97 STOP i 7 SIGN (TYP) 'm PROPOSED STREET I I PROPOSED 5' a CG-6 (TYP) SIGN (TYP) o I LOT • PROPOSED S' LANDSCAPING i I LOT SIGN (TYP.) j CONCRETE SIDEWALK SPEED LIMIT SIG AND MAINTENANCE EASEMENT b of j 71 PROPOSED m dt)ig �' IMITSOFPUBLIC ROADR/W j ----- ----- OPEN SPACE G cG-12(rYP.) - --- - a6' --- ---- / - Bs _ ¢¢ 9' / Ns STOP OPEN SPACE E (0.10 ACRES) I I I ---a� --- -- 11 ti� 9-1 -•--- --------- SR - ------ - ST - 16 TYP) ��� 1�i SIGN(TYP.) 0.02ACRES� GI-I-TDISTA7V-E -- T PROPOSED VDOTSTD, BARRICADE ,- _ L 3oo'R w ! - - - - wLL (L " u m _� - BERWYN LANE n sroP 600'R -" a PROPOSED 6 WIDTH LANDSCAPING m PROPOSED VAR. WIDTH PRIVATE STREET EASEMENT SIGN(TYPJ w AND MAINTENANCE EASEMENT I '' -- -- -- - - - - zZ 16 16'_ 20'_ 20' zT 26' 16`_ 6 _ zo' 26 26'._ 20' _16' 16' 20' 26 PROPOSED CG-9A ENTRANCE (TYP.) _ _. PROPOSED - 13' Z 16' .. 16' - _ Z ?3 NO PARKING ETBAC 50 TE STR ET AS ME T �`� O - GRAPHIC SCALE 1 inch = 30 fL I NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS PROPOSED GUARDRAIL I TRANSITION FROM CG-6 CURB ~TO ROLL -FACE CURBING I PROPOSED - - - - - - �_CG-z (TYP) SEE SHEETio FOR ROLL-TOP CURB ENTRANCE DETAIL Lic. No. 035791,E 08/24/20 ,1SIONAL E�Gl� ul z TMP 90-35 zo (POSED 30' PRIVATE DUANE E. AND ROWENA M. SN Z a � c p EY EASEMENT D.B. 702 P. 792 O F D.B. 657 P. 234 PLAT u CO u < i NOTE: RETAINING WALLS SHALL - - - - - - - - w m ¢ REQUIRE BUILDING PERMITS H Z w j o a < > " z .. w c PROPOSED SEGMENTED RETAINING WALLS w U) w/ HANDRAILS- SEE GRADING SHEETS FOR W of ` wCC FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) c L TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) NO PARKING SIGN (TYP) ;HT DISTANCE=17o' 'ROPOSED GUARDRAIL DROLL -FACE CURBING _ FOR DRIVEWAY ACCESS 0 PROPOSED CG-2 (TYP) ROPOSED WALL MAINTENANCE EASEMENT TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) I SEE SHEET 10 FOR ROLL-TOP CURB ENTRANCE DETAIL RANSITION FROM CG-6 CURB O ROLL -FACE CURBING ■ SPEED LIMIT SIGN -PROPOSED GUARI NO PARKING SIGN (TYP) L CG-1z (TYP.) TYP.) SIGN (TYP) SEE DETAIL, SHEET1o. (TYP:) I (TYP:) ( I TYP- I I • I I I I� ( ) I .., I I iIII PROPOSED 5' PROPOSED 5' 1 % IMITS OF PUBLIC ROAD R/W SPEED LIMIT SIGN .� `� PROPOSED 6' CONCRETE SIDEWALK- L J L L J L - J L - J T - J _1 J L CONCRETE SIDEWALK pROPOSED CG- IA ENTRANCE TYP SEE DETAIL 5HEET10- L t� / - - - - - - - - - - 9 (TYP., !� - NOTE: SEE FINAL SITE PLAN FOR DETAIL OF I h wl r `^ F ^ ^ m 3a �' STREET CONCRETE SIDEWALK / _ _ Y ^��---------------- ---- LANDSCAPINGINOPEN SPACEBUFFERAREAS I I H f^ IH`I h Q iv I F SIGN (TYP) LOT m LOT %PROPOSED LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT g 86 88 8 0 1 2 Ln 98 �� CG-1z (TYP.) 4 8 94 w 6 97 3.00 NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-6 CURB T (ROUGH TMP 90-27 1 5 87 9 9 9 9 93 95 9 99 36' / _ /, NTERSECTIONANDTIE-IN 0 "�4, THE 8' ASPHALT SHARED USE PATH AS �/G PROPOSED SIGHT 0 n WITH EXISTING PAVEMENT LOT 1A F/ /-� PART OF THE LANDSCAPING PERMIT ROGERSCHICKEDANTZ j ---- --- - -- --- -- - ---- --- - --- ^ --------- --- ---- ---- o j� DISTANCE EASEMENT 56 III D.B. 1244 P.461 z 10' RE R SETB' OPEN SPACE A 7 16 16' zo' zo z6' 16' 16' 20' z6' z6' zo' 16' 16' zo' ' z3' R/ R PROPOSED 5' ■I 7 D.B. 629 P. 616 PLAT �I CONCRETE SIDEWALK I _ _ I 1 (0.06 ACRES PROPOSED 6' LANDSCAPING _1.• ( D.B. 530 P. 164 PLAT AND MAINTENANCE EASEMENT b p (SPEED LIMIT SIGN PROPOSED 10' LANDSCAPING PROPOSED 6' AND MAINTENANCE EASEMENT NOTE: AREA TO BE DEDICATED NOTE: SPRING HILL HOA SHALL MAINTAIN OPEN SPACE F NOTE: SEE FINAL SITE PLAN FOR DETAIL PLANTING STRIP I I TO VDOT WITH A FINAL ' THE 8' ASPHALT SHARED USE PATH AS (0.63 ACRES) OF LANDSCAPING/FENCE BUFFER AREA ROPOSED PUBLIC ROAD R/W (SUBDIVISION PLAT I PROPOSED PARTOFTHELANDSCAPINGPERMIT 3LOCK B - --_-_ L PROPOSED STOP BAR (TYP.) STREET SIGN (TYP) i L I I ` - SWM FACILITY- - � - -- - - - - - - - _ _ - ' pn •: PRoposED6' _�--__ _ PLANTING STRIP PROPOSED 8' ASPHALT NOTE: SEE SHEET 5 FOR DESIGN STOP SIGN (TYP.) ■ I 4 PROPOSED - _ PROPOSED6' �+PROPOSED _ PROPOSED SHARED USE PATH OF THE ROUTE zo IMPROVEMENTS s SHARED USE PATH - - - ,, r;ll o, CG-1z(TYP.) PLANTING STRIP / --- - CG-6 (TYP) ---- - - ------____ --- ---------------------- SIGHTDISTANCE=665' - - --- "� - ---- PROPOSED ___ CG-6(TYP) �. /------- U.S. RT 20 (80) SCOTTSVILLE ROAD / (55 MPH) ----- ---- SIGHT HWPB.1 PG.354 _ DISTANCE_66�__ ~-------- - ---------- -------------- -------------- ----------- ------ �i XISTING PROPERTY BOUNDARY ---- El ------ -- ------- - - - - - - - - - -- MAILBOX -- ♦ Mo. MAILB X - y D GIN ❑ o MAILBOX / --- ° - - - MAILBOX o-- - - - - - C - - _ INV IN _ INV 01 IT MAILBOX TIE-IN CG-6 CURB TO EXISTING CURB - MATCH EXISTING GRADE BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 N 3882993.340 E 11482334,683 ELEVATION 527.7± J ' 0 CL a n. 0 E z g ' 1 0 F- W l l Zz lu '74 19 IN Lu ti co - M O� N M z CD W N W N o > O LLI -i J_ J > Q cl) z z Lli L9~ L p z W ~ U C3 O W Q i J Y J Q. � H\� LLI ul (/) J W I --I ZLu - Lu J Lu �c J CD o O (N w U) JOB NO. 182157 SCALE 11' _ 301 SHEET NO. 3 p AR�FN �R/v, I / I / / I ' ' I HETIE"IN PROPOSED \ r r G-6 TO EXI STI N G CURB AT ENTRANCE \ PROPOSED lo' ASPHALT .' NOTE: AREA TO BE DEDICATED TO VDOT -00 \ SHARED USE PATH /'l %/ i WITH A FINAL SUBDIVISION PLAT ' NOTE: RETAINING WALLS SHALL \ / / REQUIRE BUILDING PERMITS / 1, PROPOSED SEGMENTED RETAIN INGWALLS % NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR THE 1o' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) OPEN SPACE PART OF THE LANDSCAPING PERMIT // (0.54 ACRES) — / r / ----ioR'EARSETB2' z' 8' I PROPOSED 6' , OPOSED WALL MAINTENANCE EASEMEl \ PLANTING STRIP 29 r TMP 90-33 / , �ti� \ vv LOT LOT LOT Il LOT JEANNETTE D. SMITH // /' LOT II 7a O 9 �r D.B. 4254, PG.118 6Q /r / i % 1 32 1 I111 NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LOT \Ili °D �II� LANDSCAPING IN OPEN SPACE/BUFFER AREAS PROPOSED CG-9B ENTRANCE (TYP.) II / / ♦ -O V� r' 'r i / \ LOT 34 SEE DETAIL, SHEET io. _ NO PARKING I I� '� • LIMITS OF PROPOSED PRIVATE BLOCK E,- - - 1.27 AC, ry \ LOT 3 `�`9' % SIGN (TYP) i -� -" I p STREET EASEMENT / 19 36 ` �� �ry z s o NOTE: AREA TO BE DEDICATED TO VDOT — — 21' TMP 90-35A1 _ _ 2 S� ANG HOLDINGS, LLO WITH A FINAL SUBDIVISION PLAT / _ _ _ _ _ 3 \ 6 \ m D.B. 1026 P. 715 LOT D.B. 657 P. 234 PLAT ' STOP r / LOT LOT II LOT LOT ° \ \\ 3 PRoposeD s' i �?aj , SIGN (TYP.) /' • u `CONCRETE SIDEWALK " / PROPOSED 5' I 41 0 39 � \ � � 1 CONCRETE SIDEWALK I I I 4 1 � A� -� � � � ` �� � ��/ 4� � � ROPOSED GUARDRAIL r / NI - - \ \ vR PROPOSED NO PARKING o, w 80 _ JPRC�P`'� TRANSITION FROM CG-6 CURB LoO� �� CG-lz TYP.) r II - 05�R�0 A--------� - TO ROLL -FACE CURBING ( ' SIGN (TYP) I ^ 1 \ r,kO O '( �� I - I I I V A \ �, /PROPOSED 6' PLANTING STRIP • _ �3 e e O / PROPOSED6'I �O �S LOT / / a PLANTING STRIP x 28 / EXISTING PROPERTY BOUNDARY / \ _ _ PROPOSED 6' �/ `�P W 5 N SPEED LIMIT SIGN / - PROPOSED - - --- z PLANTING STRIP W OPEN SPACE B CG-6 (TYPE 29` �� v R y �. PROPOSED 6'. PROPOSED' STOP\ SIDEWALK I LOT f CG-6 (TYP) / ` \ l - - I _ SIGN (TYP.) 9 2] Vl (0.09 ACRES) Lu / NO PARKING ' PROPOSED 5' L 00� / STREET DAUPHIN CONCRETE SIDEWALK _ V '/U SIGN (TYP) � LOT ' Q pnpncFn \A/Al I MAINTFNANfF FACFMFNIT / SIGN(TYP) �2, - — DRIVE - - - � ii s N `o r ROPOSED VAR. WIDTH PUBLIC STREETp 25 r _ � PROPOSED PUBLIC R/W 4SF 3 • ,. ,e �,. .� .e w C ,/ ry LOT PROPOSED PAVED TURN LANE ALONG AVON STREET EXTENDED 43 j z i8, --- 2 - -__ y `�•.• / PROPOSED10PROPOSED 'ASPHALT LOT (TYP.) SHARED USE PATH i ti 6' 44 PLANTING STRIP PROPOSED ASPHALT) / PROPOSED CG- ENTRANCE (TYP.) NO PARKING \\ EDGE OF PAVEME j o LOT / B SEE DETAIL, SHEET 3.o. SIGN (TYP), ` �% �6 y �r5 y PROPOSED % r 011e CONCRETE SIDEWALK / OPEN SPACE H LOT OPENNSPACE / rJ' / i I ao I LOT LOT LOT r� •\ r 6 0.83 ACRES � -\ ( ) 0.21 ACRES NOTE: SEE FINAL SITE PLAN FOR DETAIL Fq� 1 �I 47 ( ) r' / OF LANDSCAPING/FENCE BUFFER AREA I I �`�?' S % ro 48 49 BLOCK G ,Fre�� / 0, PROPOSED SEGMENTED RETAINING WALL � I -L.47 AC / PROPOSED WALL MAINTENANCE EASEMENT I w/ HANDRAILS- SEE GRADING SHEETS FOR PROPOSED VAR. WIDTH - y6, / PROPOSED io' ACCESS & FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) SWM EASEMENT / MAINTENANCE EASEMENT_ +PROPOSED SIGHT � PROPOSED , � _ 32 DISTANCE EASEMENT 32 1a' y\ i SWM FACILITY, — — _2�' ` 22' 000 - SETBACK 361 LQ6K - - - - io ��A PROPOSEDS'ASPHALTPATHWAY zz _-- _ - - PROPOSED lo' ACCESS & 0,.75 A I I NOTE: RETAINING WALLS SHALL -- SEE ASPHALT DETAIL ON SHEET lo. MAINTENANCE EASEMENT �', REQUIRE BUILDING PERMITS � zi '' \ II I OT LOT OT OT I I T LOT 53 52 51 `� o PROPOSED SEGMENTED RETAINING WALL LOT _ w/ HANDRAILS - SEE GRADING SHEETS FOR 40 \ LOT 6 5 55 5 TC I LIN A S ES EET3 II G0 FINAL WALL HEIGHTS AND DIMENSIONS (TYPJ� \ LOT 57 I II I Ex I ULI I 49 I � --.,� OT 58— I _ 59 \ w-- I � ''� `0N. � I I __- --, . o - - . • � i ,' LOT � _�v —� - ° C a 61 �,A, ( ' PROPOSED Y� CG-6 (TYP) I Z I LOT � .' -� ' - � -. Slz'R PROPOSED STOP J / 62��°� - 1 63 3ti / 32 32'- _ 3 1 (PROPOSED 3' DECORATIVE WALL yQ / / NOTE: WALLS YIN HEIGHT OR LESS DO NOT REQUIRE RETAINING WALL PLANS) ry / I+� i S SS i _I PROPOSED 6' PROPOSED 6' LANDSCAPING j PROPOSED 6' STRIP AND MAINTENANCE EASEMENT \ r_r_HPLAN�iSTRIP / 3y: ' \PLANTING PROPOSED 5' 10 rn CONCRETE SIDEWALK Im ° LOT LOT U' / PROPOSED CG-gB ENTRANCE (TYP.) /// SEE DETAIL, SHEET �1. �\� LOT LOT lo. 82 -I 64 �� NO PARKING'. LOT 8o 8i SIGN (TYP) N a I i >1 STREET 1 26 L SIGN (TYP) I BLOCKp C f I r I a PROPOSED 3.39 V` ) LOT CG-12 (TYP.) OPEN SPACED 25 x I (0.19 ACRES) .� x • : I I PROPOSEDU SR PLANTING STRIP •' �4 L w j PROPOSED 5' CONCRETE SIDEWALK LOT li 23 ° °' PROPOSED ' I- L N' �o CG-6(TYP)" 'I - 5'SIDESETIB4 K -- } ry LOT <LII T 22 L w - � w 11 LOT b I- �30 160 a/ \ 21 2 .t �I LOT °� I 20 LOT 19 \ \\ ¢ L y \\ L I ,,: y\1 PROPOSED 6' PLANTING STRIP \ U L� l� of LOT L •41 1Q n I I NO P INIG 4 \ I6 I SPEED LIMITj Nw - I SIGN (TYP) } ij. -a0l LOT 16 " STREET SIGN (TYP)\ STOP SIGN (TYP.) L _LIMITS OF PUBLIC ROAD R/W wL -- -- 30' LOYOLA WAY' BAR (TYP. - -� \\ = PROPOSED 30' PRIVATI$ _ I STREET EASEMENT r STREET SIGN (TYP) 9 I LOT r 1 !' \'\I 11 " d a �5 L I TOP SIGN (TYP.) 2 of LOT 66 .I II PROPOSED E/p E/p 14 L CG-12 (TYP_)( LOT 'DI 66' 18' I � LOT j h F/C F/C 66' LLII NI LOT l 83 N u I II 1 I 12 L o I Q _SEE SHEETio FOR ROLL-TOP CURB ENTRANCE DETAIL NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EASEMENT _ROLL -FACE CURBING FOR DRIVEWAY ACCESS TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT ^DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) I DISTANCE=a7o' PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS- SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS _TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING I PROPOSED - - - - �CG-z (TYP) SEE SHEET 10FOR ROLL-TOP GRAPHIC SCALE CURB ENTRANCE DETAIL ( IN I Lsr ) )POSED3o'PRIVATE I inch = :',0 II. TMP 90-35 EY EASEMENT DUANE E. AND ROWENA M. SNO\ D.B. 702 P. 792 NOTE: RETAINING WALLS SHALL - D.B. 657 P. 234 PLAT REQUIRE BUILDING PERMITS PROPOSED SEGMENTED RETAINING WALLS _w/ I-IAl All C - CFF rPAnIN4 CNFFTC Fnp Lic. No. 035791 SS`'08/24/20 � ,1 IONAL E�Gl r F z E ZZ w 0 a ccm -OU JCC U) \ L V/ z > j w c to c wLU - li L ' 1 0 lu F 00 l 1 lam° MIN Lu Z� ti co co m N c z coNt Q CD W N W (V 0 > O z LJ lm- J J — > Q co z z w LL 0 w U a o W I J < w � a i— ul (/) J W ~� Lu — C z J LuLu �c J CD O O (N w a U) JOB NO. 182157 SCALE 111 _ 301 SHEET NO. 4 p THTMP Li "548 90-27LOT 1A-- SCHICKEDANTZ - — - 554 - - - - -SCOTT OSoo R. LINSROGER D.B. 1244 P. 461 52 U Lic. No. 035791,E I D:B. 629 P. 616 PLAT d L• , : :.. ��o�� 06/16/20 I D.B. 530 P. 164 PLAT I _ - 5so _ S'S10ONAL 1�4 ECG CONTRACTOR SHALL RECONSTRUCT nm � \I ew o ----- --- — — — — — — O S T I CONCRETE STEP O NEIGHBORING PARCEL I I I % 6+00 -- - PROPOSED NEW THROUGH 8'CONCRETE , - - - - - - \ LANES AND TURN LANES j ���-`547 ---�` SIDEWALK' - 7+o0 - - -CG-6 CURB (TYP.) !-------o - -- SS ��/ -- - `SIGN o - - ❑ \ \ - - 8+00 - - \ \ s __ - - -L - - sd 55°, S48 — — — — — — _ MAILBOX - - - I\ -- - -_ _ ---- ----_- - - _ - - - - - - — __ I - \ 550 - - - - - _ 10+00 / - - - .. -- - --_- 11+Oo `_-__--_ ="- -SIGHT-QISTAN666.- 720------- ___ - - - zz+oo W---- _ TMP 90-21G - - - \ / o❑ MAILBOX --1, �3+p - - - H p THE RECTOR AND VISITORS - - I \ z OF THE UNIVERSITY OF VIRGINIA D.B. P.279 _ -�' � \ - - -" \ MAILBOX\ � ` tr-----------I----------I zoo'TAPER ---Q -------�Z- 7 o w � w � B X1 HWPB XI P. 75 - I � - _ � " - o ❑ SIGN a s ,as as - - - - - MAILBOX ❑ i = - - -----MAILB X _ _ - - - 8 8 z z \ - _ _ __ _ _ � ? U U u _ _ \ EXISTING EDGE _ OF PAVEMENT -- _ - SSO — --- Q w p z m < Q Q w 0Q w w a a TMP - -- - - - - - - - - ya. - - - - - - - - - - ` m z z o U) o U) m E m m 0-21 E LOT I )LEE TM 90-21 D O / W W < <cl� < EDDI AND MINN E LEE BEST LI JE RY LEE AND E ESTATE D BORAH LIMITS OF MILL & OVERLAY > > a a oc a D.B. 716 P. 243 B. BE T D. 3767 P. 332 TM 90-21B SEE DETAIL, SHEET io D.B. 32 .367 PLA . D.B. LAT I I B) li ST HEN B. HENR TMP 91-19 0 Lu I D.B 2816 P. 287 LO'TMP 9 -21F D.B )) JULIAN P. BATTEN, JR. D.B. 1717 P. 338 P. 36, 37 LAT WIL R R. AND EVA I 33 D.B. 1350 P. 226,227 PLAT Lu Lu Lu .SHIFFLETT I D.B. 1 34 P. 718, 720 T I I I EXTEND CG-6 CURB THROUGH INTERSECTION 3.11 AND TI-IN WITH EXISTING PAVEMENT _ / TIE-IN CG 6 C - - - - .Y PROPOSED / / 0 w / / - - __ w - TO EXISTING CURB o i o / �. 'STREETSIGN/ / - o - MATCH EXISTING GRADE w F C v..-I /In - to EMERGENCY BYPASS IT" / -PROPOSED ----------- _ - I- N CG-12 (TYP.) / / ------- -- _ BENCH MARK IS - .+ 0 0 _ -- CHARLOTTNE S O _ _ - - 106 _-� j -/ - - - - - 112 - - _ °�=ROUSE`51RLNE m Q PROPOSED - 4 I J PROPOSED 8' - - �- - - - - TION 105 \ CONCRETE SIDEWALK v I N 384290.'�.340 v �� L9 4g _ w 44 5 ' - STOP SIGN - Zp5 �„ io 4 102 - -E 11482334 "& / - — ELEVATION 527.7± - - 9S - O 9 84o w, 96 _ - -- --- -9--- ao3 ------s -_ �� T --- --- -- --- - - -- o -_ ---- Z CG-6 CURB - - - -- _ - - rI M _ - - � - - - - __ N Z _ -' J - — U.S. RT ___ -__ 20F$U' SCOTTSVI LE R fl 55 PH_ __- __ J (TYP.)" -_ - s, ---- --- s N - = - - _��\ , , —� - — — , \ co N Q - - - __ -_' -=-i8+°°_ - - - - �_ - - - N zoo'TURN LANE H PBA PG.35 - -_ - ----- -X n -- 19+0° '--- - 30 _ s26 - - - - _- - -- - S 17+00 N M Z 101 - _ _ - - -�, 530- ` - -- co -- --------- - _ - \ _ - ----_- SIGHT DISTANCE_665� ` s-71 -- _ ♦ / / / -~ Z ♦ / _-.. 1� __i= _— ___ — 13 - - - - ioo'TAPER o N L A 'XUR zz+oo - - - - OSIGN__ -_ - - _ - - - - - - I �, - - - - - _ - ---- z - rA1� ER - - -- - - - - - - - i - -- - -- - 'MAILBOX,,, / - - - -- MAILBOX - - -- _ - - -- - - - _ _ 1_ N - _ -MAILBOX- - Q PROPOSED NEW THROUGH - - -- -� - ----------------- -----__- m - -- --- -Szo ---- - > U) LIMITS OF MILL & OVERLAY - LANES AND TURN LANES -------- -- - w-=S�,�z+ 3 00 SEE DETAIL, SHEET io j \ LIMITS OF MILL &OVERLAY - _ - - - - - \ - _ _ _ _ _ Lu z SEE DETAIL, SHEET io - - _ - _ - _ m J J Lu I \ EXISTING EDGE OF PAVEMENT - --720' �'� TMP 90-21H � \ / TMP90-21H i - _ -� 520. � � w z W I � I I DQROTHY B. HUNT D.B. 3289 P. 68 71 PLAT D.B. 1i1Z P. 31� � I \ 1 � \ \ DOROTHY B. HUNT D.B. 3289 P. 68, 71 PLAT // \ -- _ _ _ -__ _ _ / \ \ / - - - 5zo - -- - _ - _ - U_ _ - _ Q - 5zo - - -- _ 0 O i D.B. 1350 P�26, 227 PLAT \ � \ ( D.B. 1350 P.2 D.B. 1350 P. 226, 227 PLAT I I l / \ / - _ � � / - - - ~ LL \ / ' I w < LLil - U Q GRAPHIC SCALE ° — - - - J Q - I TMP 90-35P W _j O 3° 5 '° 6° z° -- - _ - -- - - 530 - \ \ ' BETTY LEE PROPERTIES, LLC � _ -� D.B. 4195 P. 182 ' f- > 0 IN FEET) - - - m - - - - - - - - - x ) \ \ \ D.B. 976 P. 474 477 PLAT D.B. 928 P. 237 PLAT U) _j N 1 inch. = 30 IL. _ - - Z �`, - - - - �� = ' - ' / _ - / `s2� \ \ Sdo S1GNo j / I \ \ \ \ \\ \ I- J �T1 LL LLl Lu - _2SIGN\ - �\ v, 4+00 \����� S30 - - - - -- - -_ — -SZO= l�z�s�== 520 Lu CL 520 -� = - - - - - / �5+pp SIGNO - - - _ N 26+00 / - - - - - - MA BOX ° - O - -- __ - 27+0 -�_ -- --- TMP91-18 /% -- WENDELL W. WOOD _ _ D.B. 1727 P. 674, 677 PLAT - -_ - _ - - - - - - W D.B. 1707 P. 582 -- - - - -- - - - - - ------- ---- w D.B. 1571 P. 245, 246 PLAT _ - ---_ - '-� _ - - - - D.B. 288 P. 347 COMM. OF VA _ _ - _ - - -- - -- JOB No. D.6.279 P.493 PLAT - 182157 SCALE SHEET NO. 5 —I-J, � , �v LOT 54 LOT 53 LOT 52 LOT 51 LOT 50 -_ LOT 5 I LOT 55 I � _ / LOT 57 ATC' LIN - SE ASH T7 LOT �i \' 1 1 1 1 1 'M I I I ,� I � OT 5 PROPOSED VAR. WIDTH ACSA �I -- MH- OT60 � UTILITYEASEMENT(TYPJ' -- - ---I - - - I LOT — — - - 61 MH-z5 _A 15 5o 16+oo LAWr- 62 v A e Lp _ _„_. s — Aro0 - v I \ — LOT sa , — - 63 52 D.I. WATERLINE /X ED WATER I PROPOSED 8" IN -LINE G.V. - - - SERVICE LATERAL (TYP.) I [ A. +;-?--- - � PROPOSED FIRE HYDRANT --------------- �� r,= s . ASSEMBLY 8 ' ROPOSED A i 7 -- ��oo�°� ASSE WITH "x6"TEE �� I IF I I ,M3� � � a i l v LOT LOT _ LOT I ,' A O LOT � i t LOT _ �` v- 82 83 64 MH-24 ���� _ ` LOT �� �I 80 81 { PROPOSED VAR. WIDTH ACSA PROPOSED SANITARY 79 II UTILITY EASEMENT (TYP.) j EWER LATERAL (TYP.) / _---------- - I o / � �I LOT �. `1 / 78LOT =-------- _---- --- -- I - i � I i ,• tiX I 65—�— /j LOT / 77 - LOT LOT TMP 90-27B I I 66 PROPOSED WATER I 76 i \ / STEVEN W. AND BETTY C. JOHNSON I f f SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT D.B. 1026 P. 715 !I _ _ T -- rvT ' -:-,ASSEMBLY WITH B"x6"TEE D.B. 629 P. 616 PLAT --- LOT a lr iI / A - I I / —, 67 -- --� _ r MIN L- L L I i L !II •IA GRAPHIC SCALE I inch = 30 ft. I I I 1H-13 NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) PROPOSEDzo'ACSA UTILITY EASEMENT (TYP.) TMP 90-35 J DUANE E. AND ROWENA M. SNOW I D.B. 702 P. 792 I D.B. 657 P. 234 PLAT Lic. No. 035791 � 08/24/20 ,1SIONAL E�Gl� J ' 0 Inc a a a Ce W W W J O . E > U-) f p z 0 0 0 g Lo H H H „ o 0 0 0 0 o � Z a 0 «s u o z z z 3 F O m a > > > a w ~ U < OU OU OU _ - - w 0 m J Q W W W ¢ U) � z z w CC , ` m zLu of m m m I=— z z W a a a z �/ a a a 0_ li can �10 F W l 1 Zz Mlu I' ! -- - - - I - i LLI MH 23— T ;I LOT _ > i 6 LOT I I N 75 I L--------------L---- PROPOSED SANITARY P SEWER LATERAL (TYP.) L9 y- I_ ) f z I I PROPOSED WATER 1 68 -PROPOSED SANITARY SEWER t I SERVICE LATERAL (TYP.) - = L o SERVICE LATERAL l ---jll- - a ' �` Cl? LOT - - _ _ 0 L i PROPOSED 8' SDR z6 P - NOTE ALL STORY RESIDENTIAL UNI S WILL REQUI E I I R vc =- � I 4 �_I I LOT ( I co L� I SANITARY SEWER(TYP.) I :. I � _ 74 � ,I I AN ACSA APPROVED BACKFLOW DEVICE. Q j 5 I II __ � m LOT N _ _ I IP r j LOT L � - I _ - - � o � f I I II ' ' i I II z ! it r"11 _I 4 h Q l -- LOT LOT III N o' I I I o j LOT 73 3 II -- o I 70 � � � Io � I -- - - -- _ - I I PROPOSED 8" SDR-z6 PVC PROPOSED 8" IN -LINE G.V. ~ i F N Q _ - I SANITARY SEWER (TYP.) LOT N • I I I PROPOSED 8" CL. i PROPOSED 8" IN -LINE G.V. I ' 2 L Q ---------------- - _- _ I 2D.I. WATERLINE / Q - _ 01 I LOT (PROPOSED VAR. WIDTH ACSA 5 PROPOSED 8" CL. '' L > O + UTILITY EASEMENT (TYP.) 5z D.I. WATERLINE LOT " - - � I I r 72 - " � � � PROPOSED 8 DIP I fi SANITARY SEWER W ! LOT PROPOSED FIRE HYDRANT - J I 71 I ASSEMBLY WITH 8"x6"TEE- _ a r' \ r 1 L I J !1 -- ----------- ------------I i �G - PROPOSED FIRE HYDRANT, MH-zz ! \ L - - - - MH-21 -ASSEMBLY WITH 8"x8" TEE - (n +q°BERV1/YN LAND _ _ pRoposeDTYPEA H LL J / - - - - - - - - - - - - - f _ —. m _ 15+50 BLOW -OFF ASSEMBLY o 1 PROPOSED VAR. WIDTH ACSA o _ -, - -.-.-. lz+5o - -- 3+pp, 1 50- o 24+ o 15+ 00 UTILITYEASEMENT(TYP.) l0 50 - N - - - - -u+ 0 - az+o - -. - - -.- - -"-. --.—,-.- - _ _ - - - - - " Q uj - - -- v - L -- - --- - -� MH-12 - --- --- - _ . - -- -- - - - � - - - _ o PROPOSED8"x8"TEE fill J1 - �1� --I J PROPOSED TYPE A PROPOSED 8" CL. PROPOSED 8"x8" TEE \ �ro & (3) 8" G.V. I I W Y BLOW -OFF ASSEMBLY II 5zD.I.WATERLINE AND(3)-8"G.V. \ / 7-1 I J I I I r. /• LJ L NOTE SANITARY SEWER MANHOLES WITHIN THE w / -J J L_ L-J -J \ IW f TMP 90-27 i L -1 L _ J -ROADWAYS MUST BE INSTALLED WITH THE - L - J L - J L - J L L \ > -PROPOSED VAR, WIDTH ACSA- LOT1A MANHOLE TOPS FLUSH WITH THE PROPOSED !% UTILITY EASEMENT (TYP.)----------- I D DROGER SCHICKEDANTZ 1 I j TOPOFFINISHEDASPHALT(TYP.) i'i1 jl------i" U) ! LOT ' ' - i it NOTE: MH-u l5 THE END OFTHE SPRING HILL VILLAGE D.B. 1244 P. 461 LOT LOT LOT LOT ul LOT LOT LOT LOT LOT LOT LOT o D.B. 629 P. 616 PLAT ! LOT LOT LOT LOT 98 LOT ? ,, PROPOSED z0' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS W 1--1 D.B. 530 P. 164 PLAT ;I 84 g5 86 87 88 89 90 91 92 94 96 97 100 0 II 93 95 99 /ry / UTILITY EASEMENT (TYP.) LJ = I _ - - - - - - - - - - / - -I NOTE: SEE OFFSITE SANITARY SEWER PLANS 1 Q , INCLUDED ON SHEETS 30 & 31 FOR REFERENCE VDH. - i ii- r MON. I - 6 i - - BENCH MARK IS J ! I - - - - CHARLOTTESVILLE GIS w A roximate ! - o - - ROUSE-SIRINE P I r I i I I D NI Va Public Service Esmt. I : ; I ---- --------THHE FRONTAGE OF THIS PROPERTY SHALL BE G- - �oS�'� - , \ STATION 105 + Q D. B.221 P.305 ; • .. N - - 3882993-340mi Pole ! i - j - _ - - - _ '- REMOVED AND INSTALLED UNDERGROUND. ALL I - i- _ Commig It-& \ \ E 14482334.683 CD "'•.:: - -- - - - - - - - - --- - - � - - - - - -- Fiber opt ---- V IG 27.7t '-- ASSOCIATED POLES SHALL BE REMOVED OHE OHTV r J '-------------------- -�- , ---- \,ALE A h1,5\\l -------- _ — - ----------------- --- tLEC Tpl,nnP Polene--i---------- hole 7 p„IP ------------ --' a nw'i �~ � --, =- -- _Elec.&Phone------------------------------- ---- \ El MAILBOX : `""" G) )HT OHIPF ----------- ----- ---- -------- - --- I O U.S. RT 20 (80') SCOTTSV i PROPOSED LOCATION OF / HWPB.1 PG.354 ------ UNDERGROUND POWER J O ---------------------------------------------- ' NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED o GIN ❑ D UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. MAILBOX _OHT OHTV OHT OHTV Pale _ - / o Phone INV IN OH ----------------- _�� 1•a 9 WV I I I I I I I \ I �FH I � rBETWEEN ACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER RUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL UNDERGROUND POWER EMENT BEING PLACED. �",CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE PROPOSED LOCATION OF 1, z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE�� THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. I EXISTING iz" DI WATERLINE 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND \ DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING / FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY " .�~/ L SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLS �R " S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. I I I I TMP 90-33 i I I JEANNETTE D. SMITH D.B. 4254, PG.118 I� II LOT j I R H LOT 11; LOT LOT LOT 29 I I l 32 31 30 CONTRACTOR SHALL REPAIR ROADWAY . / / / i " (Q© / Q / 33 r� Dc2 �Y �' V PROPOSED 6" go° BENDTO NOTE: EXISTING OVERHEAD POWER LINES ALONG / O ��� / / O / / 34 11 '�' LOT11 SSLY FIRE HYDRANT ASSEMBLY THE FRONTAGE OFTHIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. ALL TIE-IN TO EXISTING lz" DI WATERLINE ° ' i/ ! �7- WITH PROPOSED zz' z8" T.S. & V. = i LOT35 ASSOCIATED POLES SHALL BE REMOVED. " �� S� i i PROPOSED LOCATION OF / A� j' LOT PROPOSED VAR. WIDTH ACSA I UNDERGROUND POWER �' I^ i j - - � UT LI � / TYEASEMENT(TY )? � EXISTING iz" DI WATERLINE n �- - _ - % LOT 3 I 37 PROPOSED 6 Sz D.I. WATERLICNLE i �^ I �/ I " o k : LOT LOT LOT LOT o I PROPOSED 8 22.5 BEN 41 40 39 /` f 11 � - PROPOSED FIRE PROPOSED 8" CL. -� - - - - - - I I I LES ,,ASSEMBLY WITH 8"�fi TEE it NOTEROADWAYS MUST BE: SANITARY SEWER AINSTOALLED WITHIN TH THE �• /' ( �" �� MH-�5 Sz D.I. WATERLINE MANHOLE TOPS FL SH WITH THE SHED PROPOSEDTOP I, ------ I X,� _ - - ICL 9�, mow, �I L� 2O7 I wv MH i \ c l / '� MH i6 L � ^ (� NOTE: CONTRACTOR Ii i T• . // I u SHALL EXTEND WATER I it LII DAU PROPOSED 8 SDR z6 PVC\ .� �� s � LATERALS TO UNITS. i i SANITARY SEWER (TYP.) PROPOSED FIRE HYDRANT - LOT 43 MH z8 '_ -� -' - �. �\ �3 \ \ ASSEMBLY ITH 8"x6" TEE P OR POSED WATER" 25 E I SERVICE LATERAL (T) P.) LOT i 0 I 1 I I I I I I I i ) � I I ! i I ' ) I i ) I LOT I 44 PROPOSED SANITARY /SoA LOT SEWER LATERAL TYP.) LOT L ( PROPOSED8"x6"TEE i 45 �- (3.) B,. Gy-, (:1) 6„ G.V. °� "�' 23 1 LO7 LOT \ — \ ' —� — 46 47 I LOT �� I I � 48 i 0 • LOT / ��� PROPOSED VAR. WIDTH _ - .� L F PRIVATE UTILITY EASEMENT ----- �� . \'�' • I' 21 � I I r III I -- - LOT '' I it .... - - ---- I LOT 1 — — — I OPOSED io' PRIVATE I, l - --- i UTILITY EASEMENT LOT l _ I \. I LOT r LOT 53 LOT 52 LOT 51 LOT 50 I' I v � \ I 18 LOT 54 ' / LOT 5 LOT 55 ��' LOT i LOT 57 TC LIN - SE I5H T 6 li 17 I LOT /I II 5 � I I I I ' I I . I I / � Lt I I I I I - OT 5 -- --- - MH-z7 V PROPOSED VAR. WIDTH ACSA, II MH-z6 I - � i -� I LOT I •I V Al OT 6O UTILITY L III LOT V — all - 61 ` _ j I PROPOSED 8"x8" TEE , LOT V �` , % '5 50 26+ao _ (z) 8„ Gm. I \ _ 17+00 I _ I I i \X •� 14 So � 1 — pO PROPOSED FIRE HYDRANT I \ \; LOT 14k �•�•" *` .ASSEMBLY WITH8"x6"TEE- 6 r — \- , 63 i o �\ III 1 T,\ PROPOSED 8" CL. , _ I ° LOT � 52 D.I. WATERLINE / o - - _ - - - �` �� I ° 15 L 1 PROPOSED WATER I I LOT \ i j - SERVICE ( / \ / LATERAL TYP.) I' // � • PROPOSED 8' IN G.V. � �, I I I 14 L / _ - � ROPOSED A.R.V. -; - 7— � 7 --��� o PROPOSED FIRE HYDRANT I I�I � � LOT ----- ASSEMBLY WITH8"x6"TEE 13 LL1 b \ o k I v ., � V v � LOT ' 'I LOT LOT I � � � �I I LOT /' LOT 82 83 I LOT JI 64 MH �4 E v LOT 80 81 d PROPOSED SANITARY 79 r� T S16°40'02"W I I19.33'(tie line) I T 90-35 1 ANG H LDINGS, LC D.B. 026 P.71 D.B. 65 P. 234 PI T PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSEDzo'ACSA TUTILITY EASEMENT (TYP.) ) 8" DIP SEWER I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) GRAPHIC SCALE I Inrh = 30 f1.. Lic. No. 035791,E 08/24/20 ,1SIONAL E�Gl� 'A F t E ZZ O Q w � c O a u ou F w O CO Lnn JW U L ,1"A1 V/ z > > w c rn c w - Lu L ' 1 0 Lu F W 11 Z M I' Lu ti co — co m N c z co CD N 0 W N > O L1J J_ J — > Q cl) z z LL L9 I— J O z Q �-- _ _J W U Q Y LLI � I_ > ul (/) J z LLJ — z JLu Q V O 0CD N u L w a t=n JOB NO. 182157 SCALE III = 301 SHEET NO. 7 p 3 \ 59i.om' / _ I ��. ., j\,, / - 65 ' ,` �578.aoTW YDi C - 59z - - 1 OTC 6S - _ -_ OT iB I r ) n4.00Bw \ - L I ZOT z LOT i.. L T o I` I 5 �3 s$L ° 65a4'. 'i - 5s6.00rw Z ATQH I 55 5 sao.00ew �G 86.0 9 PROPOSED VAR. WIDTH PRIVATE_ 2 \PROPOSED SWM ACCESS 88 s�9 °O DRAINAGE EASEMENT= 59 55 FFE- .-I\ I .8 00 _ 59z 67 I BSMT= I BSMT= I BSMT� BSMT- FFE= ss4.00 ss.,59333 BSMT= I 8I- 8016 &FACILITY EASEMENT DRAINAGE EASEMENT 57 FFE-O FF MT- 9 I / / ' 8 \ \ �SCS� - - _ - S8 �- -\ - - LOT 8 LOT 93 5 - + I BS 56�s ais6 ao. o :a \ o L s PROPOSED 20'PRIVATE _ 5 3 5 __ 5 3 rl 8z.i6 I 5 3 �7 \ LLJ LOT 6 DRAINAGE EASEMENT \ \ I U Lic. No. 035791 s 4 LOT BSMT- SSM 4 8 . o --- - _ 1 \\ / 9 - 5 433, 6 \ \ - - 5 2.8 + I I 82.8 \ 3 II FFE- - 58z.5o X I I 8 : - \ ` \ \ .0 4' \ \ p 08/24/20 ry 6.0o FFE- 5 3 sa3a3.:.., 5$3a7 x YD FFE= 57z.00TW 0 0 -I - - 5 BSMT- �+ 5sz.67. - I _ _ _ - - � � 8i.6 ° _ 1 � r581.67' I LL _ 7 sV 5 7 6 So.z3l 5s0.0oTw e IONAL E G -r451i. • ..-.. . a - i _ .� PROPOSED io' PRIVATE 3 A �. +BSMT= 581.00 \ 1 t a�a 580. _ ] 574.00$w y `. I 6 \ 579 DRAINAGE EASEMENT Tw5s4� ' - �` LOT � Ir .00 6 �'-' �s 73 � i. t� � � 6:5oTC I /• �� A � BW SJa FIFE = � �+_ _.g79.67 / PROPOSED WALLS (MAX. HEIGHT=6' - 577.00 PROPOSED VAR. WIDTH PRIVATE \ \ +ool 0 5 o rp 16+od 16 ---- - 0,�-0 �� so 6 _ - 15 - ---a+ Q \• PROPOSED WALLS- - s 5s _ _ _ - _ DRAINAGE EASEMENT \,_ -..- =- - - - ly -_ - ) \ \ \ r' �r57ggo `�,� �( ' � PROPOSED STORM (MAX. HEIGHT=6' \ � Q I �' FFE= - _ YD13 \ 1 P VVx - - 16+so SEWER- ,, � Q 58o' i' i - 576.67 \`' 8zo '.,' _ ���� _- _ / + - _ 57433 / >i \_ �7 4 566.00TW \ \ - - - \ - � - ,- � t _ :-- --- `- T4+'3 ® I -- - ,.. 1• �" `I - I _i�. °.` `• •. t'II ---�-68-� 6 - III 6o.°oBW--- � � \\ --�--� - T° LOT 62 . , \ _57 79 578.12 7 \ - -- - c PROPOSED 8 YARD LOT 63 , S8 °`, . 580.0 _._ __ - ---- -° i' .' 57 .00TW \ \ \ - - - - _ - - F s �, � 4 / DRAIN SYSTEM - --- S4.00 js7s sq o y __ - - s s / �\\b 1 7 g68.00sw ', \ i 5 \ - z_ _ \� � Li- FFE= .- " 57367 01!s73_za u � 1' \\ o�7 T YDaz FFE= / 0 94 _ _ _ -s i.Y n9.00 3 o i 574.1 o" L I \ \ \ \ - - - OT I ! 571.67 / Q = :' 1x5 _ - 3a�.00 s7967 - / 12 \ \ \\ \� --570 i H n3 ss 5 . PROPOSED 1o' PRIVATE / n�33 / / s� - z c » a - - PROPOSED 20' PUBLIC, 2.0o \ \ \ 570 57 LOT�4 3 \ \ - - - z J LU DRAINAGEEASEMENT r %`,___ \ / � _.. / � � -- _ _ �' � r `__ \ a / A \ \ \ E T - - 7' 56z.00TW - .o S \ H ' � I 50 DRAINAGE ASEMEN t II r - - = s73 so$W - - :' \ n6.68 _ 15 LOT 89 i 0 570- o. o ----- --- PROPOSED STORM 3.6i - l I FFE LOTi1g 6 s �I o 8W 6p O a ca U F n9�67 � � I LOT 81 I 570.00 � .z � N S o I uLn PROPOSED 3' DECORATIVE WALL" IF I ( 5J0' _ �_ \ SEWER SYSTEM 574r LQT 8o FFE- 580.o0 FFE= / / L 7 p n4.00 W _ LA Z) a / _33___ - . ` 564_ooBW _ _ _ _ _ _ \ > _ _ _ _ �_ T _ _ _ _- � � _ ^ w Ln (NOTE: WALLS PIN HEIGHT OR LESS DO 1" ° r y - FFE 581.33 BSMT- 570.17 579 33 I , - 6 r n4.o6 \ sn 67 LOT 79 \ FFE- s82.00 BSMT= 571.50 _ BSMT= 569.50 I i .- c FFELO 13 s6i.67 s 6 93" _I rt / 560 � o - / �\ BSMT- 57z.16 LOTBz- I 568.00 J r.. _ - - - - - _ ~ m z o NOT REQUIRE RETAINING WALL PLANS) I 570_33 l \ S)o FFE= 580.00 _ PROPOSED VAR. WIDTH PRIVATE , / L 7 `� 1 \ En �_ o LOT 6 no.00 I. f c' 9 \ LOT 8 SMT= 570.17 , - / 568.5osw 51 4 --/ a.I se74a z 57s:oo 7 B II +-- - - YD15D fl LOT i - - - - L c - FFE= 578.00 1 PROPOSED YARD DRAIN S STE AS FFE= 565.67 s p 5� ; W w > c 56E.5 g1 w s5 a9 YD1 B = EMENT - - a. - 11 r 66.00 II / - \ o- \ BSMT=568.17 5 PROPO�� ALL (MAX. HEIGHT 6) -- _ 1 r 53 c PROPOSED 1o' WALL MAINTENANCE EASEMENT / LOT 6 568.00 _ t� / o �. --_- _ _ _------- - l.' L �" PROPOSED WALL 550 - 5 I - ' cn FFE= x PROPOSED VAR. WIDTH PRIVATE -- _ _ _ v I _ - 568.33 9pse --570 - YD1 C - - _ 68 ---- - - MAINTENANCE EASEMENT j I 6s 64 x 57z.33 DRAINAGEE SEMENTYD15A 5 r5 / / 5 4 ----- �I _ c I -� - - _ i / O 9 - I-e •" ' / . ' - 5 5 5 5668. 6�.o01 w • , _ ,- 566:5oBW - FFE-575.33 �_- 56oBVJ-566.00' S - /-------------- I TMP 90-35 ti i BSMT- 6 o 568 6o.00BW s 1 L to 6 / s66 s 90 - J 76 0 DUANE E. AND ROWENA M. SNOW LU LOT ]] ,' "� S6a ooBw-558 _ _ - --. YDyA I, ° 56o r / •-' FFE= 60 67 1560 33 II o b / x b.B. 702 P. 792 NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / - _ -- -_ 556 , 61.0I ' S66.00 \\ FFE= 572.67 - _ _ - > M 5 9 i:oaBW \ D.B. 657 P. 234 PLAT ¢ a / DRAIN LINE FOR ROOF &FOUNDATION DRAINS _ - 563' j BSMT- 62.8 55 \ \ FFE- __-_ it r° - WITH 10' PRIVATE DRAINAGE E, 66. " - 5 3 5 �' - TMR 90 27B I _ _ 6o.4oBw i ' I / 1 I YD16F io. r, I -.� - - �"� . � \ \ \ � / , / � .. I I I 56o.00TW EASEMENT 5 33 0 ,g � - 500071 W LOT 6b` --_ o / 558 10 FFE- OT S gg 6 55 z II ss4 oosw DRAIN LINE FOR ROOF & FOUNDATION DRAINS o STEVEN W.,AND BETTY C.'JOHNSON s63.67Bw - l 1 o YD15E YD D.B. 1026 P. 715 /' 069 55 .61 _ i N 8 // �59 6 \ i 5 _ _ L \WITH 10' PRIVATE DRAINAGE EASEMENT o 4 D.B. 629 P. 6,16 PLAT LOT6 N i / <\ 9 \ 0ti 56o.v66w. i' - - - - - 1oA io6 FFE 8 5 667 55 .z5 (:I 'I,I pss \ PROPOSED za' PUBLIC- / � - co:. ,�' � � - • � I I I I r 557 L 3 -PROPOSED 3o'PRIVATE ! 6.6 °.µ!I DRAINAGE,EASEMENTr S6�/ \ a„--- ' DRAINAGE EASEMENT I 5 3 7 T7 I a 556.00TW o.00Bw- / si64' YD16EI 1 .�II II5r g5.. 3. "--\� s59.6�7 8.84fi -iI. .�• • a - 8_1- +-_ _ • ',"_ '° 558 1Is13g - Na PROPOSEDDRY SW_ ALE 562 rr I /r I l I IIIi,I I84V / o.oa-- 83 LOT75 -T- 7-X - 5,345460z - SSHoI I s5s5z.00Tw z 548.00BW FLLOB 68 E= 561.00 00 BSMT- 551.17 PROPOSED SWM ACCESS & FFI � I FACILITY EASEMENT Sso V1o �55783------- 548.00TWf - -_ 547.o°BW - FFE= 5 g.6] p oI' I i Sn�73 '�ss933 5 I \ _ ,r I y I Iri 9 �. � FFE= L T 5 - BSMT= 549 83 -'1 7 549.0054[8.67-- I 54737 ' ,i I m FFE- ss9 0o fI / l I - Og I �6 ~ ' + DRAIN LINE FOR ROOF &FOUNDATION DRAINS / o I LOT 6 S - 9 s61 - NOTE: CONTRACTOR TO INSTALL PRIVATE 8" PROPOSED 10' PRIVATE FF = T 4 L' 559 33 0 l / 0 6 s,ovt / I I 9 - + rr E 546.67 54S 4 ' S57 J - -; 55e.00 - " LOT73 PROPOSEDS /rDRAINAGE547• o - - 7 55 - ss�as ' DRAINAGE EASEMENT i_ L 59 it 10 PRIVATE � ., S' EASEMENT YD16D1 � I ' I _ FFE= 55833 PROPOSED 20 PRIVATE PROPOSED VAR. WITDH PUBLIC ' I,' LOF 70 sn67 ssiz _ '- - - BSMT=548-50 DRAINAGE EASEMENT DRAINAGEMENISE //r _ .e 45•67 s4sa3 s4;s r i - - - ' PROPOSE D EASEMENT55PRIVATE 3.00 - S5 5 o:l DRAINA ' o +I FF = - - -_ 0o 7.I 16 �u I I w 11 8A � E saa oo' say. � II - . �. / �il I I �. _0 � - LOT - -- _ � s56.67 FFE= oo -I --I ' r YD3 54 33 3 LOT 1 v° 1 f BSMT- 1 PROPOSED zo' PRIVATE 557� YD10 ' 17 I � + I _ - 547. 7 � 542 r d 8B � LOT o I DRAINAGE EASEMENT �� • FFE= SA, ,. � - 2 7 � • '° 54z.67 54zo I _ 5 -� , � � � � YD16D i i ,J lr 557.33 � r� l• � I � _ I\ J r - -- , - _-_- r� _ _\ °. \ % ., i 1 Le > 543.0o o r L YD 1A 58B 78 I II O i / Z I -_-� _ 4 PROPOSED zo'PUBLIC ] -F b 00 DRAINAGE EASEMENT -BERWY LANE - ,13+0o- 13+50 W 5 TMP 90-27i5iF7:_ - i - - I 7, " PROPOSEDSTOR LOT1A h'PRIVATE EPROPOSED zoSEWER SYSTEM SCfICKEDATZROGER AINAGE EASEMENT TD.B. 1244 P. 461 , I I I D.B. 629 P. 616 PLAT 571 ss578�-- w - 55490„ - 554w1-I. ssz90 ,' 54687 Sz -+ 544371�w Svv x 5 D.B. 530 P, 164 PLAT ��II I 75 � �� � � �a �� �� � Ii W 1 �� �� � �� I �� r I� ��- ° �� III�ir �a �� fi� \ • � "' _ I 1 \ III 556.zs I 6z.1 Sz50 .75 40956.z5S5 556.25 55559 54gz.854142 -- 54az 49546a 42.09 - II - 1 74 J L-J L-J L_J LJ L l l I-- LJ I- i LJ J L-� I LJ J l_ I L -J L-J J \ Q _ -� 56B _ _ 73 LOT 88 LOT 8 LOT go LOT LOT z LOT LOT 6 LOT 97 LOT 98 -LOT LOT 100 / •_ -<� - -<- --�--- - t 7 YD16C LOT 8y LOT 85 LOT 86 LOT 87 9 r 91 9 LOT 94 Lfl 9 99 -- --- 93 n 95 _ - - _ - - FFE- - - , - - - ° _ FFE= ks3a$w y = q / / -/ --� 6. 8 - FFE- FFE- FFE= FFE- FFE= FFE- 8. o li - 08 544 4z 543.08 - 1 > / / / / _ -� FFE- FFE- FFE- I I FFE- FFE- FFE- FFE- I 55 5 S s 5 58 555 9z 555 25 I ' S53 17 SSo.So 54 5 I I 545 - - 54 75 / +° l i, -r / / /' /' / / \ PROPOSED 20'PUBLIC, 2 1 551.83 549 83-I I S46'4� 54z 42- / / / / / / DRAINAGE EASEMENT Y 151$s 55 5 6. 8 6. 8 556 556 0 z z.6 z, o.o0 8.00k - -5445 I 55 X 6.0 556.0 X 554 a -)C 554.75X S5 7 k 33 �y8 so X- 549 33 X 547 sa' __ 54sAz k 43 9z 34 5 k 541.9z x 3.1 - -. S I 71 55 4 = a. 7 s49.! - - a 8.8 84F83 --__ _ L 54z 9z. 54z.o i i.o8 539.9 53 z 53 BW ' / / 60" YD 6B 552 sz'4�... z. z . 55i yz- r 5i.4z 5 33 SSo 0 45 5497 548 3 8 . S4 10.-4 , - - - z,f i 'i. 1'I // '' p4��^\ li VDH s ' ' \ Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro%Aded (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-7B - YD-7A 8 3.50 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E - YD-7D 8 3.50 9.9 10 YD-7D - YD-7A 8 3.50 9.9 10 YD-SC - YD-88 8 3.50 9.7 10 YD-8B - YD-8A 8 3.50 9.7 10 YD-8A - STRA8 8 3.50 9.7 10 YD-8A - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12G - YD-12 8 3.17 9.0 1 0 YD-12 - STR.92 8 3.17 9.0 10 YD-12B - YD-12 8 3.50 9.7 10 YD 13M-YD-13L 8 3.00 8.7 10 YD-13L - YD-13K 8 6.25 15.2 10 YD-13K - YD-13J 8 6.75 10.0 10 YD-13J - YD-13C 8 8.58 19.0 20 YD-13P - YD-130 8 3.87 10.0 10 YD-130 - YD-13A 8 8.50 19.4 20 YD-131 - YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 9.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 10 YD-1 3E - YD-1 3D 8 5.83 14.3 10 YD-13D - YD-13C 8 8.50 19.4 20 YD-13C - YD-13B 8 3.50 9.7 14 YD-13B - YD-13A 8 4.63 12.3 14 YD-13A - YD-13 12 3.00 9.2 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.50 9.7 10 YD-15B - YD-15A 8 3.e7 10.0 10 YD-15A - YD-15 8 7.67 16.0 16 YD-15 -POND 8 4.00 10.4 16 YD-15D - YD-15C 8 2.67 9.0 10 YD-15C - YD-15A 8 6.67 16.0 10 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 1 14 z °o a \ 1 51.28 lk `55i.z8X s5z.3oX Sia61k. .. 555 k .� �5 i4 4 54 475 47.00s 4 4z.5a 4z.6g 4z.o 54044 ,5393$ 38.0. y.a8 _ .i 2B 1 / / ' t,dllnl y i - I. 48.81x ° ..k _ ° X._. ' 4358 ° °.k _ __X' •X. k5C •'� i". .o - I� „� / / / BENCH MARK IS \ - PROPOSED WALL (MAX. HEIGHT=3') A - - -- NOTE: CONTRACTOR TOINSTALLPRIVATE 8" o (Di i / CHARLOTTESVILLE GI _ 548 - - 0 4 - zA o S 91 Aproximdte i 5 r RAIN LINE FOR ROOF & FOUNDATION DRAINS I - Vc Public Servi e Esmt ! �' 5s4Tti YD16 PROPOSED SWM ACCESS & WITH 10' PRIVATE DRAINAGE EASEMENT kT , - T T , _ ROUSE-SIRINE / D.B.221 P/305 Tv. i _ iBw : \ i FACILITY EASEMENT PROPOSEDS 106 - z ti N / ---/- ----- - �'�� &aATION 105 I; N 3882993.340 PROPOSED - - - - OHE oHN I DRY SWALE - _ - - - - - - - - - _ - - - - - - - - - _ ' ', � � W _ 112 �-9 �:` �82334 683 ---- l- -------- - h e: �- YD16A "► LE 7 7± -- i - - -I --------------- - ---- ---- - ---- - -- _ of 55 - 5 - ---548 -- -- ---- - --- oL ate_ �_- _-. "'ec.&Phone,/� -\ ------ N VATIC+J� • _El 1 i.rs�, ��err�/P 5 ° 544P tLEC -Tpol. _ 1O5 .. ---- m i S60 PROPOSED UNDERGROUND STORMWA I ER - ------------ ----- -- --- --- - - - - - - - - - - - - I MANAGEMENT DETENTION FACILITY sq - _-_ _--_ - - --- o-_ _ 103 _ - --------- H 104 1�_ \ -_ - 97„ - --- - ---- r 1� . ._ $0 SCOTTSVI -R ------ ,? J --- 101 -\C F�APHIC SCALE s? T --- -- 30 0 15 30 60 MAILBOX- _ 120 ��Moo.�_ o�� / / MAILB X / ~ �► - GN D - __ _ - -- ------ -- ------ -- - / _ - )HTOHTV 'c2 ---- -- - - 550 - _ _ - - 1GIAILBOX` .,�� - - - - - - - - MAILBQXB - - - - - - -- e'T J------- / OH O \ OHT OHTV \ \ Pole / �Ph 011e / \ W - - - - - - �' - 1 n�i. = _"'T(1-- - � -- Hrv_ ��'� � � _- INVIN� o _ __- �,---MAJLBOX 0 W Q O .-i CA '� .--I N N O O ON O N CD N O CD N O -0 w a u) JOB NO. 182157 SCALE 1.11 _ 301 SHEET NO. 8 / q EMI IP , _p99 / / �/ /; - - S7 -GRAPHIC-SCAL� p99 P 0�9 42 lls / OK- _ 36 = ' 6 15 i 30 62' \ / / / 120 _ -" _ _ / - ( IN_'EET �-1" Tell = 3U ft. I / _ PROPOSED io' PRIVATE DRAINAGE EASEMENT 6�6 I/ z6g ---"- -624 622 PROPOSED WALL (MAX. EIGHT=fi, 62o 9 624 li - / i 4 ---I - i i099� / // -% r / ��/ ,/ /� ,/ O /' // YD8B - IV 6iyBW ---_ r YD8 - - _ _ � FFE- I - - - - - TMP 90-33 , / ' / / PROPOSED YARD DRAIN SYSTEM / S.- FFE= FFE= FFE= 622.8 - - - JEANNETTE D. SI�11TH' / / 'FFE= 621. 1 6zz.1 626rw - - - / i / _ / 1� fizi. 1 S SMT= I 6 6TW - _ - - - D.B. 4254; PG.118 �/ / �, " _� G 620.8 5 BSMT= BSMT=- ' - - 099 - - - - - / / i ' ' / ' / / ` 6o DRAINAGE EASEMENT / - 24 ..9 ' . " % 6zg.00 _ '6 4 "61-BS1n 7 7 612. -LO 20 t 1. / s9' BSMT= 6u.6 ` ! ^ PROPOSED 10' PRIVATEi 6 - 611.6 L LO. 3o PROPOSED WALL L - - - - - - - - / /' \ i ' / (SIP i / i/' O` `'�` 1� r '- g 6v2 �.' - FFE= 7 �- 3z OT 31 ICI 6zz.00 3 6az.67 \ MAINTENANCE EASEMENT 1 - - - - - - e / / V s 6z6T 33 6��.33 /' ! 39" o \ YD7C 6z1. o L an.33 - - u `� 6 .. -1 6 61.33 _ 6z6� 620.84 6 1. 7 - a ' a - ;21 W I\ \ LOT 3 = �-` - f - - Obg - - - - - - - 'I - Obg r�O _ '_ _ T- "(s L `- 610 z3- - 10 85 ° -s31i'�z --- ---- ,r s -/ - -- - - SM n 61003 _ S� � 1 N - i f - - 38 i 63v FFE 611.00 +,o, _ - - - - - / �: / /✓ YD]E / g 62o.84 T� bs - i �� / / -FFE_." SMT= 10 67 0. _ g 61x W I 3 -. -- --- - - eT _ _ _-----�_-.-`\}_. //� "_6• YDA 4 611.00 �. 0 46 35. _. LO - _ - 620.8 - /� 610 EP 12+ O - I 6nBIN - - `O - �----�I-� �� - - / %------=6304- --_ -- �0 7 - BSMT= 5 F _ 0� - - -- - _ - _ \ 04g l < FFE 611.00 \ / 6 _ -- I 6 9%, x / 'o \ 37 j %,- I--�6 `\_\ \-62o.84 LO 9. 1 0 48 zo TMP 90-35A1 7D y . sue. l - -- - 5 _ - ANG HOLDINGS, LC LOT4_z-I �------II 1�6�-° BSMT= 10.67 �, � � I I \ / PROPOSED VAR. WIDTH PUBLIC .FFE= -FFE= FFE= ,I FFE= 611, o, / J 9 °9 o D.B. 1026 P. 715 .x _ \ / EASEMENT 33 g4 631.17 III 628.5o y625.84 " 10.67 �- - / - PROPOSED VAR. WIDTH PUBLIC ` DRAINAGE EA, 1 _ SMT= \ h LO - `" \ D B 657 P. 234 PLAT \� DRAINAGE EASEMENT e' r / 62a i 6zMoo 6lM 3 li 618.6 616 oo ma ° s c ' °° � ` /I 47 / / / 608 Lu 34 4 -I- - ] o t- y, ✓ \:= 9 _ ! LU 61oTW x / w \ \ 6z3.67 LO 4? li LO o CO 39 li y Z ,. P�/ I / / YD - -- --- 6o66w / JI___I 6x1.00 1...6a8.3g \I1 ,6i567�- _ - -\ ../� /.. 1.., E-• 2 I \ .... \ / / \; - \\ ..'' - V � w_ � b " � �,,%.• /� ) b II °FFE= 6og.°o 6011 W IL1 \ \�' \ \\\ I w _ ,,' , � a; - ' , .-' • � 3z N, I � � , � � :. YD7 � �f / -. 46 ' 6o T ,i. / r'" i a�.> /�./ •• � - - _ -'\- 0i' w 608 5 /I�. _I-' 4 I p i _ ✓ - / /. O /,5� v'. /. . ____-r 3 b/ �)` (.° i - r� i II ;TI .,I 'FFE= : I o6.00TW 600.oBW00Bw / i' �' � __-__ - - 3 / / / � 630.65 -. ' •- 2A "31 ,,. `_, \ I ag , /a ,j /:� I�LI•, I /60 6L� - � ( \f_ ,// � _' -- __ --_�� / � � w - _• f qv/%L, � S _ 12d00 ,. _ _-�� _ � � � �2/ � I 1'i L�:.1_ f LOT Itfi PROPOSED STORM' / DRAINAGE EASEMENT 6FoE_ 6` o0 5b3 95 3oA SEWER SYSTEM eQ - 'Sz$.5$ �'_ \-_ Q;, ! - 8. Z I' LOT I l ., - - -' � \ '' I - - FFE= � 60 00 6 x 62v LOT " NOTE: CONTRACTORTOINSTALL PRIVATE 8" 60333 537PROPOSED WALL _ FFE= xs 40- dj 4 6zx'48j - - �6'a'43 1s.7 r DRAIN LINE FOR ROOF & FOUNDATION DRAINS • I MAINTENANCE EASEMENT - 629.00 p WITH 1o' PRIVATE DRAINAGE EASEMENT - 63133 = / ' - - I - m _ S \ \ FFE= 601.00 s 9 0' BSMT=LOT 44 �� �a _ 600 601. _ - I Z ^ n I 4 5. 45 59x.00BW \ \ 6z1. o }� J \, z2 J Y L OTLz I °.00ew \\ \ \\ \ l 5 FFE= I I 6z sg I- - _ � _ _. _ - r PROPOSED io' PRIVATE \\ 33 L \ L T s 3oB :\ .- ��. s0 I I� 60000 \\\\\ \\ \\\\\\ 5 I I _ . _ _- _ \ � I - 3 599.00 594.oaBW - - - BSMT= - - 3 DRAINAGEEASEMEN 5x/ 6zo.z FFE= F 9747 OE9 - - __ 03u.07 T 617s9 _�- L 2 I � O 45 YDi N I �� ` - " - - -- - 6zo.8 LOT 6 \ 3 FFE= 4 LOT LOT 8 LOT 49 \ °59933 -- - \\ --- - I NOTE: CONTRACTOR TO INSTALL PRIVATE 8' \� _ 629 337 I 625.92 47 _ 6 \ \ 1 \ \ \\\ \\ _ 4 � - 0 4 I FFE= � FFE= a •• \ 1 � \ \ \\\ \ \\ \ ' - = -BSMT= FFE � 5'9 �' 6z a I FFE- - DRAIN LINE FOR ROOF & FOUNDATION61 o BSMT= 3' S 617 92 } I ` --- - BSMT= 620.58 - - - ° i DRAINS 9'S w SWM FACILITY & �� 6zo - --616.08 BSMT= I _ 6 \ - F zi LO zz 6 \ \ \\ \\ / PROPOSED 1o' PRIVATE- �/ - �� 61 1 - ; 00 SMT= / - y \ \ 0 \ \ \ \ \ ACCESS EASEMENT- - -ice DRAINAGE EASEMENT 6i - PROPOSED i6' PRIV, 4 61D- 608.08 I PROPOSED 1o' PRIVATE ` ` 0 YD6 FFE= s94.00 PROPOSED DRY SWALE - / DRAINAGE EASEMENT ROPOSED WALL MAINTENANCE EASEMENT S� 60oa DRAINAGE EASEMENT \ 594.33 L o - - - -0 YD14 w 8 \ \ - 014 I - - -,' _ PRO POSEDWALL (MAX.HEIGHT=6') w - -, I .YD131 \ 1\\\1 1610 3 �1- _ - -- YD13L -- YD13M \ \\ 59 33 3 w i' \ ' . • - -- ----TVT66o8 .608 - �� BW 600--- +- _ '1� , 1\ \� \ > 1 90 _ _ - 60\-TW 604 606 - - 594 \\ / .. , 1�O c - PROPOSED VAR. y E= g o 0o sag 1 I I' , \ \ - - 1 - - - _ Bw e YD13H r 9 ae:ooew \ \ - - - O2- WIDTH------ 59 t - - - \ m 59 33 LOT - a b 1 \ \ '\ PROPOSED VAR. WIDTH PRIVATE - _ - YD13E YD13F YD13G 592 J -DRAINAGE EASEMENT \ \ 1' o 590.00TW \ \ \ " DRAINAGE EASEMENT- 0 YD1 D 9 LOT�g r s W 84.00B 1 - FFE- - YDi3J 598� � � , 3 ,596- - - - - s90 83 � --- ss9 gol- s� ! I ��V� 18 1 11 zo se6.00 YD1 P 50 PRO_POSED YARD DRAIN SYSTEM _ I 588.33 S 53 OT 18- - -- j 3 606 - - - 596 ATCH CN SEE-SsH ITBOT� 06 - 6 578.00TW r YDi3C I S - 51 III 574.00BW 59zoo- FFE / � 1 � 565.00 584J I 11.. � 586.o0TW 5 z - - YD13B - _ O�T-- 6 I �\ - " \ L0.T 5a LOT 51" 'tOT 50 ', -III 586.33 6. sao.00aw 590 - _\`_ 5 LOT- _ FFE= - = r' S88 ss9.00 PROPOSED VAR. WIDTH PRIVATE 59z--L0T4 FFE- FFE PROPOSED SWM ACCESS DRAINAGE EASEMENT- - 55 FF - 2.00 S9333 590.67 590.00 ° LOT II _ FFE- \ 59 y PROPOSED VAR. WIDTH PRIVATE - - - - - a .00-� --� - - 59z.67 BSMT- I BSMT- BSMT- I I �� � � I FFE= & FACILITY EASEMENT S8 ' LOT 'FFE= BSMT= / - DRAINAGE EASEMENT s / \ FFE o BSMT- II 58a.16 I 58i-49 I 580.83 580.i6 ; "II \ 17 58433 L 6 g 4 - � 59333 � � PROPOSED zo' PRIVATE ` 8 LOTS- - --- 5 BSMT=, 1 5 58z.83 - Bs JJJ DRAINAGE EASEMENT -- - LOT-s8z.5o \ s X3\I saaa6 58oso 579.83 I ! �: / - LOT 6 1 BSMT= S FFi o 59 3 583 7 r5 58" 3�5 � I- 8 - I]8 1 YD 5Ea.64 3 572.MI \ \ / 90 58 76,00 - _LOTSo FFE= 583.00 ssaas x --- 6 - 5 Q 81.6 58b \ ° --' - _ � � � \ 66.00BW BSMT= 1 58x.67 ,,. " - _.- � a� ___ asp. ;.. a\ � .. -. I�' S 7 6.oe � � I I s \ 76 \ \ \590.83 . 81.6 i _ II 580.00TW Y 588.83- -BSMT= 15 581.33 N \ a \ 1 �j sa0.47_-_�9.6s s7 87�.n6.45: 16A Z-�58o - -- - -'1 sa.o°aw \\. PROPOSED io' PRIVATE " YD13A BSMT= 1581.00 ,,- - , \ QL sa1.a4 - q _ 1 ; DRAINAGE EASEMENT TW584/ _ - -� - - \ 0O c 5ao.67. LOT 6i 579 ' ' � - "" F /I __ Bws a- - ; FFE= \ •�" _ �- l PROPOSED WALLS (MAX. HEIGHT=6') oo - \ \ // se13g + o_ 1 o sao.i51~50 r 16 00 1 i6 QL - -- \� 6 1 + \ \ \ / I _ �" - - pO', �0 ,. . PROPOSED VAR. WIDTH PRIVATE � � r - .• "-. � : � �r - - 1 -," - 5 - _ � � �,� �- �-r PROPOSED WALLS \ \ / / = I i ,ti J' _ � DRAINAGE EASEMENT \, l si9so - •' . , f ^ `A' ''Y _ ` `_ _ . -;PROPOSED STORM ; , I (MAX. HEIGHT \6') \ ` FFE= - - YD13 \ J' % Y���WAT -^_ 1 - 16+5o n SEWER SYSTEM I. TWs4 i-- - '\./_ 6 BW 58o YD1zB 57433 Z76.67 ,� 14+gq ---- ----- LOT 62 s `e \ 80.0 - _5779 578.1z - PROPOSED8"Y aW ao - io,33 -LOT63 / / 66 TW • - �I -1 6a 67 56o BW / DRAIN SYSTEM v _ - - - - 574.0° 5 5 5° / ° I • - s i zg - r FFE= / 5.67s6§:ooew \ \ \ /y YDiz FFE= . 94 _ F g.�o ` � � o ___ - }W _ LOT11�5 \ 571.67 / ` q : • ,y "S ,t:. / - I- � ' - 81 � � 581.00� 579 6 • I r � 12 � � I it / I q /� - z57355 ., °. � �� -y - 5 7 I � - � � •II A ` '1 z _ s8 1' PROPOSED io' PRIVATE 6� 568.67 / \ \ \' 571.33 o \ \ \ / 57E- 571.67 s71vo1 I \ LIC Sao - T : 0 %, - 579 40 \ .� DRAINAGE EASEMENT 7 _ �� /<' Y o ro \ DRAINAGEDEASEME O S10 56z:ooiw \s \ sio s0Bw + \ 93 s.6e' \o NT " FFE= 6g.6 s .o ss7.00BW 6p\ \ I I o. o ---- --- YD12A _ _ % s7o 7s . _ o / PROPOSED STORM 3.6% s79 67 LOT 81 L- 3 570.00 LOT 1 = ` PROPOSED 'DECORATIVE WALL y I s7o.33_ i \ S \ . - FFE- 80.00 - LOT 8 i s s6 :o sw \ 3 I s s \ ry3 x SEWER SYSTEM / I' \4i N tOT- FFE- 81. 5 57 7 FFE- - / LO 1 63 T b s-4 -- --�-- (NOTE: WALLS 3' IN HEIGHT OR LESS DO / - 5 33 BSMT= o.i 57933 NOT REQUIRE RETAINING WALL PLANS)- o / I FFE= �;: j ,'a / 4.06� LOT BSMT= 6 BSMT=571.5o LOT8� -BSMT-569.50 1 d FFE= 3 s i67' �s 6.g1'I =J / ) ( 57 \ sJ - 570.33 / - 0 11 S o r FFE= 80.00 - - -- - --- 570.00 i . ' a 5 - PROPOSED VAR WIDTH PRIVATE \ i y 1 71. oew 9 LOT64 ----- / f 92 LOT78 BSMT=570-17 DRAINAGE EASEMENT= -YD1 D ,_' A \ DRAINAGE DESCRIPTIONS - PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE I%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 38 DI-3B CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 31 MH CG-6 0 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 0I-3B CG-6 10 626.50 31 15 131,17 10.67% 1 619.00 605.00 RCP 30 DI-313 CG-6 12 611.75 29 15 37.02 9.13% 000.00 602.10 RCP 26 DI-3C CG-6 6 608.25 24 15 15.67 040% 602.00 601.75 RCP 25 DI-36 CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-313 CG-6 0 608.25 20 15 55.62 7.19% 600.00 596.00 RCP 22 DI-38 CG-6 8 600.67 21 15 98.58 7.78% 692.00 584.33 RCP 20 DI-38 CG-6 10 589.92 10 15 3T.02 3,29% 572.75 581.50 RCP 14 DI-33 CGE 12 538,08 14 15 75.76 7.04% 577.83 572.50 RCP 16 DI-3C CG-6 6 577.42 16 24 27.79 0.2t% 566.75 569.50 RCP 14 DI-38 CG-6 10 577.33 33 24 44.70 6.33% 568.75 565.92 RCP 12 DI-38 CG-6 8 570.92 41 24 120.50 6.29% 559.00 551.42 RCP 10 DI-313 CG-6 10 556.42 C 24 131.35 4 76% 540.00 538.75 RCP 8 DI-38 CG-6 . 10 543.75 7 24 66.86 0.50% 533.00 531.67 RCP 0 DI-3C CG-6 6 539.17 i 24 64.02 L63% 5M. 17 529.10 RCP 7 0I-38 CG-6 6 538,90 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C CG-6 1 10 533.42 7 30 30.89 G 01% 527.50 527.25 RCP 28 DI-3B CG-6 6 534.17 2A 15 45.13 4-66% 529.17 528.42 RCP 66 DI-38I CG-6 14 Su to BA 15 37.95 0:�°.6 538.00 532.92 RCP 4k3 DI-313 CGE 12 530.00 11a 15 35.22 1.42% 537.25 536.75 RCP 10B DI-313 CG-6 10 556.42 10A 15 27.68 0.63% 549.00 549.33 RCP 16B DI3B CG-6 8 577.75 15A 15 14.72 2,24% 572.75 572.42 RCP 318 DI3B CG-6 12 580.92 319 15 28.62 1111 604.92 600.10 RCP 32B DI-3B CG-6 10 626.50 320 15 27.72 1.52% 619.75 619.33 RCP 44 UP CGE 3 544.75 33 15 186.10 1.12% 837.50 635.60 RCP 42 DI-38 CG-6 8 $30.UC 41 15 178.91 1.44% 635.50 632,93 RCP 30 DI-313 CG-6 6 637.75 3D 16. 174.25 2.71% 632.83 628.10 RCP 38 DI.3B CG-6 6 633.58 t7 15 44.24 0.52% 628.00 626.00 RCP 38 DI-3B CG-6 6 695.33 44 15 46.83 0.63% 602.42 602.10 RCP fib DI3B CG-6 0 609.92 70 15 54.77 3.47% 602.00 600.10 RCP 54 DI315 CG-6 12 544.75 33 15 45.67 1."% 538.58 533.10 RCP 52 DI-38 CG-6 12 545.08 51 15 131.98 3.71% 533.00 533.10 RCP 30 0I-38 CG-6 8 539.25 39 15 39.24 6 37% 533.00 530.50 RCP 66 DI-313 CG-6 10 595.33 65 15 194.89 11.21% 589.50 508.77 RCP i4 MH CG-6 0 574.67 60 15 106.03 10.52% 568.67 557.52 RCP i2 DI-38 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 38 DI-3B CG-6 8 519.92 57 15 48.29 0.03% 533.42 531.02 RCP 96 DI-3C CG-6 6 538.08 56A 24 120.02 0.54% 530.92 530.27 RCP 56B DI-3C CG-6 8 537,75 56D 15 1 43.70 0.63% 1531.25 531.02 RCP 58A D41 CG-6 3 538.00 5aA 15 34.13 0.63% 533.75 533,52 RCP 70 DI-3C CG-6 8 576.17 w 15 28.48 3.16% 571.17 570.27 RCP 68 DI-38 CGE 0 576.17 67 15 15.79 3.17% 570.17 568.77 RCP 33 DI-38 CG-6 8 561 33 15 28.91 0.52% 552.50 552.35 RCP 62 DI-38 CG-6 6 555.00 41 15 96.83 3.17% 552.25 549.18 RCP 30 DI-313 CG-6 6 555. CO 79 15 44.75 0.51% 549.08 548.85 RCP 78 MH CGE 0 554.58 14 15 77.99 0.51% 548.75 548.35 RCP 70 DI-3C CG-6 8 555.00 70 18 4190 0.52% 548.25 548.02 RCP 14 MH CG-6 0 564.26 73 18 56.81 0.56% 547.92 547.60 RCP 42 MH CGE 0 554.25 14 18 19.87 0.86% 547.50 547.33 RCP 53 0I-313 CG-6 8 577.00 93 15 85,75 9,13% 570.50 562.67 RCP 52 DI313 CG-6 10 566,58 51 15 37.W 0,61% 560.25 560.02 RCP 30 DI-315 CG-6 12 564.08 >a 15 75.94 3.16% 559.92 557.52 RCP 38 1311 CG-6 0 562.00 07 15 75.70 1.22% 557.42 556.50 RCP 98 DI-313 CG-6 12 544.92 97 15 184.21 0.74% 541.00 532.27 RCP 96 DI-35 CG-6 12 536.42 93 15 30.57 0.56% 532.17 532.00 RCP 106 MH CG-6 6 536.00 10G 36 116.83 0.63% 523.97 523.19 RCP 104 DI3B CG-6 8 531.87 103 36 114.36 0.74% 523.09 522.24 RCP 102 DI-3C CG-6 10 529,33 104 42 59,67 0.56% 522.14 521.75 RCP 112 DFi CG-6 3 527.58 111 24 32.80 0,79% 522.50 522.24 RCP 114 DIaB CG-6 10 520.73 113 15 57.45 1.01% 521.58 521.00 RCP Lic. No. 035791 � 08/24/20 �� ,1SIONAL EAo �Gl� LU F z � E ZZ O w a oU F O w m Us < ` Q L r� VI ^ Z O .. y ` m j z LU w i to c LU w - LU L ' 1 0 F 00 l l t\D M > Z M (y) o 3 N v o z M c I 10 0 w ° N W Q o > O z r W Q J J_ J t - > Q W 0 co z �` W ~{ Q 0 � � z 0� s O3 J Q � w � 0 3 Q (D n Q o Q co WU Y J lJ o W 1-1 z_` f- > 0 E D0 JA'LLn c7 W = z_ W Z N LLL z w �� z ` z O JW -- Q ^ v , Q PIS v N 3 U X O O S 0 fflimmml w a U) JOB NO. 182157 SCALE III _ 301 SHEET NO. 9 h M-r EN.YEF GENERAL CONSTRUCTION NOTES FOR STREETS a •: roM a mWraE AC(S$$ ANTE® ACEss aDn■ uroAvro sPAtt Wx.lwvavaz : LMA1Ep SI+AE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR EAI[W W RICPa1[D EV/fmY1,LWT w - MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296 5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2KWW3 OR saWAN SPAtt rot« E P � EMRARE 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 E.A 8[CSS xDUi-al 1¢N-IMV 91f1F: OEDa KfL359JU'EE SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN IF w� ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Ww Nnwco w INMAIDr Wr'. PEDESTRIAN ACCESS ROUTE DETAIL WITH c WITHOUT WEAVED SPACE 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBUC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO 3 ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL p `} DDTdARWTO.WAT6 EDrMELET4 Ant'a PREo Of E w Erwo `r' 1 WATERCOURSE. rLM LW[ WIT ,-:. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WiLL BE FIELD VERIFIED .,�+R' EVAN9M .aMr rI Korste..Dress PRwIOE A EwlEno,R • •'�, : AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF U l YI .Al 111 R 7m SIAa['�''� �""i PAT) CprLGTINO ]EL /CCESeEF EL£lExrS ff A }e?e.q. . A4"4T.4g THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) EDE a Pa[Ipll i/pxT OEO E.A E �4pp(a Exl(RED MO g 10 O 9Y OF C81RNb. r KRSS xW IE R q,A2x1 TD aAFx E cwa ENw Will sIDKP sE r. SECTION F-F FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED C *i . "NOVFL�wAMwYY� Rs E AY, 9fNp TO SEVEN (7) FEET. HALF PLAIN ° EG Nm NTM ARM.2"Vtl°k�E*ESLOWEM s 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). r1p Y5E C'OMmos r MIx 9Ml`W` Pxveuc ma M &'S rK OUR FAG . rxe 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES HALL CONFORM TO VDOT STANDARD PE-1. G R A S T sr,wp.m a iD E M.vsno To Y.TpI rlc YaN"� e.IICINA,IaL tlg d$4e4e44 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER. WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT RMDY alnnR ♦ � --� ♦ - `;, SECTION E-E SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. Y DIL ,o 4s cNAtE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS aGYe CLASS At I.I.S., CwC. PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ,31 ,M2o-ACPE •. ♦ PONTDI' tlIME OYxE � ,. : .,. -, AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. Pox w. Ala WllEe ON+ _= t2 R NµW» WQEA9F M PED1C M YAMN C' «"RYES l pbq.n.p.q 4e. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION ' EC C _. 31YP[W. Ee"i Y amE TOR Well, ITWORIA MD SECTION C-C ` e4.:We4 OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. e s.1" DE.EON IOW OIDEEEO Wel.w O nl"W&S 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 ww"'� STANDARD ENTRANCE GUTTER �VOQ7 PUBLIC ROADS. RM IIID e02C IaVLW01 DAZE eTAWDAOS 9[Ei 1 6 , 12 VDOT STANDARD CD-1 OR Cl CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL . YVEe.A omAmEM a nA1saMTAfvP 07M ]DS. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. ALBEMARLE COUNTY 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTION SHALL EPRESENT.TED IN ACCORDANCE WITH VDOT S VIDEO CAMERA INSPECTION THE EOR GENERAL CONSTRUCTION NOTES PROC DURE AND) WITH A VDOTCOUNTY INSPECTOR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EX/S71NG PUBLIC RIGHT-OF-WAY INCLUDING ROAD NOTES CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT 7HE REQUIREMENTS OF 7HE PERMIT WHERE ANY DISCREPANCIES OCCUR 7HE GRADING: REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA 2 ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA770AIS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS AND STANDARDS OF VDOT UNLESS 01HERWlSE IIIPROJECT. 3. EROSION AND SILFA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE Wi7H 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 C0NS7RUC7ION 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 FER7ILIZED, SEEDED, AND MULCHED. VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (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 WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE: DRAINAGE CHANNEL. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM FOOT. 77?AFFIC CONTROL DEVICES 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD 8. UNLESS OTHERWISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS CONDITIONS INDICATE. L A . A 9LL EXCAVATION FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY WITH OSHA STANDARDS 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER FOR THE C0NS7RUC770N 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 OFANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS BEING COVERED. APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I II OR III PRIOR TO PLACING AGGREGATE BASE PROPOSED 1" SM-9.5� OVERLAY CE COURSE SURFACE COURSE EXISTING PAVEMENT - -- 25 4" ATE C INTERMEDIATE COURSE ESUBBASEX. STONE \ / /\//%\/ �// %/ %/\j\//\. \ \\�/\/ //\/�\��\���/ % 9.5" 21-A BASE COURSE\%\% //j %\/\%\ %/ COMPACTED SUBGRADE l COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - ROUTE 20 NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH 1.5" SM-9.5 THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSE SURFACE COURSE 3" BM-25 " 1 BINDER -- - -------- -- - INTERMEDIATE COURSE INTERMEDIATE COURSE 5 21 A 7.5" 21-A. BASE COURSECOMPACTED /A \ A BASE COURSE \ COMPACTED AVp�VA�/AAA. UBGRADE SUBGRADE ASPHALT PAVING - AVON ST EXT ASPHALT PAVING - PARKING SPACES NO SCALE TURN LANE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 6" ASPHALT .#'...,...r..::.. mgg COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONIC DAYS OR STRONGER. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1.5" SM-9.5 SURFACE COURSE 3" 4" BM-25�� INTERMEDIATE COURSE 5.5" 21-A BASE COUREE SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE NO SCALE STREETS 2" SM-9.5 SURFACE COURSE 1" BINDER _ INTERMEDIATE COURSE 7 21-A BASE \ / / /VA//� COMPACTEDO SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surt'ace b a Base b a Sub -base b a Dp Daupl» n 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 3 4 10.60 SM-9.5 1.5 2,25 BM-25 4 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 PLACEMENT OF ROADBED BASE MATERIALS. 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 M eA SHALLBECOMPLETEDANDAPPROVEDBEFORETHEPAVEMENTSTRUCTUREISPLACED. COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 1- 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. Y AGI,I a a [k1Dy1(Y noes Y ACC[S[ xOUR gapfa A rgprEE[EYL PARING[ MMM W S R[ DwL E u rw y W A oe116r IPIWOA. Se[ 9AnoM KM To E a I x' E MII+AWe WOENA+ LSE Pon V GENERAL NOTES 9VN. w RMIl1 E 1, Y(4 U4L W Wa[NcrgY MrM 91MWARpCO! OW PLN61 S Wyatt.are 1 OW Ib IT CEr To waa CaawAnw. 1_--- / [. E[ 9LMOM0 CL-n fd Dln [xP 0[]G TO E -SFEWA%- aa[ Y� IIIIM 11K s1MUAR WeTE N �1plypIA,ID mYI C M y YY[M PAKYFHr 9Y[L E 10 Tf L[ II[ oTe"VamYOw. tg °N"RTRAIM[rElrR .. ROYC O.e1D OY CEDE. Eye Ap Wr1FA fl( YYR4[ RRwYAr riT-0R'P�i icrxlR b Rn Lw[ EARL xFr E f LRKrze R[Y014 czavr FOR IYYLKLIRM PwoEs, Aye" RAN VIEW ENTRANCE NOTES i..'Wo mroWIa W. exYdT Kcarmlrz T. ».Arlo PPMWAr KaR IUIMJ FR NrtXYATN H,Ve tMlat AAic T Eeu F 9EWA.. oAA PAVPs 'p PMIIa.0 GTRK RMYAICF pen RrNN S.r 1.N14 O r'S eAEsxaAo E [OR.C4a IR r. rse[ co-w [eE Or Part« M Rs YM R D+TY,AL ".. ONE aeAZ .!-a a H r s pA41 rG 6 A rwr T4 Ala -We ]1 YVINC RADYa ��- -----�_IO1klE PoSIr ORANIE .CWeS Tl 041INOE. n YUI - R ]. 1W PWOO,[ AD uMMY wrRAICC rAIOE PaWRE3 4 'R Y[ nl[R Y RLOWPHE MrRAG[ aM[ L/BLCcnIEs[ vAlP:s Aa xoT MRLICAwc w srEsr cowEenW r.•xaa INTERSECTION NOTES a Yen " Mtn rM s*e¢, a.[cTOM ,YE ® tpYlYFr CY,O[ DW:ES W.Tx A PM!Ba,C L a»4[IlM GUST E E9UE0 iI .C�ppAR Mtn M9RTa PoL"v AR fiIE /PRKAH£ IawR SECTION A - A p rlE WA1 RN EPRI YMJN. NRLW4 ]TOWML 11. TWAT rBOWIX .tla x vAue RaAEKMs a Mrpa rL01MiIE¢ YApY E WWWWO orA 1r AAOa"a"Y ?. RRMECi -- ./.xNi I}•IE ALLOWABLE ENTRANCE GRADE CHANGES r%ram ASS ar SECTION C-C IMl[...WWI [NIRMA4 BRIE IMF 9 4Rt MIL.9I TO "TER aft4aa4 SE4ICALWM R, zCTr METHOD OF TREATMENT RR AID aa� nWONM (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) Rn9..n sWRr 1 a I Wy WRaYA O➢MTExT a MaY.rnT. Or/4 201 a. on.ANs vafAc GetlL 01YlLE ro• IX9PIOF »API[IA Ymer sm.000 rWo Wda sa L. MISS Mw sad viD Ys= sa EDnSRe .Wtl[ rM% "VOW. RWL E ON'TW O U1afR a/W AD WTnx OVfEM Tq-AI iVl PAnp gVAN. EO X,IW I V.MAE r.191N - PIVERMT Ovfl6Y 1'.0 All ,CPI IVk •.•.• PIVa[Ml m..AE aDn[r ..Y R,.wyq, YA u YOR 1 .Sr ACOEwrt. ee suOR.n aunlr we ra- <- AooR.n . l2YOlq sE xorc 1 a.Ass L¢WO .a vMRI[ VM.MI ROJ.(Mr. vpl�.V'OEWMn... -1R a ,4 .e auDArW Ra.RExF. PAVED SHOULDER SECTION CURB AND GUTTER SECTION mseRM rw PUT a W Wes O it e n Y110A1 OUTLET PRE Wd r.Ial STANDARD PAVEMENT EDGEDRAIN MEY E .Tee. a IR.Y®.1AW 0-I eW E Wt PAYEYEM tp0 � [N P T lYr$ : n,PY..1LP �WWVIPMPF 5 COMBINATION UNDERDRNN CD-, AT LOWER END OF CUTS ar ° CENTER LINE SECTION 1MY fr°E IYiECI WfE"VLI TRENCH PLACEMENT Ear a PAVEEM Pxr 1.11 •Lx on1Er wPE -a SYOLL E6N WIT) .6' TIT%%%T%%T f PAKIdf SVFK[ ,RAY I Eta1• �b�a-b-E-i-b-E-�'eFC- ra aF ru sYNWN ' DY'/ e '�Ip�'Cs k14 wrGIA TREI.B &� 1,1'PCAt %%%•. e. •n) KOeFWIE. Pd MCAERATE w Lwwa o / I.LMS YErK RB mN1ATM 40INKFMS PLAN VIEW �,.d.. aon" r oit E FMRc (PLACEMENT OF CO -I COMBINATION UNDERDRAIN) OR '.04W, we"la R BAY COWYY St,R¢l/i0 511EME -SEER YA,E4A'TrETLOR IRI 6000` Ps] AINEOI.zE. Ps loo. 'E m e"V91L0 oLrss REINa ee °xMAnw WIaWo oWTs. GENERAL NOTES a 1. uAEss 1xcALr TDCATED eaaaaerex uMrmeW N L Rr BE LDUTw A trb PeWi Trot MM 9mASI Ao sDs.Ri ME St.NL�. ]. REM1d Y'+Y.L k iILL® eTW A0 .'I M4 IMµW1, NAV 1. 10 NBINf MASS NON -PERFORATED OUTLET PRE I. Wren PPr 9YYL RE. AT rn . a TE MAv¢ L.YE PArcYMT ITn s N4L. PVCED W n GME .. 10 TK MIXLLCR Y.IPE zRYN. fJ f OT.Il .ME. A GAR . dT1ER SEIrao... ., R N4SYLE 10 011�. PROVIX W11Ils i. YNE(ABKKS, 1.1 xY 10 RE LO[ . s0 n o .M .1. LTV ,RLR M AA»ML6. s.. EWER EYAtfoYR Vd. rIrtKA a 10 W, LtF,, EMIM PAYEVENI LEA YT, aVrl T aPF . LaY 9Y z d. NYRr ELEVATM AT OUTLET Ent a WRIT PPE ro E A WW1 a T0' ROYE MVOff ELEVAII. OF WI.. .MIAY.M. R�RLY:IIIE. N WILL 11d,R1Y WWI - MyRS 1. ILL eCM1EC1Y116 1[LYUWo YT[S. EIC.I MOW PA, WIS F. 011., WE ME 10 MAIN lE4RD ,LCDIDPIO M IdiY 0-Ntl AT St OLFIECTOY. E a M SWlF .2A 'WI, Af THE WTIIT PFE. R, NrI I To E YMLr cbMR . 1. [W.t. oREII Sf0r r4N STANDARD COMBINATION UNDERORNN Rr NOE (AT LOWER END OF CUTS)? W 01 VWCNA ta.l.rll "M]° .TooN n 2 ag. n far PV w''19nET PAYY%I V V W PE a mL YL nYw1AMi.' VNTORIn •• O)-"o 9dRIIn L. IXf IYYPOA 54£ a PAklFxl COMBINATION UNDERORAN CD-2 ON FILLS CENTER LIE SECTION I W. rls6 INLLIT wrWAI IH ees a v4EYxr TRENCH PLACEMENT 9a d K H ,DE E ALL r-PAvaEn FRAE a aAa LA41f 1 or WM1R We FOI r ..-mcR vAToluL rrx zal= PLAN VIEW SHOWING PLACEMENT OF m ]aalE+rz. Pe MwEwn ..ww CD-2 U DERORAN EAss xElwc ed .,wi,2N RaadEma EOTLxnE Fa NON -PERFORATED OUTLET PRE ON TYPO. PPE . llafl ... R.. a WILL Pvc .k] oAm M�NYpglf 91PKE Y bdE WHIN YAc PF TO PEI kYY y YkY �... R08YSY . rPJERf 5tM1ffi0 flfB.K r 4 ett TrPEe. "Weri ]�a . 4T1BlQNl Y YNL MW69 4ol e OW M4ROAn. Yd INR'dAn . MTNfD EDirm,e am »a,»e .s .Awrbn r[NPEI[NTs. NIIY 16im KCMG id RM O-NR Ar Ra OffOCINY G T- m 0 GENERA. NOTES L ilm MM cnQE�wrcpEAE{nalnway We TAW4n TD APPROIex aM PA1kaT PLgrR{Agp ] a `swaEi MIGC ��'mleE'iMAl1L TOF11eiiT'io'AiL�,v�` °ain�]OiP YIE _ � a 'i MiTTI�°Ea"A Efa e°i tl �D'a`m" i °xi°a° cv d' 92E 1%n ]IB LYE NV � .11 YPf E 011 REi'eq'ry� 4 YI g.IW1pEVA iCINNE inNtH a [0 K YYEfl VITlE PI ENO41 )PEA �. Eall �WYTE.1RTWp¢ILAyI ElEL@EpCk.Y.WfE{ qW Tp ''L PMRr ¢ir�l1O"A"M V MEDIAN MYIAPC LTW G RIIM1tAENIVAI a r-0".WIM1T PLACEMENT OF CO-2 UNIDERDRNN AT 4 AL avows, R0.1 k PN .dart" PPE ME ro BRIDGE APPROACH SLABS E [� I°XEia s wusWk'fi pM a'i E 'UfA;r+ A V W6 TO aC 4ll 1 ..TEO TO.. OTYR Oveli ' STANDARD aW1ME° COMBINATION UNDERDRNN (AT GRADE SAGS AND BRIDGE APPROACHES) 2N jp1 Ni vr°[rA EPM,r,m a IONrOWfA1YN I. oe Vol"I'lo III Al" $ijE.N,L MOR.aE WIDM w EMRME E@M9Y1 .WW1 M FLOW, LINE - ENIRMQ WIDTH 4 EE9VLE IkaR1Y W Awa,m, N,MW or ,DNr ISOMETRIC VIEW EOE a PAYEENT C� HALF - PLAN WAAM ]. M ttM P.INCE ON INS STMANR IS TO TO wTOI M "INTAKE IDI! LOFIIRI/ed. M ro LBW WMIE .IVUpIc CALVE C 0.' R OAY A2 WASH COIC. 4E YNYN EfAA4 M KIK AT NTEWNS �IEE YAW. KaR e• IOW). WE rrff i 9II ie ••• 32 R MT W OFfAEA9E N KOE FOR FK4, W NTFAVR AND WA..k as YAuew aEaEASE FM S1IlRYEMO IeWRR m MTgYN! ® ION aDEWAIL MW AND Ortml - WAIT w.aRerinr. ® FM NTAl M NO On1FR ONLY 0 FOR NfTWL SM1EWttN ONLY - T' [LFYMA TO K OROI, TION C-C O TOUR PcmTRr. dcaa RM[ - Weddell' RMYa[SMLE ODM 0 rEOIKD OM A WORN V DIME 3LOIL ® FM CONS MO WTTOI ONLY - KTER MTUC SIM". ® IM am AID Me&. W.Y - Wrreour wTTu. ♦ lRcsrEs Fort a .RE ow¢ 'STANDARD ENTRANCE GUTTER WITH FLARED OPENING NMn AID WmE srAFVRM Wm I DF , eEraw "A" (FUR USE ACROSS SWEWALK) R02 BMaI YION OVWRLEM OF ,RM/OWATOI SIDEWALK (WHERE REQUIRED) Vl STD. CURB CONSTRUCTED ADUACENT TO rpROP IE♦.EP (DI-� Awn n I NCH waw III FT TM SEE DETAILS XS-3A AND XS-3C PLAN ND SCALE a ZK MD a X � Z it 0. W a UR LL ` p 0 Y P- li - yl f is J Y 1 1 1 I 1 I (1 I l I 1 1 I r SECTION A -A P 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 (OWb� InvM Lie 6n �_ 1111 R 113 1n m 18t1 RtitBin 12 r 6-:1ders Option: Area may be concrete '\ Bottom of Curb may follow slope of sub -base provided a minimum depl of 7 inches is maintained IW I ROIn 2R0in Rolttop Curb TRIP GENERATION / i 1"=100' X ' r LOr 33 - T 0 Oi I i n �T�N LOi ] 1 ar ] d IL F , L 6r 4] LOT LOT E LOT LOT L05 � 5] 52 St 5 1 P ` I 1 A\ 6 1 i �, fiz Y WA II � ,• LOYOLA Ij gr Il ] I > ei L� � C' I I. s4 Lor 9 Z I. EDT ➢8 F LOT 0 Dr O / T vs , II I �i I SO _ s I J 1 for Lar I 1 i 6B 1 I J I' I LOT I LO r rp ti 41 z - BERWYN LANE 302 g-k WN I LDT LaT Lai LDT LQr LDrL0T LDT91 96 90 ---------------- - -- - -- -- I Slope break for dfoanoge. if req'd. o R- 2 Feet e 4. U S II Bock of Curb F S 'ii3 - o a rill i I Constr. Joint S MaiNme Edge of Pavement Dr'rveray Entrance Warp Transition Roll top curb all WORK Port Plon of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL ftd.o Rel»rn WOp curb profile to match ait . enlra.e DPran aM MiGIY11 A is a«n Nde ap,= .40 above n ert tile. DliveWpy Enlrmce Apron En Ra21Dp Curb Port Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION L07 u Lic. No. 035791,E 1 06 16 20 / / ry l 1SIONAL 'F% i ►f^J z Z w w Z O Q f [ O H a O U O ' U { U w Cc U) U Ln U Z m J cc a l a H o z � z o Lu w w i - W j (n ww NY (n G Of - ----- -{ - ----- TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) ioo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 ADT: 944 VPD (472 ENTER/ 472 EXIT) AM PEAK: 74 VPH (i9 ENTER/ 55 EXIT) PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) A.. NOTES, ,. TINS Rol wY R NFCAST M CMT M RIR. VAU 2 a� TES `0 E 0.A3E Al F CAST N PL/[£. ]. COIBIATION a111B R OITTFA wnc A RR[6 E 2R PAPA M LESS LEOxa EICE E 4V®] CURB I. PM FOR AS RACIAL CC1BIMlICM cuW M aTTER. 4. FOR VK rTH STAKIIEO ORR-OR/RD p,NW,E LAYER.TIE BOTTM OF TIE CW \ GUTTER du g EIX6 13 PNVLLEL TO Tle S-M OF AK CaNKs Lea TO TIE Di OF lIE PAVEMENT. !. ALLOW/BE CWTETOA FM THE USE OF 6 OA4➢ ON ROIDWAY CLASSIFICATION MO OF R TIXiE BROAD FDW�N Y 0 K N M SIVION CM CS INRNI STNOMgS. D • Fe ° a ' A ' A I, . • .D D • __ e_�__-_� A OG TIs COw ol:TOt COMBINATION 6" CURB AND GUTTER RR »o eROEE STAYVRM m REVev01P DATE SLEET I OF , W2 NROIRP. CFPNmp[r OF 1RNy' MIATON _ NOTE mm WAY K PRECAST OR CAST N PLACE. 2. CONCRETE TO K UM A] F CAST M PL.ACE, 4M0 PM F PRECAST. d. Meet HAVING A RMYA a ]M FUT Ot LISS p ONGMAL i C OF CURB[) K.L. E PR FOR AS 4. TIE E➢TH OF CU$ wY K RmIR£D As WwCV K r (O- 01•M1 OR NOEASW As III AS r (2V OFPTIa N OAoeR THAT TK BOTTOM E CDRB ALL UNCIDE WITH TIE TOP Of A 0.i9MOK OF TTMIEE PAVaEENT��9I.BETRFNIE W RAKT1El]i N I'II¢ PRLE an 6 TO SKMOwl FM A ECREASE M AN RiCo E N Ki S, M-2 6 TO K Mo M ROADWAYS MUTNG T1E REaEEEMS FOR a-6 M SHOWN N APaOp A a TIE VOOT ROR E MANUAL, N TIE KOTIEI M W OOAi STADAOS. ACCEPTABLE ALTERNATIVE F CURB IS EXTRUDED ERFNDE STANDARD 6" CURB ,M 502 NRGIMA pfPM1YENr Of TRAV$PORTATIM RENWOe DATE SLEET , M i 20001 EL E1G E1G c 0 0 c a 0 0 U 2 0 0 U 0 oY 0 0 rn o w N � Q N CD � E L l to .+ o CD 0 TD LU z M M o - (� 3 N N g 10 M a a W C) N N W Q o C > O J- U-) o J J > Q Q 0 co Z LIJ _ LL] o L9 LL D O F��/dt r W 3 o I c NJF�/ L a w � 3 Q �0 0 a WU Q O I _j z� Y o J Q c �_ I --I Q OE tD >O/ 20 C7 Ul t Z_ w Z LU w 2 z W U w M element (n Z J O JLU O PIS N ® C m o m N r 0 C w OIL to JOB NO. 182157 SCALE AS SHOWN SHEET NO. 3.0 I cc-6 POINT OF CG-6 U Lic. No. 035791,a FINISHED GRADE 5' WIDE CONCRETE Ono OS/OS/20 5' WIDE CONCRETE CURB & GUTTER CURB & GUTTER NT OF/1 SIDEWALK ROLL TOP CI L P�ISHED GRADE EXIST. GROUND 3, 29, 29 SURFACE 29 29 SIDEWALK 3'1 EXIST GROUND IONAL CURB CG-2 3; 3.• CURB 6' PLANTING 1/4»: 1' STRIP 6' PLANTING 4'" UDOT 21A a" wor 4,, DOT STRIP 4" DOT 2)A STONE BASE STONE BASE SUBBASE STONE STONE BASE EXIST GROUND BASE BASE EXIST. GROUND 21A 21A 4^21A t 5 6 25 (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 25 6 5 1 STONE STONE BASE 6" BASE $ 9' CURB 3 (TRAVEL LANE) (TRAVEL LANE) R/W 17' E/P-E/P 30' PRIVATE STREET EASEMENT SECTION F - ALLEY WITH PRIVATE STREET EASEffMVT TYPICAL PRIVATE' STREET & PRIVATE ALLEY - 30' PRIVATE EASEMENT 15 MPH DESIGN SPEED NOT TO SCALE I C/L POINT OF CURB &GUTTER FINISHED GRADE CURB &GUTTER 1/47: 1' lea R%a°°°I aw,°°°° 4 wor 4" wor 21A 21A SE ST NE BASE 0' I I 10' BAOSE 2. 2.5 (TRAVEL LANE) "'III (TRAVEL LANE) 25 2 .5--- 20' E/P-E/P 30' PRIVATE ALLEY EASEMENT SECTION G - TYPICAL PRIVATE ALLEY - 30 ' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE R/W CIL POINT OF CURB &GUTIER FINISHED GRADE CURB &GUTTER 6' WIDE CONCRETE SIDEWALK — 3 1 EXIST GROUN • •. •.. ; C 0°OO,Ihb. 16W �DO `OW O°R� � °°°O °° o� nHY°°°° O° Wd• dD� �db� 4 4'270T 4" vDOT 21A 2woT STONE BASE BAOSE t0' 16' BASE EXIST. GROUND 2. 25 (TRAVEL LANE) '7�10r (TRAVEL LANE) DI PERPENDICULAR 25 6' - 1.0 PARKING SPACES 36' E/P-E/P 50.5' PRIVATE ALLEY EASEMENT SECTION H - TYPICAL PRIVATE ALLEY WITH PARKING- 50.5' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE A— 5' WIDE CONCRETE SIDEWALK 3� EXIST. GROUND 2% 31 , 6' PLANTING 4"' DOT 21A STRIP STONE BASE 4" EXIST. GROUND S s 6 E 1.0 f CG-6 POINT OF cc-6 CURB & GUTTER FINISHED GRADE CURB &GUTTER SURFACE \ 2% l 2% 4"VD& SUBBASE STONE BASE — 2.5 — 3' 0' - 1 (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C SECTION A - TYPICAL PUBLIC STREET SECTION W/ PARKING ON ONE SIDE ONLY (56 ' R/W) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH RI W CIL RI W CG-6 5' WIDE CONCRETE CURB & GUTTER POINT OF CC-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE $ SIDEWALK SIDEWALK 3 \\ SURFACE EXIST. GROUND EXIST. GROUND 29, 2� 2� 2% 3:1 ? T 6 PLANTING ��� T UDOT 21A STRIP 4" wor a" wor 6' PLANTING STRIP 4" UDOT 21A A— STONE BASE 21A SUBBASE 21A STONE BASE EXIST. GROUND BASE BASE EXIST. GROUND —2.5— —2.5— 6 5 i.o 10' 10' (TRAVEL LANE) (iRAVEI LANE) �- 24' F/C-F/C -� 49' SECTION B - TYPICAL PUBLIC STREET SECTION W/ NO PARKING (4.9 ' R/W) LOYOLA WAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED' 225 MPH R/W CA I7/Iy 5' WIDE CONCRETE CG-5 CURB & GUTTER POINT OF CC-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE,11' �� 3' SIDEWALK SIDEWALK SURFACE 3.1 EXIST. GROUND 27 27 2% EXIST. GROUN 6' PLANTING °•• 4" DOT 21A STRIP a 4" wor 4" wor 4'" 0007 21A STONE BASE 21A SUBBASE 21A STONE BASE EXIST. GROUND STONE BASE STONE BASE \ EXIST. GROUND 1.0 5 6 2.5 2.5 5 1.0 _ 10' 10' (TRAVEL LANE) (TRAVEL LANE) j 24' F/C-F/C 43' SECTION Cy- TYPICAL PRIVATE STREET SECTION WITH NO PARKING (43 ' R/WJ BERWYN LANE (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 20 MPH PERPENDICULAR PARKING ONLY 7- EXIST GROUND EXIST. GROUND EXIST. GROUND EXIST GROUND SECTION J - TYPICAL PRIVATE STREET SECTION WITH NO PARKING (40 ' R/WJ SHERIDAN STREET (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH PERPENDICULAR PARKING ONLY 5' WIDE CONCRETE SIDEWALK 2% 6' PLANTING 4" UDOT 21A STRIP STONE BASE a" S 5 6 E 1.0 CG-6 POINT OF CURB & GUTTER FINISHED GRADE SURFACE 2% 2% SUBBASE 11' 11' (TRAVEL LANE) (TRAVEL LANE) 42' F/C'F/C CG-6 CURB & GUTTER 6' WIDE CONCRETE SIDEWALK 4" QOT 4" DOT 21A STONE STONE BASE BASE 16' 2.5 6' PERPENDICULAR PARKING SPACES I SECTION D - TYPICAL PRIVATE STREET SECTION WITH PARKING HYBRID (61' R/WJ SHERIDAN STREET (PRIVATE STREET) CS—SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH 5' WIDE CONCRETE CG-6 POINT OF CURB & GUTTER FINISHED GRADE CC-6 CURB & CUTTER 6' WIDE CONCRETE SIDEWALK SIDEWALK SURFACE 3 EXIST GROUND 2% 2% 3:13•> t2-77-777777777 4» UDOT 21A a" wor a" wor 4" IDOT 21A / STONE BASE STONE SUBBASEtPERPENDICULAR 21ASTON STONE BASE EXIST GROUND BqSE 2.5 BASE 0 5 2.5 6' 11 17 (TRAVEL LANE) (TRAVEL LANE) PARKING SPACES j 42' F/C—F/C I 55' SECTION E - TYPICAL PRIVATE STREET SECTION WITH PARKING HYBRID (55' R14r) BERWYN LANE (PRIVATE STREET) CS—SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESICN SPEED• 20 MPH EXIST. GROUND EXIST GROUND EXIST. GROUND EXIST. GROUND Z Z o a � ~ z w O ~ I z w E O 1 O� s a ' coa i H � Q Q 1 w J ` N O z Lo o , > w w i > Lo n Lu rn o w O N H W m C) •--1 .y N O 0 zT- M — M N M Q J WC W N Q > 0 Z LLi U-) J z Q O 0 w LL Lu ~ V1 O 1 I z < w (� `/ o W" Y J V � a ul J z UJ w — U) z J L oc V / Q 0C) O N u w w CL a JOB NO. 182157 SCALE AS SHOWN SHEET NO. soA SEWER SERVICE LATERAL CONNECTION NOTES: 5' MIN. VDOT CLASS 1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Q VT2 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE RIPRAP AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS (TYP) 1 INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE / LATERAL PIPE SHALL BE AT LEAST 0.2- HIGHER THAN THE 2'-0" TOP (CROWN) ELEVATION OF THE THE LOWEST PPE CONNECTED�I- TO THE MANHOLE. T ::'•�.0' MIN.2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL _ _ B" B'4- 8• INITIAL BACKFlLL 24 I E"' BE CONNECTED USING A PIPE SADDLE B PIPE 6 VDOT NO 1 M MIN.ST(NdE BEDDINGMIN NN. .' . I'3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1 (1/4" PER FOOT) � s' .;:.. ?i; A,,.' 6" BEDDING4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PIPE 46STONE D.DSTABLE SOIL ROCK DIAMETER OF 4".Tz• • FOR ALL BENDS F 5. ALL SEWER LITERALS SHALL HAVE A MINIMUM COVER SECTION A -A SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL OF 3 FEET. STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENCH TO NOT TO SCALE ACCOMMODATE CONCRETE ENcgsOJFAT THEN COMPACT THE SOlL OR PROVIDE A 4" BEDDING OF ANCHOR IF SALT #68 STONE ANCHORI TREATED 2 x 4 m41n BEDDING AS M FINISHED GROUND MARKER LENGTH (vAR1Es) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED IF', MATCH E)05DN0 PROFILE �{ EXCEPT WHERE SLOPE OF /J MAX x I BANK EXCEEDS N TO 1 I PL C A PLUG END OF - MAIN LINED I Y SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES 4 SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TO-33 ` MIN t H UNSTABLE B„ 4 1 INITIAL BACKFlLL 4 B" SOIL\ I MIN. MIN MIN SECTION 1-1 #68 STONE • 310' MIN. " ' 'i«- ,;,," RANULAR FILL AS '>,•: APPROVED BY ACSA -13�T CK' a STABLE SOIL OR ROCK, .:Ia1:L>:.. ••..::o::: - a:�:: i:r:. NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES I. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW SIREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED5 BELL SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS V'OL SIZE OF (FEET) CU.YD. FEE W.YD. BEND L N T L H T BO Z50 2.50 3.01 0.24 4" & B" 45 221/2 2-00 1.50 2.25 2.00 2.90 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2-00 2.50 0.10 BD 3.66 3.16 3&- 8" 45 22 1/2 2.66 1.66 2.66 2,16 2 2 3.16 291 2.66 0.32 11 1/4 1.66 Z16 2 90 4.83 3.83 3 10" & 12' 45 3.33 3.58 2 3.83 4.00 2.83 0.52 22 1/2 2.3J 2.58 2 1, 111/4 1.83 2.33 2 ARM A AND NOT NUT ASITx AS88 (TYP) UNDISTURBED EARTH UEANST)RBED 2 - 3/4- DU j SOIL (TYP) ALL-TIMFAO ROM- -A- _ lA �-WATEU WIN VALK Aj 24-MIN DNOSIURBED MIN UNDISTURBED E PL8C CIAS6 A-3 CONCRETE SEG➢4tl NOTE: 1. ALL ROM AND FASTNLRS SHALL BE GNEN TWO COATS OF M,,HM IC PANT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEATS AUNST UWlTTURBED SOIL FOR THE MNIUW DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH 'MOTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WITH S LMOER DURING CONSTRUCTION THE COLLAR UNTO ONS SHALL AND COVER EQUALS OR EXCEEDS 3. THE TRENCH SHALL BE BACKFil1E0 WITH COMPACTED STONE AND TOPPED WITH IB' aF VDOT CLASS i RIPRAP. HOLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANCES ' INCREASE AccOimlNTxr. SiE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART THE , CROSS ANCHOR ESTRAINTS FOR VALVES TYPICAL STREAM CROSSING {. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THEE VERIFY THE TYPE &SIZE OF N.T.S PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NTS FIG, S-7 NTS FlG. W-2 CONCRETE THRUST BLOCKS NTS FIG. W-3 Fg. W-W TD-38 7D-2 TD-3 To- 1' UNINW RN . 3/e A" WE felANt YR AMAV.E6 COOL iNOT POx -T 9rFER M u8 dl 9WA F AE1mwTu N"I G puY IEmwnu aw, AND eIGIMN SANRS ON =A rn•n' 1T4 xATD xR snGTm RrnxaJ 2 DUAL SERVICE 1' W WRWpN . J/1' M/AL PPE LOINlM r Tr tYrt sm r cmPTB MI ANAORO IriIH 0 10C u¢ at nETAtMp mxn[ Fulr eTAg1TAL mM¢ wata AN IAPKNnWI UL1FR B xm IPaLWE0. SUG F SERVICE xltz - q zAWxEB ANAu a usP a FW: PAC W wm awrc fA IKw COUILXO� 'U` 1 J� NETaI AIXA! sICP ' t wa Aa MIAM nY + III tll AMt Y1OF11 zNOt WOI yAi',N%A":. !)4:: +' PM4E1W1 MINx RP{ I]• `L 4.11 ti+ MIYM ., YEG ffil. M4 SIXi[T,1p'JIEGT TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-SA EMBEDMENT 8"MIN SPRING LINE O OF PIPE NO. 68 STONE - - AINING BACKFlLL SHALL CONTAIN ROCK MATERIAL GER THAN 5" IN ANY :NSION TIAL BACKFILLA " LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HUNCHING :DDING 6" max 4" min IUNDATION (SHALL BE QUIRED WHEN SOIL NOTIONS 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 NC. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEINER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 18" PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UO FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-11I METERS) NTS FIG. W-7 TD13 VARIES 4" 4" DIAMETER BRAN AND VALVE � VARIES BOX PLUG PUCE 5' GALVANIZED " WETNESS " 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- < VILLE THREADS WHICH IS QTHE LOCAL STANDARD. FINISHED GRADE LENGTH OF BRANCH VARIES 6' MIN 2, TO 10' (2701 18"-22" ALVE 80 7 W. FT. of I ADJUSTABLE TRAFFIC RATED 060 STONE I II VALVE BOX V/ LID i u Z 42"MIN VALVE a. X a ll TEE BLOC P.5.1. CONCRETE H„ •• �-, V:i BASE ANO THRUST BLOCK AGAINST • UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O))� EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN AD011M 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. 5. 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 AREA t---T � M.J. GATE VA:.VE IElf! III0 Lic. No. 035791,E 05/05/20 * ,1SIONAL E�Gl 2500 P.S.I. CONCRETE Pd e 2'x 2' BEARING AREA THRUST BLOCK ^ ( H Z H I Z . / Z O J W � W � - e Q O F° O e .V O E . U CO U) U Ln U NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. (A LU z U)L l v' Z J < cc iy a a TYPICAL GATE VALVE z > .. LU LUi NTS > Ln Ln [ FIG. W-5 W Of W W Of TD-9 r Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN WATER MAIN-/ \-RV. ESTRAINED JaNT FlrnNGs RUBBER COATED STEEL 3'-0" MIN ~ STEPS CAST IN PLACE `. PRECAST REINFORCED _yl.� \� / TYPEON-LINE I) "0" R NG SEALS CONCRETE SECTIONS 12- MIN 12" i6" MAX Y AL / BRANCH �- STREET SURFACE OR NON -PAVED AREA i'-O" MAX ( MINIMUM ELEVATION - I I DIFFERENCE ACROSS M.H. 5" 4--0" C N1 / FROM INLET TO OUTLET ` VARIES THREADED CO'JPUNG SHALL BE 0.20 FEET. VARIES CONCRETE C 'l 2" BRASS NIPPLE AND PVC DEPTH OF FLOW FILLETS 0 PVC SLEEVE 0 CAP CHANNEL TO BE j LUBRICATE ALL THREADS 3/4 DIAMETER GI -_ CONTRIBUTING THRUST BLOCK n METER BOX (SEE FIG. W-7) SEWER." e A FILLETED INVERT OR A SMOO • a 12" NOTE: VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHA M.J. FlrnNc 2" PIPE SLOPED NOTE W/ NO. 68 STONE BE CORED AND A FLEXIB TO DRAIN IF 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION " BOOT " j = GRADE ALLOWS 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. INSTALLED p ,. VARIES VARIES `\\\ 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE `WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (TYPE "A") SHOWING BRANCH TIE-IN TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-I-A FIG. S-1-8 NTS TD-25 FIG. W-8 TD-27 TD-19 ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) 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 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. M 0 Dz w q) -r N �o (4) 1" (25mm) DU HOLES ON 32 3/4' (SU.) DU BOLT C14t LE 1• r [25mm] Cn LU NXj Q N CD N O 0 LL � LE I� co co 0) N z M Q � J W N 0W N Q > O z -j LLI _J 1 J Q - 2' (51mm) LETTERS (RECESS FLUSH) _ -- _ > /r co z LU (2) CLOSED PICI(HOlES W r /2' I- L9 LL o;5 [3Dmm] O ' T 7 Q w � < O PICKBARS (2) CORED DIA 1/B' (29mm) qA BOSS U 1 27 t/2' DU 1 1/2 "I' [6C3eIAm7 26 1/4' dA 7' r [88]mm] -I [178mm] 28' DN [660mm] I 1/4' (Bmm) OM f 24• DN NEOPRENE GASKET ) [606mmJ 2y CIA i T [7zzmm7 [t6mm7 [584mm7- 7 38DIA 25" CIA [91: [63Bmm] FRAME SECTION D.D. OF GASKET GRINN= SECTION Y LLJ II I- 1 1/2' [3Bmm] 1/6' [Amm] Pn �/�! Ln J I..Z3 1 -ELLJ I� Z LU Z I- V iJlmnm) , m v V2� oN 809mm] D xa ,/.• IOU r [enmm7 ?•' mA (9D4mm7 � �m 1/14• DN� 5/B• O O ]6• X 26' (41bnnT [66pmm 1 1/2' FRAME SECTION I3�] f [JBmm] e b1m") tmoo At A p 1 3 13pir U 22 13/IC 2 1/8' (91mm7 (579mm] 1 [Ih v ] C3smm] III16' OD. OF TAD GaswE [14mm] SECTION AM 1/.- -c pM lo q°OD y PREIE 04MET OR.,L DO NOR 1/16 x P/! X 1 1/2 Mlee t PMN witai J Sew ( :)� I s/a, W aT lax s/8-tin ,A m I41mm ROT/ 0012Ap PLOD VIEW 1 lA. IRI+n) qA BOSL [� [13m .0.] OLt SIMOPE6 SItB. WO 0.NTE mG11314 PIDx11Ni A 40CIGW LIIXt OfNL aDilS MY ti 0/a-11 IX IMx N1x14 pp9A1MM 1. ILL YAIIIOlES aT11N 1W YF/.R RWOPUW a LOG.TFD IN Awea fi.WJER 1D 0.D1W1p SMALL MATH: WATE11MtlT FRAME M CWEP. (Z) Mrt xX .N1I A/1-11 DI i L�oRAs n NL f4� TO ANV5 ON, IIIEIOY W� M69YWx A39f1[ir. �LTI �12n TYPICAL WATERTIGHT 0"we waxtas MANHOLE FRAME & COVER LDCK LUG ASSEMBLY N. T.S FKS Sa-E rDrD32 O LU a to JOB NO. 182157 SCALE N/A SHEET NO. 11 i - ------------ -------------------------------- -------------------- ------------ ---------------- -------------------- ------------ --------------- -------------- 4 D. SMITH 731 xa1 PUr , - - - - - - - - - - - - - - r' N'EP P 7 1 _HEON ..0.9 UNCHSTE --- - -,�a, _ STEPS � ate ___ °a>a. ....•_ Pale Stmeture Area (Acres) Cw t, (Min.) 2 0.33 0.75 6.0 213 0.13 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 813 0.19 0.75 6.0 10 0.11 0.75 6.0 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 0.90 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 YDI 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD88 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD 10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YDll 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 1 YD13C 0.09 0.40 6.0 YD13E 0.08 0.40 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD131 0.09 0.35 6.0 YD13K 0.12 0.45 6.0 YD131 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 ROOF] 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOFS 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF? 0.04 0.90 5.0 ROOFS 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 ?SWR / \ ITH TEG ___ ,' , 1 ( IGHT, CAHOWARDG r -. ,' . , r '` , CAEE --T\'Mg1R I�KTT-6RAIL ANFLA9HERN&T.8138B3a a.519 TMP 9033A nVATIO .6n _ ' FAITH TEMPLE WARDRCHREYUE -- a pMN gi p».••..u.... •:• .➢.......u.a MATCHLINE-SEES 9 DANIELS.NIELs. 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Iff i .-"'--__ i i , •; v. 1 _____i---- i11 ,y... s • _\. ♦♦♦ _ • ^;: _no • --_- _ ba • I __ ROOF8 I i " '-• __------- _ ---- -_ - - : : :' .-' ; ' ,-cre9'- : i - ,♦♦ si • YD3 A VD35C YD35D : - - (lv f • - TMP 90-35 -. -' •: ---- YD36F i'-. I / ♦ • e 4 ;o. i y --..- ♦ , • 1 _I i• ♦♦ ° ,."�" 5 55 6 .'YDA • •.' L D4NEE. ANUROWENA M. SNOW U7o2 , • - • • • _ _ • - _ 4 . .. k . • ,♦ • -' YD ' ♦ ' I • --'�•__ �♦ ,. I ♦ 85 S 62 1 I56• � ]P. 234 PLAT • • �� TMP 90-27B : I I �-- --i_ ' r �O. • 4 ' D.B. b5 i i '•'i I : ♦ � i ♦ STEVEN W. AND BETTY C. JOHNSON : - I ( 61'- 1p • ,' ♦ ♦ e �l D.B. 1026 P. 715 a ,i _- +. •\ 6y.-" s�YDl ♦♦♦ •./ .• _ • 1 - e o.B. s2a P. 618 PLAT 5 O ,g -' -. •• �p • - : • I . r r + i to I O. ♦ LI `_ 1 ♦ -I"""_ • ee ee .._-_ t. - - ''. : • '532 • Li I x •ii i♦ ♦ i -_ • • ♦__ I ICI I. I •I. ,� •� • •e a YD1.GE,. ROOF12-`84 • F i♦ - • �1: l,ll » • I ♦♦ //. ♦♦ i • • •e . ... , :I . .- YD3oA : : -: T'• ss° 'i --__ ROOF] / : TONAY 5V _ I r • ♦�B. • p : ♦ I • • D.B. aa]3 rfaILLC a PUT • � � 1 'I. i I • I. . •e � �I I • + D.B.440 P1198 PLAT �,! _ ' eee ♦♦♦• --'II nl 1 _ s� -- - : x � i • : i ♦ I'' 'i - '_ _I : `i i �- "-'"" �• a:ae ••% YD16D3 : _'t ■� I .. ! m'i -tall' i i ..J • � S• I � i i . �' o i • _ • i II _.1.1 1 -- • h n j i i - ss° i 1 • _ �, • s j I I J 1 •• ♦ •♦. %I,- : ; ROOFIIA I`�. -' �' IYD3o • .54 , �•T (•+� BB °r- I " • �_ : •.. • • I 1 a : I I, Sad • •' I • -_ • DDI e I V • • I' 6 ^ -- _ssx� ♦e :a _� YDz i ��:• = ce ROOFfi. _ YD36D - __ : MIF NET EST I • - s BERWY LANE • . + • - P-453 i ; TMP 90.27 rr r= 76-�»..«»..r. .«.» .« ....,» .➢at•»➢ •' `�_ ice,'• 6 --�♦J` i4 1.» ._..Sg ... .... ... 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IV { ORI 7 r 55a .• 1 ASP NL / :♦:...•• • ♦ m • - e e A •: ••••• °HARLOTTESJN•LE GI-4 _ e I^I - w -o•��marz .. --._ y •• --__.-....- - - - se _.- ss »......�Y♦D♦ 6A se s° : _-_-- _-. -.s9a _ sla.._-t_.-.:. • R ._ __-. ____ --- - I •p¢ 11. , ♦ -_ _ OUSE-SIRIN�E STATION Ins ••.............. • _ ___3.340 557 M4_82334.683 rLEVATI 27 �.7t - _ .- /:.. /�- ,O• �,:--& -_ - -.e.�w �,LI♦E. RT2p`8B')SCOTTSVILL 3 5- N)---- �o ♦1 - I _ - - --- - :g - . ��.......r " 9 ,,.. d•e y'' »'_•..L... ...»of• u....... .. •. ... 'O•••• }}'• • ' ...� i�/S� ...�..f♦ sz O• _.eo o4 .»••••• .......... •. . .....• �.Yu»»»Otu..,L •• O a..... •u...�...u.u..iA6. u.......' _ 1 - \ MAILBVX `` SIG_p J; o o---- -.-° _-r_ _ __. _ _.. -- - �.. ♦•♦ __ 11/t ON BOX -` ,.. - _ c--_ - -_r/ _ ~ ~ • y -- •..uu»..u»i: >• ....r'.: - -��_- _ __ Pol I.. "- - -- _ rl. "-- - _-"- -- -: MAILBOX --- --- - - _. - G LBox _ - - �, Cx /Ill -__- onrory `,Ry PM1ane - --WNLBOX TM w-z10 to,. o '_� °. " _ LC VDhI. Aproximate-...----_,-__----v_». __- --Y1 _ ____._"_ __.._ D oRAH e. aE i MON. Va Public Service Esrrd. , APrax. 10 VEPCO Esmt VDH. - i - - _ - - _ - -- _ - - --SCALE---- D.. 1 _ UT ` 1 _ 0.8.221 P.305 ,c., �' D.B.462 P.1 I6 MON. - - __ _ /� S IN B. HENR m I TMP 9139 _ 1(,Y D,R 2816 P. 28] , P YfF - 'i o D. B.288 P.80 �"__- �-G�3.�PH JULIAN P. BATTEN. JR. '� �� \ 1' LDT 1 .6, 1717 P.33 I ITMP 80.21H 1md'I D.R 338 P. 33. 3] fAT W11 RR. AND 1 D.6.13M R. 6,227PLAT TMP 80.2tH DOROTHY B. H01 60; 0 30 Ql1 -- 120 B a3 _ 24U EV $HIFFLETT DOR"N'R. HUNT O.B. 3289 P. 68.N PLAT Gp _____ E'o I D.B 1 P. ]18, RO T I I ti - D 3`3289 P. 68, ]1 PL4T D.B. 1717 P.31 \ \ D.B. 1]ll P. 31 Z , -_ Q $ s I I _ 'Iv D_B. t350 Pr226.7Y1'PWT V �n o 1960 P. 22b :2]PL 1 �, ---------- Jr 7N FEF ____ V 1' I inch 60 ft. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (In.) LENGTH" (t) SLOPE (%) INVERT IN INVERT OUT MATERIAL MLETNPE RIM ELEVATION YD1 12" Yard Inlet 534.00 8 21.25 4.71% MD DO 529.00 HOPE VD2 15' Vard IMet 539.50 8 23,75 118% 5�&DO 534,25 HOPE YD3 17, Yard Inlet 544,00 a 16.25 1.60% 540.DO 53A75 HOPE YD4 30"Yard lydet- Deme Top 55567 15 41,00 Z85% 550.17 540.00 HOPE YD70 30" Yard Into - Dome Tap 555-75 12 400 6.25% 5ED.50 550.17 HOPE YDO 17, Cleenout 577.26 8 20.50 3.60% 574.25 573,50 HOPE YD6 IS' Yard Inlet 557,06 8 35.25 3,20% 556.67 56587 HOPE YD7C 12" Vard Inlet 619.00 8 42.75 1.75% 615.00 614.25 HOPE YD76 12" Yard Inlet 611.10 a 23,50 IL66% 514.25 614,00 HOPE Y070 12" Cleanout 618-00 B 73.75 0.48% 814.00 604.00 HOPE vDl 12" Cleanout 611.00' 6 22.75 t4.29% &7.OI1 803.75 HOPE YD7E 12"Yard Intel 629.413 6 4175 13.W% 60.83 620,00 HOPE YD70 12" Vard Inlet Ell 8 2775 18,02% 690.OD 615.00 HOPE Y08C 12"Yard Inlet 629.33 8 38.75 0.18% 8W.17 816.00 HOPE VOTE 17 Yard Inlet 618.60 a 60.75 O.d2% 6t5.0D 615,901 HOPE YDFO 12" Cleanout 624,00 8 26.25 2.55% 615.50 614.83 HOPE YDO 12" Ywd Intel 618,80 8 73,50 14.73% 614.83 604.00 HOPE VOID 12" Yard Intel 6l060 8 3251 0,77% 6C4.26 604.00 HOPE YDIDA 12" Yard niet 589.00 8 92.50 3.70% 545.50 542.00 HOPE YD10 12"Yard Inlet 510.00 8 43.50 6.72% 512.DD 541.25 HOPE YDU#A 12" Vend Inlet 51000 a 19.75 0,86% 5t4.50 534.33 HOPE YD11 17' Cleanout 539.10 8 7.50 6.67% 5t4.33 533.83 HOPE YD72A 12" Yard Intel 568.67 8 15.76 1.OB% 645.50 565.33 HDPE YD12 1T cleanwr 567:50 8 94.00 1,41% 555.33 564.00 HOPE YD12A 12"Yard Into 570,33 8 2050 4.38% 50.33 565.33 HOPE YD131I 12" Yam Inlet 597,00 8 41.10 t3.86% X2.50 588.83 HOPE V013H 12" VaM Inlet Sf8.50 8 39.25 0.59% 596.83 $86.67 HOPE VD13G 1T Yard Inlet. 590.33 8 49.00 0.60% Si6.67 586:33 HOPE YD13F 12" Cteandut 530.50 8 20.50 0.56% US.33 586,17 HOPE YD13E 12" YaM Inlet 592.00 8 22.00 0.77% SE6.17 586.00 HDPE YD130 12"Cleanout 529,00 8 69 to 0.64% 556.00 584.25 HOPE YD135 12" Yard Intel 589.00 B 30.50 76.03% 554.25 57E.75 HDPE VD138 12"Yard Inlet. SW-W 8 35.50 70.20% 578.75 573.00 HOPE YD730 12" Vard Inlet 50fi.00. 12 00.75. 0.49% 57.00 572.75 HOPE Y013 1z' Clesnmt 577.25 72: 38:W 0.60% 6i275 572.50 HDPE Y013M 72" Yard Into 681.00 8 48.50 0.54% 8(O.W 599.75 HOPE YD13F 12" Yard Inlet 641.00 a 09.75 0.55% K9.75 599.25 HOPE YD130 12' Yard Inlet 607.75 8 14.50 15.52% 'a°9.25 557.00 HOPE YD13J 17 Cnoot 6v1.00 8 35.50' t8:31% 5:':2.00 585.50 HDPE YD73N 1z' Vard Intel 623.00.. B 60.W t9.17% 6'A.00 604.80 HOPE VD13H 15"Vard Inlet -Dome Top 604.92 B 111.00 12.9t% 6C6.33 546,00 HOPE YD73C 12" VaN Inlet 589.75 8 35.00 1929% 5110.00 573.25 HOPE VD10 12" Yard Inlet 008.00 8 605.25 0.49% 6C6.60 605,33 HOPE VOf5B 12" Yard Inlet 571.00 8 35.25 72.28% 516.33 582.00 HOPE VD164 12" VaN Inlet 566.00 8 8250 1.97% 6:6.33 557.00 HOPE VD1• 12" Yard Intel 5i7. W. 8 15.25 3,28% 557.DO 556.60 HOPE Y015C 12" Vend Inlet 561.92 6 71.25 0.59% 5'8.25 558.83 HOPE Y0150 12" Yard Intel 5w_O0 8 69.75 0.72% 55B.83 558.33 HOPE Y075E 12' Vard Inlet 5".00 B 36.26 0.49% 557.25 55Z 00 HDPE YD160 30" YaM Inlet -Dome Tap 547.33 12 15.25 3.12% 5x3.35 54275 HOPE YD16 24" Gexe,.ut 55025 12 8.75 5.71% 5-4.50 534.00 HOPE YD16C 30' Yan1 Intel 55I:00 12 4i.00 3.41% S°0.50 549.00 HOPE YD769 17'Cleinout 554.25 12 41.00 3.70%. 54.00 546,00 HOPE Y016DI HE Yard Intel 567.00 8 34-33 3.41% 553.00 551, 83 HOPE YD16D 3(y" Vard into 555,83 8 21.83 1 8.38% 551.83 5&,Oo HOPE YD16F 3W Yard Intel 568.07 8 30.50 8.66% 559.67 556,25 HOPE YD160 30" Vard Intel 586.W 8 7467 1.67% 5.625 555.00 HOPE ROOFI2A 17'Cleanout 519.75 8 500 1.60% 5_5.00 5%92 HOPE ROOF12 12" Cleanwt 559.42. 8 21.75 0.45% 5:4.92 554.00 HOPE Lic, No. 035791,E 08/24/20 * ,1SIONAL E�Gl r F Z L E ZZ w H a C u F O U w DO � cn u) U <L r • Z TT < > TT TT w i to E ui Of w > ce L ' 1 0 .,Ti rJ N C:) CD CD w 00 � N 11 t\O n 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I - for Inlets draining to stormwater management facilities, where ovenand flow to facilities is not available, 100% capture is. required at 6.5in/hr . W - I draining s rnwat management I n fl I n p required t INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) ---j Intensity 6.50 (IMansity is 4 in/fir far spread, and fi.5 in/fir for capacity and depth) Meanings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a _ N .. y 9 . vi v Y 2 m a � D e . 2 9 � S v . e Z' S a & - o 9 o a �' P ° R' A z L o a s' a B a "e E 2 m m _ o. m n I 44 o m e a. 5 � 6 ci o a `o o w. h 3 �, � r ¢ left D.0 0]5 0.128 083 0,00 0.83 c.0010 0.0200 2.0 0.0200 1.0000 9,57 right 0,18 0.75 0.120 0.78 0.00 078 0.0010 OD200 2.0 0.0200 1.0000 9.38 2 3C 10.0 cahonedfbw 1.6 0.11 0.302 8.91 loft 0.09 D75 0,038 0.24 0,00 0.24 0.0010 0:0200 2.0 0.0200 1.0000 6.05 rgM 0,05 0.75 D.D3B 0.24 000 024 00010 0.0200 2.0 0.0200 1.0000 6.05 6 3C 6.0 corMned flow 0.5 000 0A72 3.94 len Do4 o.6s D.o2e o.t] o.00 D.n o.oalo OAzao 2.0 0.0633 4.165D l.z7 rgM 0.03 O65 OA20 D13 D00 0.13 0,0010 0.0200 2.0 0,0833 4.1650 4.73 1fi 3C 6.0 canbhledfbw nt 0.06 0.123 2.82 left 0.08 0.65 0.030 0.25 0.00 0.25 00010 0.0200 2.0 0.0200 1A000 8.14 right o06 0.65 OA30 0.25 0.00 025 0.0010 0.0200 20 0 020O 1.DOD0 6.14 28 3C 6.0 conbined flow 0.5 Doe 0.176 4.07 - left DOB 0.22 0.030 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0200 1.0000 8.14 rght 0.01 0.65 0.046 0.30 0.00 0.30 0.0010 0,02.5 2.0 0.0200 1.0000 8.50 86 3C 6.0 carbined lbw 0.5 0.09 0.116 4.28 left 0.09 0,65 OA59 0.38 0.00 0,38 0.0010 00200 2.0 0.0200 1ADDD 7.15 right OA9 0,65 0.069 0.38 000 038 0,0010 0.0200 2.0 0.0200 1.0000 7.15 588 3C 6.0 ceM9ned flow 0.8 0.03 0.204 4.67 left O. O]5 0.028 0.44 0.00 0.44 D.W10 0.01(10 2.0 0.0200 1.0000 7.54 right 0.12 0]5 o,os0 0.59 0.00 OS9 0.0010. 0.0200 2.0 00200 1.0000 8.40 ]D 3c LD loft o.04 0.7s o.03o 026 1 o.DO o.24 0.0010 0.0200 2.0 aO2D0 1 DODD a56 0.11 o.2ed f.1{ right 0.06 0.75 0.045 0.2E 0.00 0.24 0.0010 0.0200 2.0 0.0200 1oOD0 8- 76 3C 6.0 carbinetl lbw O.5 O.OB 0.172 3.94 lee 0.1B 0.65 0.117 0.76 0.0E 0.76 0.001E 0.020E 20 0.020E 1.Doco 9.2] rgM o.1a DAs atn 0.7s o.Do D.76 D.Oo1D O.ozoo z.o a.ozoo 1.DooD 9.z7 102 3C 10.E conbinedfbw LS 0.13 0.291 6.88 ' gutter longitudinal slope of O.OD1 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 hale inlet spread and depth - grate inlets (01-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - far inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by o°edand flow. Pipes have been sized to include ine land flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by ovedand flow. Pipes hale been sized to include aedand flow as well as yard inlet and roof drain drainage areas. TH 0�D �t- SCOTT R. LINS7 U Lic. No. 035791 � ° 06/16/20 O��SSIONAL E�Gl 5 w W z z w n Z J O U 0 0 c 0 U c :: 3 N 0 Q Q m t 3 o I 3 of c 0 N c ° 7 0 c � TJ 0 c e 0 c 0 0 00 _ E 0 j a U 0 c 17 m' 0 o 3 N g a n a 0 a o v N N ° a 0 c a r w c 0 o [t c N - ° r 3 n a 0 � ' o c E c7 of w z z w Z - o U . o -- O a >_ 0 v axi. O y 0 O - 0 �. U -00 -p w m 0 a c 0 o o- 0 d F STRUCTURE DRAINAGE ZQ O LLrI cc U W 0 O of m � -1 ,a Z '� w g Q to ¢ of W a W !n cif w Q (n Q Cr W a W !n of H Z w E U 06 Z = W -1 Q W [� a ce 1 w W Z Z w � 0 U 06 Z 7 W -1 Q W [� a w d 0 w W K Z Z w E U 0 Z '� W -1 Q W [� a w d 0 w W fY W Q rn .--I ,\-I .+ O N N ,\-I Or'j N O N O r l o o N l\O 0 0 r ti Z Mw co - co N ��yy LL 1 N W ToT VJ N N W Q w J 7, J - �' W H 0 H NO 11_ T< 1 U 1 W i Uj rDr^ �./) U1 -J W W Z 0� � `/� V) � r issississiW N QJ /V LL o O N U z Q J °- O ��// LL � z 1--� LL w Q J ~4 > ,_I ~� = r n v z H� a- / i1 `/ LU LU 0 CL r /� V / Z� O_ LL l� Qo J J Q W `/ 0 Q 7 Z /a/ Q. p -- IW LU (n 112 JOB NO. j82j,57 SCALE N.A. SHEETNO. 1/, Y D (M) FLOW TYPE INLET 'TYPE .AREA (Fi2) PERIMETER (FT) A (ACRES) C 1 (IN7HRY Q (C`P13) YDl 12"Nyloplast Yard Inlet 0.4'_ 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YDI 12"Nyloplast Yard Inlet 0.4? 0..49 0.11 0.50 6.50 0.358 1.37 WEIR FLOW YDI 12"Nyoplast Yard Lnkt-SO%clog3ed 0.21 2.25 O.11 0.50 4.�0 0.220 1.13 WEIRFLOW YDI 13"Nyloplast Yazd Inlet-SO%coped 0.21 2.25 O.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 IS"NyoplasF Yard Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0.91 WEIRFLOW YD2 I5"Nyoplast Yard Inlet 0.64 5.40 0.12 0.30 6.50 0.234 0.91 WEIR FLOW YD9 12"Nvbplast Yard Inlet-50°/"cbtged 0.32 2.70 0.12 0.30 4.00 0.144 0.32 WEIR FLOW YD2 15"Nyb�last Yard Inlet-507o clogged 0.42 2.70 0.12 0.30 6.50 0.234 1.13 WEIRFLOW YD3 12"Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD3 L2"Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 �.130 0.54 WEIRFLOW YD3 12"Nyoplast Yazd Inlet-50%coped 0.2] 2.25 0.04 0.50 4.00 0.080 0.52 WEIRFLOW YD3 12"NybplastYard Inlet-50%cblged 0.21 2.25 0.04 0.50 6.50 0.130 0.36 WEIRFLOW YD4 30"Nyoplast Yard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3�3 WEIR FLOW YD4 30"Nyoplast Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.OII ORIFICE FLOW YD4 30"Nvbplast Yard Inlet - SO%cblged IA3 4.30 1.64 0.55 4.00 3.608 4.OII ORIFICEFLOW YD4 30"Nyloplast Yard Inlet-50%cb�ed 1.43 4.30 L64 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30"Nyoplast Yard Inlet 2,85 8.60 1.64 0.55 4.00 3.608 3J3 WEIRFLOW YD4A 30"N b last Yard Inlet Y P 2.85 8.60 L64 0.55 6.30 5.863 4.QII ORIFICE FLOW YD4A 30"NyoMlastYard Inlet-50%cb�ed 1.43 4.30 1.64 0.55 4.00 3.608 4.OII ORIFICE FLOW YD4A 30"Nyloplast Yazd Inlet-50%cb�ed 1.43 5,40 1.64 0.55 ti.5f 5.863 7.03. ORIFICE FLOW YD3 12"Nybp�st Yard Inlet U.42 4.49 0.08 D.35 4.00 0.112 O.A9 WEIR FLOW YES 12"Nybp4lst Yard Isle[ 0.42 4.49 0.09 0.35 G.50 0.182 0.18 WEIRFLOW YDS 12"Nyloplast Yard Inlet-50%cbC-peel 0.21 2.25 0.08 0.35 4.00 O.112 0.98 WEIR FLOW YD3 12"Nyoplast Yard Inlet-50%cb($ed 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLOW YD6 IS"Nyoplast Yard Inlet 0.64 5.40 0.21 0.45 4.00 0.378 0.48 WEIRFLOW YD6 I S"Nyoplast Yard Inlet 0.64 5.40 0.21 0.45 6.50 0.614 I35 WEIRFLOW YD6 15"Nyloplast Yard Inlet - SO%cbtged 0.32 2.70 0.21 0.45 4.00 0.378 1.f8 WEIRFLOW YD6 15"Nyoplast Yard Inlet-50%cbcged 0.32 2.70 0.21 0.45 G.50 0.6t4 2.15 WEIR FLOW YD7B l2"Nybphst Yard Inlet 0.42 4.49 O.19 0.35 4.OU 0.26fi 0.98 WEIR FLOW YD7B 12"Nyoplast Yard Inlet 0.42 4.49 0.19 0.35 6.50 0.432 1?t WEIRFLOW YU78 12"Nyoplast Yard Inlet-50%cbtged 0.21 2.25 0.19 0.35 4.00 0.266 IJ9 WEIR FLOW YD78 12"Nyoplast Yard Inlet-50%copped 0.21 '_:LS O.19 0.35 6.50 0.432 1.92 WEIRFLOW YD7C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.12fi OS3 WEIR FLOW YD7C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.94 WEIR FLOW YD7C 12" Nyoplast Yard Inlet - 50%copped Q21 2.25 U.09 0.35 4.00 0.12E 0.35 WEIR FLOW YD7C 12"Nyoplast Yard tnkt-50%cbp�><',d 021 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLAW YD7D 12"Nyloplast Yard Inlet 0.42 4.49 0.06 0.35 4.�0 0.084 O.AI WEIR FLOW YD7D 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0.56 WEIRFLOW YD7D 12"Nyoplast Yard Inlet-50%copped 0.21 2.25 0.06 0.35 4.00 0.0$4 0.55 WEIRFLOW YD7D 12"Nvbplast Yard Inlet - 50% copped 0.21 2.25 0.06 035 6.50 0.137 0.39 WEIR FLOW YD7E 12"Nyloplast Yard Inlet 0.42 4.49 0.06 0.33 4.�0 0.084 O.Al WEIRFLOW YD7E 12"Nyloplast Yard Inlet 0.4_' 4.49 0.06 0.35 6.50 0.137 0.96 WEIR FLUW YD7E 12"Nyoplast Yard Inlet-50%copped 0.21 2.25 0.06 0.35 4.00 0.084 0.55 WEIR FLOW YD7E 12"Nybplas[Yard Inlet-50%cbpgcd 0.21 2.?S 0.06 0.35 6.50 0.137 0.3C WEIRFLOW YD8 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 O.S3 WEIRFLOW YD8 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.35 b.50 0.205 034 WEIRFLOW YD8 12"Nyoplast Yard h7kt-50%cb d 0.21 2.25 0.0� 0.35 4.00 0.126 0.35 WEIR FLOW YD8 -5 o 12"Nvbplast Yard Inlet _0/o copped 0.21 2.25 0.09 0.35 6.50 5 0.20_ - L37 WEIR FLAW YD86 12"Nyloplast Yard Inlet 0.42 4.49 0.24 0.40 4.t0 0.384 LI2 WEIRFLOW YD8B 12"Nyloplast Yard fillet OA2 4.49 0.24 0.40 6.50 0.624 ISS WEIR FLOW Y07B 12"Nyoplast Yard Inlet - SO%cbpgcd 021 2.25 0.24 0.40 4.00 0.384 1.78 WEIRFLOW YDSB T' 0 1_ N b last Yazd Inlet-50/clogged Y P 9 0-_1 2.25 0.24 0.40 6.50 0.624 3.67 WEIRFLOW YDSC l2"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.096 0.34 WEIR FLOW YDBC 12"Nyoplast Yard Inlet 0.42 4.49 0:08 0.30 6.50 0.156 0.92 WEIR FLOW YDSC 12"Nyoplast Yard Inlet - SO%cb(ged 0.21 2.25 0.08 0.30 4.00 0.096 0.91 WEIR FLOW YDSC 12"Nyoplast Yard Inlet-SO%copped 0.21 2.25 0.08 0.30 6.50 0.15b 0.98 WEIR FLOW YD7 12"Nybpkast Yard Inlet 0.42 4.49 0.04 0.30 4.00 0.048 OJ8 WEIR FLOW YD9 l2"Nybp6st Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 03C WEIRFLOW YD9 12"Nybplas[Yard Inlet -SO%cogged 0.21 2.23 0.04 0.30 4.00 0.04$ O.A4 WEIRFLOW YD9 12"Nyoplast Yard Inlet-50%copped 8.21 2.25 0.04 0.30 6.50 0.078 O.S2 WEIR FLAW YDIO 12"Nyloplast Yard Inlet 0.42 4.49 O.IG 0.40 4.00 0.304 0.9E WEIRFLOW YDIO 12"Nyoplast Yard Inlet 0.42 4.49 0.19 0.40 6.50 0.494 IJ2 WEIR FLOW YDIO 12"Nyoplast Yard Inlet -SU%copped �.21 2.25 0.19 0.4U 4.00 0.304 L?2 WEIR FLOW YDIO 12"Nyoplast Yard Inlet-SO%cbR,>ed 0.21 2.25 O.111 0.40 6.50 0.494 2.3II WEIRFLOW YD10A l2"Nybp6stYardlnlet 0.42 4.49 0.08 0.40 4.�0 O.128 0.54 WEIRFLOW YDl OA 12"N b last Yard Inlet y P 0.42 4.49 0.0E 0.40 6.50 0.208 0 .74 WEIR FLOW YDlOA 12"Nyoplast Yard Inlet-50%copped 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YD10A 12"Nyoplast Yard Inlet-50%cb d 0.21 2.25 0.08 0.40 6.50 0.208 1.98 WEIRFLOW YDIIA 12"Nyoplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.f9 WEIR FLOW YD11A 12"Nyoplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIRFLOW YDIIA 12"Nvbplast Yazd Inlet -SO%clogged 0.21 2:Z5 0.04 0.50 4.00 0.080 0.92 WEIR FLOW YDIIA 12"N b last Yard fillet-50% cb d y p pge 0.27 225 0.04 0.50 6.50 0.130 0.9 6 WEIR FLOW YD12A l2"Nyoplast Yard Inlet 0.42 4.49 0.41 0.30 4:00 0.492 1?2 WEIRFLOW YD12A 12"Nybphst Yard Inlet 0.42 4.49 0.41 0.30 6.50 0.800 1.33 WEIRFLOW YD12A 12 N b last Yard Inlet - 50% cb d Y P t8e 0.21 2 25 0.41 0.30 4.�0 O.A92 2J8 WEIRFLOW YD12A 12" Nyoplast Yard Inlet - 50%cogged 0.21 2.25 0.41 0.30 6.50 0.800 D.32 ORlF10E FLO W YD126 12"Nyoplast Yard Inlet 0.42 4.49 0.36 0.35 4.�0 0.504 1.14 WEIRFLOW YDt2B 12"Nyoplast Yard Isle[ 0.42 4.49 0.3� 0.35 6.50 0.819 l.$8 WEIRFLOW YDI26 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.36 0.35 4.00 0.504 239 WEIRFLOW YDI26 12"Nyoplast Yard Inlet-504/o copped �.21 2.25 0.36 0.35 6.50 0.819 �31 ORIFICE FLOW YD13A 12"Nyoplast Yard Inlet 0.42 4.49 0.04 030 4.00 0.048 OJ8 WEIRFLOW YD13A l2"N b last Yazd In STRUCTURE DRAINAGE �E INLET TYPE AREA PERIMETER A C f Q D FLAW TYPE (IT 2) IF'IT (AC�61 IIN: HIO (CF'6] (IN) YDI3C 12"Nvbplast Yard Inlet 0.42 4.49 0.09 0.40 4.00 0.144 O.SA WEIR FLOW YD13C 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.234 0.9A WEIRFLOW YDI3C I2"Nyoplast Yard Inlet-50%cogged 021 2.25 0.09 0.40 4.00 0.144 0.92 WEIRFLOW YDI3C I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.40 6.50 0.234 1.2A WEIR FLOW YD13E 12"Nyoplast Yard Inlet 0.42 4.49 0.08 0.40 4.00 O.128 0.5a WEIRFLOW YD13E 12"Nyoplast Yard Inlet 0.42 4.49 0.08 0.40 6.50 0308 OA4 WEIR FLOW YD13E 12"Nyoplast Yard Inlet-50%copped 0.?L 3.25 0.09 0.40 4.00 0.128 0.89 WEIRFLOW YD13E 12"Nyloplast Yard Inlet- 50% cb�ed 0.21 3.25 0.08 0.40 6.50 0.308 l.lA WEIR FLOW YDI3G 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.50 4.00 0.120 0.52 WEIRFLOW YDI3G 12"Nyoplast Yard Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR PLOW YDI3G 12"Nyoplast Yard Inlet-50%cogged 0.2] 2.25 0.06 0.50 4.00 0.120 0.62 WEIR FLOW YDI3G 12"Nybphast Yard Inlet-50%cogged 0.2] 2.25 0.06 0.50 6.50 0.195 Ll3 WEIRFLOW YDl3H l2" N}bphst Yard Inlet 0.42 4.49 O.l I 0.40 4.00 O.I7$ 0.62 WEIR FLO W YD13H 12"Nyoplast Yard Inlet 0.42 4.49 �.11 0.4U 6.50 0.2$6 0.92 WEIR FLOW YD13H 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.11 0.40 4.00 0.176 1.07 WEIRFLOW YDI3H 12"Nyoplast Yard Inlet-50%cb�teed 0.21 2.25 0-11 0.40 6.50 0?86 1.4A WEIRFLOW YUl3f 12"Nyoplast Yard Inlet 0.42 4.49 U.09 0.35 4.00 0.126 0.52 WEIR FLOW YDI3I 12"N}bphast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0205 0.74 WEIRFLOW YU131 l2"Nyoplast Yard Inlet- SOYo cogged 0.21 2.25 0.09 0.35 4.00 0.126 0.8.' WEIR FLO W YUI3I L"Nyb last Yard Inlet -SO%cogged 0.21 2.25 Q.09 0.35 i.50 0205 1.1: WEIRFLOW YD15C 12"Nyoplast Yard Inlet 0.42 4.49 O.12 0.45 4.00 0.216 0.71 WEIRFLOW YDl3K l2"Nyoplast Yard Inlet 0.42 4.49 O.12 0.45 6.50 0.351 t.0! WEIRFLOW YDI3K l2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 O.12 0.45 4.00 0.216 1.27 WEIRFLOW YDI3K 12" Nyoplast Yard Inlet- 50% clogged 0.21 2.25 O.I2 0.21 6.50 0.351 l.b^. WEIR FLOW YDI3L 12"Nyoplast Yard Inlet 0.42 4.49 OA8 0.60 4.00 0.192 0.71 WEIRFLOW YD13L 1Y'Nybplast Yard Inlet 0.42 4A9 0.08 0.60 b.50 0.312 0.9N WEIR FLOW YD13E l2"Nybp4tst Yard Inlet-SO4%cbgted 0.2I 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW Yll13L 12"Nyloplast Yazd lrtlet -SO°ib cogged 0.21 2.25 0.U9 0.60 G.50 0.312 1.59 WEIR FLOW YDl3M 12"Nyoplast Yard Inlet �.21 4.49 0.04 0.60 4.00 0.096 0.44 WEIRFLOW YDI3M 12"Nyoplast Yard Inlet 0.42 4,49 0.04 �.60 6.50 0.I56 0.61 WEIR FLOW YU13M I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 4.00 0.096 0.71 WEIRFLOW YUl3M 12" N bplast Yard Inlet - 504/o cogged 0.21 2.25 0.04 0.60 6.50 0.156 0.9:, WEEt FLO W YD13N 12"N}opMast Yard Inlet 0.21 4.49 0.01 D.30 4.00 0.012 O.11 WEIRFLOW YD(3N 12"Nybphst Yard Inlet 0.42 4.49 0.01 0.30 6.50 0.020 0.19 WEIRFLOW YDI3N I2"Nyoplast Yard Inlet-50%cogged 0.21 2.25 U.01 0.30 4.00 0.012 O.IA WEIR FLOW YDl3N 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.2a WEIR FLOW YD130 l2"Nyoplast Yard Inlet 0.42 4.49 0.08 0.35 4.00 O.I12 0.49 WEIR PLOW YD130 12"Nyoplast Yard Inlet 0.42 4.49 0.U8 0.35 6.50 0.182 O.bA WEIR FLOW YD130 12"Nyoplast Yard Inlet - SO%cbgt�d 0.2I 2.25 0.08 0.35 4.00 0.112 0.7A WEIR FLOW YD130 12"Nybpl3st Yard htkt -SO%cogged 0.21 2.25 O.U8 0.35 6.50 0.182 1.OA WEIR FLOW YD13P l5"N}ItplestYard inlet 0.&A 5.40 0.30 0.30 4.00 0.3G0 0.99 WEIR FLOW YD13P l5"Nybp}ast Yard ll7let 0.64 5.40 0.30 0.30 6.50 0.585 131 WEIRFLOW YD13P IS"Nyoplast Yard Inlet-SO%coped 0.32 2.70 0.30 0.30 4.00 0.360 1.51 WEIR FLOW YD13P l5"Nyoplast Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 6.50 O.S85 2.OA WEIRFLOW YDI4 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.4A WEIR FLOW YDI4 l2"Nyoplast Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.176 0.6i WEIR FLOW YDl4 l2"Nyoplast Yard Inlet -SO%cogged 0.21 2.25 0.09 0.30 4.00 0.108 0.7A WEIRFLOW YDI4 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.09 0.30 6.50 0.176 1.0f WEIR FLOW YDIS 12"Nyoplast Yard Inlet 0.42 4.49 O.IO 0.35 4.00 0.140 0.5". WEIR FLOW YDIS 12"Nyoplast Yard Inlet 0.42 4.49 O.10 0.35 6.50 0.228 0.7f WEIRFLOW 0 YDIS 12"Nybphst Yard Inlet -SO/cogged 0.21 2.25 O.10 0.35 4.00 0.140 0.91. WE[RFLOW YD75 I2"NybphstYard Inlet-50%cogged 0.21 2.25 O.IU 0.35 6.50 0.228 L2B WEIR FLOW YDISA 12"Nyoplast Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"N}bp}ast Yard Inlet 0.42 4.49 U.OS 0.50 6.50 U.163 0.63 WEIRFLOW YDISA I2"Nybpmst Yard Inlet-50%cogged 0.21 225 0.05 0.50 4.00 O.I00 0.76 WEIRFLOW o clogged YDISA I2"N b last Yard Inlet-50 /o0.2I 2.25 0.05 0.50 6.SU O.I63 LEA WEIR FLOW Y P YDIS➢ 12"Nblast Yard Inlet 0.42 4.49 0.06 0.30 4.00 0.072 0.3". WEIR FLOW y p YDISB 12"Nyoplast Yard Inlet �21 4,49 O.U6 0.30 6.50 O.I17 0.57 WEIR FLOW YD15B I2"Nyoplast Yard Inlet -SO%clogged 0?1 2.25 0.06 0.30 4.00 0.072 O.SR WEIRFLOW YIJISB 12"Nybplut Yard Inlet - SO%cltg�d 0.2I 2.25 U.06 0.30 6.50 O.I17 0.99 WEIR FLOW YDlSC 12"Nyoplast Yard Inlet 0.42 4.49 0.09 0.50 4.00 0.180 0.6n WEIRFLOW YD13K 12"Nyoplast Yard Inlet 0:42 4.49 0.09 0.50 G.50 0.293 0.93 WEIR FLOW YDlSC 12"Nyoplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.50 4.00 0.180 L6; WEIR FLOW YD15C 12"Nyoplast Yard Inlet -SO%cogged 0.21 2.25 0.09 0.50 6:50 0.293 1.4A WEIR FLOW YDISD 12"Nblast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.35 WEIR FLOW 1 P YDISll 12"Nyoplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0-I30 0.54 WEIRFLOW YDlSD 12"Nyoplast Yard Inlet- 50'%cb�ed 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YDISD 12"Nyoplast Yard Inlet SO% cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIRFLOW YUl SE 12" Nyoplast Yard Inlet 0.42 4.49 0.04 0.30 4.00 0.080 0.35 WEIRFLOW YUISE 2" tY Yard n 042 449 04 O50 650 O I30 4 WEIR FLOW I N b ]as a Inlet 0. 0.5 W 3 P YDISE 12" N b last Yard Inlet - 50% clogged O.ZI 2.25 0.04 0.50 4.00 0.080 O G2 WEIRFLOW Y P YDISE 12"Nyoplast Yard Inlet-50%cogged 0.2] 2.25 0.04 0.50 6.50 0.I30 0.84 WEIR FLOW YDI6A 30" N}b(rgst Yard Inlet 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIR FLOW YDI6A 30"N b IastYard Inlet 2.85 $.60 0.22 0.40 6.50 0.572 09f -WEIR FLOW y P YDISA 30"NyloplastYazd Inlet-50%cogged L43 4.30 O:L2 0.40 4.00 0.352 1.09 WEIRFLOW YDI6A 30"Nyloplast Yard Inlet-5(1%°cb�ed L43 430 0.22 0.40 6.50 0.572 L50 WEIRFLOW YD16C 30"N b lastYard Inlet 2.85 8.Po 1.28 0.35 4.00 1792 ; WEIRFLOW } p 2.0. W YDI6C 30"Nyoplast Yard Inlet 2.85 8.60 1.28 0.35 6.50 2.912 2.Sf WEIR FLOW YDIGC 30"Nyoplast Yard Inlet-50%cogged L43 4.30 1.28 0.35 4.00 1.792 3.22 WEIRFLOW YDl6C 30"Nyoplast Yard Inlet -SO%cogged L43 4.30 L28 0.35 6.50 2.912 4.Of ORIFICE FLOW YDt6D 30"Nyb�last Yard Inlet 2.85 8.G0 0.21 0.35 4.00 0.294 0.67 WEIRFLOW YD16D 30"Nyoplast Yard Inlet 2.85 S.GO 0.2I 0.35 6.50 0.478 0.84 WEIR FLOW YDIGD 30"Nyoplast Yard lrllet-50%cogged L43 4.30 0.21 0.35 4.00 0.294 0.81 WEIRFLOW YDIGll 30"Nyoplast Yard Inlet-50%clogged 1.43 4.30 0.21 035 6.50 0.478 t33 WEIR FLOW YDIGDI 30"Nyoplast Yard Inlet 2.85 8.60 1.25 0.35 4.00 1.750 2.00 WEIRFLOW YD16DI 30"Nyoplast Yard Inlet 2.85 8.60 L25 0.35 6.50 2.844 2.7E WEIR FLOW YD16D1 30"Nyoplast Yard fillet-50%cogged L43 4.30 L2S 0.35 4.00 L750 3.1^. WEIR FLOW YD16D1 30"Nyoplast Yard Inlet -SO%cogged 1.43 4.30 125 0.35 6.50 2.844 4.00 ORIFICE FLOW YD1GE 30"Nyoplast Yard Inlet 2.A5 5.6� 0.64 0.35 4.00 0.896 1.2A WEIR PLOW YDI6E 30"Nyoplast Yard Isle[ 2.85 S.GO 0.04 0.35 6.50 1.456 1.7^. WEIR FLO W YDI6E 30"Nyoplast Yard Inlet-50%cb9„ged L43 4.30 0.64 0.35 4.00 0.896 2.03 WEIR FLOW YD16E 30" Nybphst Yard Inlet- SO°/4 cogged 1.43 4,30 0.64 0.35 6.30 1.456 2.BA WEIRFLOW YD16F' 30"Nyoplast Yard Inlet 2.85 8.60 O.IS 0.50 4.00 0.300 0.62. WEIR FLO W YDI6F 30"Nyoplast Yard inlet 2.85 8.60 O.15 0.50 6.50 0.488 0.89 WEIR FLOW YDISE 30"Nyoplast Yard Inlet-50%cogged 1.43 4.30 0.15 0.50 4A0 0.300 0.9A WEIK FLOW YD16F 30"Nyoplast Yard Inlet-50%cogged L43 4.3U 0.15 0.50 6.50 0.458 13! WEIR FLOW WEIRFLOW STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE 0 (Fl`-) (PTI (ACRES) DN/Hit) (CF31 (IN) DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIRFLOW 112 DI-7 5.98 12:83 3.40 0.40 6.50 R.R4 4.0 ORIFICE FLOW 112 DI 5.44 - 50"/o cogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 Of-50%cogged 2.99 6,42 3.40 0.40 6:50 8.R4 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity aid depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 s S. � � � o � m � ° s c c 8 `Tn '�qj m y C L O O � j �� i; o T 2 S nN 6 � � D � L .q� n F o U � N3 S� W; L C � j o � O .S °d, � � � � 8 u 53 � � _ [/t S^_ y a E 4 v `° J t- '° m .D u � � `m � 'rn 3 � S'- In h $ S � a E '3P > ¢ cd U O O O vi ['1 � � y ti w° m w r°ri � ui O O '� � 28 38 6.0 0.1{ 0.75 0.098 0.3f 0.00 0.3f 0.4200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1468 0.1593 475 1.26 1.00 0.36 0.00 4 3B 8.0 O.Ofi 0.75 0,045 0.18 000 0.18 0.0500 0.0200 2.0 0.0833 4.1650 3.5f 0.90 3.5192 0.1466 0.1652 4.43 1.38 1.00 0.18 0.00 68 3B fA0 0.74 0.50 0.370 1.48 0.00 1.46 0.0270 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.13t4 9.48 1.48 1.00 t48 0.00 8 3B 10.0 0.17 0.65 0,111 0.4/ D.00 044 0.0700 0.0200 2.0 0.0833 4.1850 3.07 0.90 a5192 0.1466 0.1637 7]8 1.39 t00 0,40 0.00 OB SB 12.0 D.W D.75 D143 0.5] 0-00 O.t7 0.0700 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 8.07 1.4D 1.00 0,57 0.00 10 3B 10.0 0,11 0.75 D.083 0.33 D.00 0.33 0,1200 0.0200 2.0 0.0833 4.1650 2.76 0.9D 3.5192 0.1486 0.1652 742 1.35 1.00 0,33 0.00 10B 38 10.0 0.30 0.75 0.225 0:3E 0.00 0,36 0.7200 0.0200 2.0 0.0833 4.1650 4.02 0,95 3.5192 0.1466 0.1593 t1.56 1.311 t00 0.3E 0.00 12 3B 8.0 0.0! D.SD 0,045 0.10 0.00 0.18 0.7200 0.0200 2.0 0.0833 4.1650 2.Z0 1.00 3.5192 0.146fi 0.1866 872 1.40 100 0.18 0:00 1{ 3B 10.0 D52 075 0.1e5 O.fiB 000 O.fiB Otl300 0.0200 2A O.D833 4.1650 4.61 0:90 3.5192 0.1466 0.1520 689 14t 100 0.68 0.00 iDB 38 8.0 0.14 0]5 O.t05 0.42 0.00 0.42 0.0300 0.0200 2.0 O.OB33 4.1650 3.32 0.95 3.5192 0.1466 0.1593 5,54 1.44 100 0.42 D.00 1B 38 12.0 0.18 0.75 O.t36 A.56 0.00 0.54 0.1200 0.0200 2.0 0.0633 4.1850 3.32 0.98 3.5192 0,1466 0.1637 9,18 1.3t 7.00 0.54 OAO 20 38 10.0 0.09 0.75 O.O6B 0.27 0.00 0.27 0.7200 0.0200 2.0 40833 4.1650 2.56 0.9D 3.5192 O.tA66 0.1652 8.82 1.47 1.00 0.27 0.00 22 3B a0 0.0] 0.75 0.053 021 0.00 0.21 0.7200 0.0200 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1466 0.1866 6.11 1.31 1.00 021 0.00 24 38 t.0 0.15 0.50 0.045 0.18 0.00 0.18 0.0109 OA200 20 0.0833 4.1850 3.d5 0.90 3:5192 0.146fi 0.1837 2,82 1.42 1.00 018 0.00 20 38 B.0 D.t2 0.]5 0.090 0.36 0:00 0.38 0.0109 0.0200 2.0 0.0633 4.1850 0.02 0.82 3.5192 0.1488 0.1549 390 1.54 1.00 0.38 0.00 30 3B 12.0 0.18 0.65 0.115 0.42 0.00 0.42 O.t200 0.0200 2.0 0.0833 4.1660 3.01 0.9D 3.5192 0.1468 0.1852 8.78 1.47 1.00 0.42 0.00 308 38 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1660 3.32 0.98 3.5192 0.1466 0.1637 9d8 1.3t 1.00 0.54 O.DO !2 38. 10.0 0.14 065 0,091 0.36 0.00 0.36 0.0820 0.0200 2.0 O.D833 4.1650 3.04 0.9D 3.5192 0.1468 0.1652 8.90 14t 1.00 0.36 0.00 32B 3B 10.0 0.18 0.75 O,t20 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0033 4.1850 3.01 0.98 3.5192 0.1466 0.1637 779 L28 L00 0.48 000 3E 38 8.0 0.10 0.75 0.075 0.3E 0.00 0.3E 0.0411 0:0200 2.0 0.0833 4.1650 3.2fi 0.90 3:5192 0.146fi 0.1637 520 1.54 1.00 D.3E 0.00 !i 38 8.0 0.09 0.75 0,068 0.27 0.00 O.Z7 0.0282 0.0200 2.0 D0833 4.1650 3.It 0.98 85192 0.1466 D.1637 444 1.35 1.00 027 0.00 40 38 B.0 D, 14 0.80 D712 O.bt D.00 0.45 0.02t2 0.0200 2.0 0.0833 4.1650 4.25 0.93 3:5t92 O.tA66 0.1564 5.26 L52 1.00 0.45 0-00 4t 08 B.0 O.tS 0.60 0.120 0.48 0.00 0.4B 0,0184 0.0200 2.0 0.g833 4.1650 4.12 0.9i 3.5192 0.1466 0.1534 617 1.55 i.00 0,48 0.00 4E 3B. 0.0 0.06 075 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3A5 0.98 35192 0.1466 0.163] 2A2 1.42 100 0.78 ODO 4B 38 8.0 0.15 065 0.098 0.3f 0.00 0.3{ 0.0109 0.0200 2.0 0.0833 4.1B50 4.61 0.90 3.5192 0.1466 0.152D 4DB 1.47 100 0.3{ 0.00 50 38 9.0 0.18 0.75 O.t35 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 01564 8.22 1.20 1.00 0.54 0.00 52 38 12.0 0.24 0.75 O.tM 0.72 0.00 0.72 0.0500 0:0200 2.0 0:0833 4.1650 4.38 0.9t 3.5192 0.146fi 0.1564 8.1D 1.47 1.00 0.72 0.00 5t 3B 10.0 0.52 085 0338 1.35 OAO 1.35 0.0500 0.0?00 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 t1.18 14t 1.00 t35 0-00 58 3B 8.0 0.17 075 0.083 033 0.00 0.33 00973 0.0200 2.0 O.OB33 4.1860 3.2{ 0.98 3.5192 0.1466 0.1637 864 1.42 1.00 0.33 0.00 BO 3B 10.0 O.1C 0.75 D.075 0.3E 0.04 0.3E 0.1200 0.0200 2.0 0.0833 4.1650 2.58 0.9D 3.5192 0.1468 0.1652 7.73 1.40 7.00 D.3E D.DO 6t 38 10.0 O.tt 0.75 O.D98 0.3f 0.00 0.3f 0.1200 0.0200 2.0 00833 4.1650 R94 0.9D 3.5192 0.1466 0.1652 74M 1.28 1.00 0.3f D.DO 66 3B 10.0 0,11 0.75 D.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.90 3.5792 0.1466 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 6.0 0{2 0.50 D,018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1666 2.57 1S6 t00 007 0.00 00 SB 6.0 D.12 D.75 0.09a 036 0.00 0.38 0.U200 0.0200 2.0 0.0833 4.1650 3.02 0.95 3.5192 0.1466 0.1593 4]0 1.37 1.00 0.38 0.00 02 3B 8.0 0.14 0.65 0,091 0.36 0.00 0.36 OA200 0.0200 2.0 OA833 4.1650 4.E1 0.95 3.5192 0.1468 0.1593 4.62 1.3D 1.00 0.36 0.00 7W 3B B.0 0,14 0.65 0.091 0.38 0.00 0,36 0.0500 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.1466 0.1837 6.30 1.2] t00 0,36 0.00 90 38 12.0 0.2C 0,65 O.t3{ 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.t1 0.90 3.5192 0.1468 0.1637 853 1.41 t00 0.52 0.00 92 3B 10.0 0.11 085 OA72 0.29 000 029 0.0991 0.0200 2A O.D833 4.1650 2.71 0:9D 3.5192 0.1466 0.1652 690 L52 t00 029 0.00 94 38 8.0 D.t2 0.65 0,078 0.31 0.00 0.3t O,Ofi43 0.0200 2.0 0.0833 4.1650 3.09 0.90 3.5192 0.1466 0.1652 8.01 1.33 1.00 0.l1 0.00 90 38 12.0 OAS 0.50 0.225 0.3E 0.00 0A6 0.0460 0.0200 2.0 0:0633 4.1850 4.82 0.90 3.5192 0.1466 0.1520 8.92 1.35 1.00 O.;E O.DO 'BB 38 12.0 0,38 0.60 0.228 011 0.00 O.Lt 0.0392 0.0200 2.0 40833 4.1650 4.36 0.88 3.5192 0.1486 0.1490 8.65 1.39 1.00 0.91 0.00 464 38 8.0 0.10 0.70 0.133 0.53 0.00 0.53 0.0109 0.0200 2.0 0.0833 4.1650 4.67 0.9D 3.5192 0.1466 0.1520 5.48 L46 1.00 0.53 0.00 714 38 10.0 tA3 0.50 0.515 2.06 0.00 2.06 0.02U 0.0200 2.0 0.0833 4.1650 Z58 0.7E 3.5192 0.146fi 0.1226 71.43 1.40 1.00 2.06 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6:50 (Intensity is 4 iNhr for spread, and 8.6 in/hr for capacity and depth) Meanings Coefficient, n is 0.013 Inlet Hydriii ology Curb and Gutter Inlet � 3 a Z � v c m s � 8 a � a 1°�a" c g � o �+? N 4 a � � u $ '0 p3 � $ 3 $ iv � y}� � j 5 Y � 'o R fll o, C [� � C .9 0 N .B (4 'i V ''C - ?C` o W `� � � 'm 3 A u � � °i $Y � Zi u � II ° X yy d tEbq LL � G U U O O O N vl �i N � F W p N N J J LLt O O 26 38 8.0 0.13 0.75 0.098 06! OAO 063 04200 0,0200 2.0 0.0833 4.1650 4.94 0,09 3.5192 0,1466 0:1505 l.43 0.99 1.00 0.63 0.00 4 3B 8.0 0.06 0]5 0.075 0.28 0.00 0.28 0.0500 O.OZ00 2.0 0.0833 4.1850 3.17 D.BB 3.5192 D14fi6 0.1652 l.13 1.17 t.00 0.29 O.OD 6B 3B 1 0 0.7d 0.l0 OJ73 261 0.00 241 0.0210 0.020tl 2D 0.0833 4.iB50 B.O6 O86 3.5192 0.14fi6 0.119] 12.29 1.14 t00 241 0.00 A d 38 10.0 0.17 0.65 0.711 0.72 0.00 0.72 0.0700 0.0200 2.0 0,0833 4.1850 4.09 0,94 3.5t92 0.1466 0.15]8 9.14 1.17 1.D0 0.72 0.00 16 3B 12.0 O.iD 0.75 0.143 0.3! O.OD 003 0.0700 0.0200 2:0 0.0833 4.1850 4.50 0.f2 3.5182 0.1466 0.1505 f0.12 1.1E 1.00 OG3 0.l%1 10 3B 10.0 0.11 0.75 0.063 0.54 0.00 0.54 0.12W 0.0200 20 0.0833 4.1850 3.3t 0.98 3.5192 0.14fi6 0.163] 9.15 1.09 t.00 054 0.00 t08 38 11.0 0.30 0.75 0.225 1.46 0.00 t.46 0.1200 0.0200 2.0 00833 4.1650 4.B! 0.09 3.5192 0.14fi6 O.t505 i0.67 1.09 LDO 146 0:00 12 3B 8.0 0.05 0.80 0.075 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 D.99 3.5192 0.1466 0.1652 7.tf 1,15 tD0 0.29 0.00 10 3B f0.0 0.22 0.75 O.teS t07 O.OD t.07 0,0300 0.0200 2.0 0.0833 4.1850 5.57 DO! 35192 0.1466 0.1448 !.'r0 1.15 1.00 t.0] 0.00 1EB 3B 8.0 0.14 0.75 0.105 0.68 0.00 063 0.0300 0,0200 2.0 0.0833 4.1850 4.70 09D 35192 0.14fi6 0.1520 8.°.3 1.75 1.00 0. 8 000 6 1B B 0.75 0.735 D.8 0.00 . 20 0.0833 4.1 3J0 D95 35192 0.14fi6 0,1593 11.44 1.0! t.DO 0.88 0.00 3 12.0 0.18 8 0.6E 0,1200 0 0 0 2.0 650 2G 3B 10.0 0.05 0.75 0.008 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 OB9 3.6192 0.14fi8 O.1fi52 917 1.20 t00 044 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 O.t20D 0.0200 2.0 0.0833 4.1650 2.80 09B 3.St92 0,1466 0.7652 7.13 1.06 t00 0.34 0.00 24 3B .0 0.05 090 0.075 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1850 4.14 0,9! 35192 0.14fi6 0.1564 3.15 1.13 t.00 0.29 0.00 0 2d 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0,0109 0.0200 2.0 0.0833 4.1850 5.37 0.86 3.5192 0.14fi6 0.7467 495 1.21 t.00 0:58 0.00 BE 38 12.0 0.1E 0.65 0.105 O.SB 0.00 0:61 0.1200 0:0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.14fi6 0.1822 10.14 1.18 t.00 0.88 0.00 30B 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.OB 0.9! 3.5192 0.1466 0.1593 11.44 1.0! i.DO 0.88 0.00 32 3B 10.0 0.14 D.65 0.091 059 D00 0.59 0.0620 0.0200 20 0.0833 4.1650 389 0.08 3.5192 01466 0.160a l.14 1.18 1.00 0.59 0.00 3tB 38 10.0 0.10 0.]5 0.120 0.78 0.00 0.78 0.0820 0.0200 2:0 0.0833 4.1850 4.09 0.94 3.5192 0.14fi6 0.151f 9.17 1.02 1,00 0.78 0.00 {6 3B 0.10 0.75 .49 0.00 0.49 0.0411 0.0200 2. 0.0833 4.1850 3.Et 95 3.5192 0.1486 0.7593 l.t6 1.23 t Od .49 0.00 B.0 0.075 D 0 0 0 !W 36 6.0 0.03 0.75 0.008 0.44 0.00 D44 0.0212 0.0200 2.0 0.0833 4.1850 4A! 09! 3.5192 0.1468 0.1593 1: v1 1.03 1.00 0.44 0:00 40 38 8.0 0.14 0.80 0.112 0.76 0.00 0.7{ 0.0222 0.0200 2.0 0.0833 4.1850 5.10 O.BB 3.St92 0.14fi6 0.7490 l.14 1.21 1.00 0.73 0.00 41 3B 8.0 0.15 0.00 O.t20 0.78 0.00 0]e 0.0189 0.02D0 2.0 0.0833 4.1650 5.4Z 0.88 35192 0.14fi6 0.1461 8.l3 1.22 1.00 0.78 0.00 , 4E 36 D.0 0.06 0.75 O.WS 029 0.00 0.29 0.0109 9.02D0 2.0 0.0833 4.1850 4.14 0.9! 3.5192 0.1466 0.1564 3..5 1.13 t.DO D.29 0.00 4B 3B 0 0.15 0.65 0.098 0.6! 0.00 063 0.0109 0. 20 2.0 D,0833 4.1650 5.53 D.ae 3.5192 0.1486 D.1446 !.5 i17 1.00 0.53 0.00 6. 0 0 1 50 38 8.0 0.18 075 0.135 0.86 0.00 0.88 0.0300 0.0200 2.0 0,0833 4.1650 5.17 O,OB 3.5792 0.1466 0.1490 7.l5 1A2 100 0.88 0.00 !2 3B 12.0 0.20 0]5 0.183 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1850 513 0.{7 3.5192 0.1466 0.1446 10.39 1.15 t.00 1.17 000 50 36 11.0 0.52 0.65 0.338 220 0.00 2.20 O.D500 0.0200 2.0 0.0833 4.1880 6.62 077 3.5192 0.1486 0.7329 10.42 1.11 1.00 2.20 0.00 5B 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 7.64 1.14 t00 0.54 0.00 6E 3B 10.0 0.10 0,75 0.075 0.49 0.00 0.49 07200 0.0200 2:0 0.0833 4.1650 3.2f 0.99 3.5192 0.1486 0.7852 9.15 1.14 t.00 0.49 O.IMf 62 3B 10.0 0.13 0]5 0.098 0.6! 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1850 3.53 O.B7 3.5192 0.14fi6 07622 9.Y7 1.07 t00 0.63 0.00 68 3B 10.0 0.11 0]5 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0,0833 4.1650 3.3t D.9B 3.5192 0.14fi6 0.1837 9.15 1.09 1.00 0.54 0.00 OS 3B D.0 0.62 0.90 0.018 0.12 0.00 0.12 OA300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0,1652 3.57 1.2E t00 O.t2 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 O:SB O.d200 0.0200 2.0 0.0833 4.1650 4.7D 0.9D 3b192 0,1466 0.1520 l.95 1.03 t.00 0.58 D00 81 38 8.0 0.14 O65 0.091 0.59 0.00 O.SB O.d200 0-02D0 2.0 0,0833 4.1650 4.Bt O.BD 3.5192 0,14fi6 0.1520 l.13 1.03 1,00 0.59 0.00 04 38 8.0 0.14 065 0.091 0.58 0.00 059 0.059E 0.02D0 2.0 0.0833 4.1850 3.0! 0.97 3.St92 0.14fi6 0.1622 7./7 1.03 1,00 0.59 0.00 96 3B 12.0 0.20 0.65 0.136 O.bt 0.00 D.85 0.0991 0.0200 2.0 0,0833 4.1650 4.07 0.95 3.5192 0,1486 0,1593 10.63 1.13 1.00 0.85 0.00 92 3B 10.0 0.1t 0.65 0.072 0.40 0.00 0.40 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.90 3.St92 0.1466 0.7637 9.W 1.23 1.00 0.40 0.00 94 38 8.0 0.12 0.85 0.07i 054 000 O51 0.0643 OA200 2.0 0.0833 4.1650 3:6! 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0.51 000 C6 3B 12.0 0.06 0.l0 0228 t.46 0.00 146 0.0460 O.OZ00 2.0 0.0833 4.1850 5.78 0.04 35192 0.14fi6 0.1432 11.34 1.06 t.00 1.46 O.OD 98 38 12.0 0.38 0.80 0.228 146 0.00 t48 0.0392 0.0200 2.0 0,0833 4.1650 5.9H D78 3.St92 0.1466 D.1344 11.29 1.06 1.00 1A8 0.00 1 i�4 38 8.0 O.iG 0.70 0.735 0.80 000 O: JO 0.0189 0,0200 2.0 0.0833 4.1650 5.00 0.85 3.5192 0.1466 0.1446 6.92 1.16 t.00 0.8 D.OD a 114 3B 1E.0 1.0 0.l0 0.515 3.35 0.00 335 0.0215 0.0200 2.0 0.0833 4.1850 9.E9 0.62 351 2 0.1466 0.1109 14.89 L07 1.00 335 0a10 3 - for inlets d ini to to er facilities, where overland ow to facilities is of awllable 100°k capture is uire a 6.5iNhr INLETS IN SUMP,. DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensely 4.00 (Intensity is 4 iNhr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � v m 6 � c a �. & N � O fi C o Yq 0�U D N Jq O W m p � r � � N ? S m. � v W � O e O ,- 9 P c' � N L � 'E � � - a ti � a o o' vi . in 3 Hs 1= - v � F len o.77 0.75 o.1ze o.51 o.oD Ds1 D.001n o.ozoo z.o o.oaoD 1.0000 7De rpm D{s D.7s ouzo RE o.ao o.te D.0010 a.oz°0 z,o 0.o2.oD 1.os°D z6D 2 3C 10.0 conbined lbw 1.0 0.10 0.210 5.00 lelt 0.05 0.75 0.038 0.15 0.00 0,15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right O.OG 075 0.030 0.15 0.00 0.1{ 0.0010 0.0200 2.0 0.0200 1.0000. 5.04 8 3C BA cOrrbine0 flow 0.3 DO6 0124 285 left 0.04 0.85 Doze 0.1a 0.00 0.1c 0.0010 0.0200 2.0 0.0833 4.7fi5o 4.39 rlghl 0.05 0.65 0.020 OAS 0.00 O,i�E 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C B.0 combined flow 0.2 DOa 0.089 2.04 left O.D6 0.fi6 O.b39 0.16 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.0000 5.42 fight O.Ofi 0.85 0.039 0.18 0.00 0.18 D.0010 a.ozoo 2.0 0.0200 1.0000 5.12 20 3C 8.0 confined now 0.3 0.06 0.128 4A2 left O.Ofi 0.85 0.039 0.16 p00 0.1fi 0.0010 D0200 2.0 0.0200 10000 5.12 right D.D7 0.fi5 0.046 OA8 0.00 0.1e 0:0010 0.0200 2.0 0.0200 1.0000 642 58 3C 6.0 combined now 0.3 0.06 0.135 3.08 left O.OQ 0:65 0,039 023 0.00 0.23 O.OmO OA200 2.0 00200 10000 5.86 right 0.0! 0.65 D.039 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.98 58B 3C 6.0 cOrrbined row 03 D.07 0.14] 3.38 left DAt 0.75 0.068 027 D00 D2] 0.(1010 0-0200 2.0 0.0200 1.0000 6.29 dgfil 0.16 0]5 0.03D 0.36 D.00 0.36 0.0010 0.02D0 2.0 0.0200 1.0000 7.00 70 3C 6.0 conbbed flow 0.6 0.08 0.13C 4.t2 left 0.04 0.75 0.03D 0.12 0.00. 0,12 D.0010 0.0200 2.0 O.OZ00 1.0000 4.64 rght D.Ofi 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 corbined flow 0.3 0.06 OA24 2.85 IMt 0.18 0.65 0.117 0.47 0.00 D47 0.0010 0.0200 2.0 00100 1.0000 772 light 0.1e a6s o.m o.47 o.oD Dal o.001D a.OzaD 2:0 o.D2oo 1 ocda z72 702 3C f0.0 combined lbw OS 0.1E 0.21E 4.82 WEIRFLOW STRUCTURE DRAINAGE INLET TYPE AREA PERIMETER A C I Q D FLOW TYPE 0 (Fl`-) (PTI (ACRES) DN/Hit) (CF31 (IN) DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIRFLOW 112 DI-7 5.98 12:83 3.40 0.40 6.50 R.R4 4.0 ORIFICE FLOW 112 DI 5.44 - 50"/o cogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 Of-50%cogged 2.99 6,42 3.40 0.40 6:50 8.R4 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity aid depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 s S. � � � o � m � ° s c c 8 `Tn '�qj m y C L O O � j �� i; o T 2 S nN 6 � � D � L .q� n F o U � N3 S� W; L C � j o � O .S °d, � � � � 8 u 53 � � _ [/t S^_ y a E 4 v `° J t- '° m .D u � � `m � 'rn 3 � S'- In h $ S � a E '3P > ¢ cd U O O O vi ['1 � � y ti w° m w r°ri � ui O O '� � 28 38 6.0 0.1{ 0.75 0.098 0.3f 0.00 0.3f 0.4200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1468 0.1593 475 1.26 1.00 0.36 0.00 4 3B 8.0 O.Ofi 0.75 0,045 0.18 000 0.18 0.0500 0.0200 2.0 0.0833 4.1650 3.5f 0.90 3.5192 0.1466 0.1652 4.43 1.38 1.00 0.18 0.00 68 3B fA0 0.74 0.50 0.370 1.48 0.00 1.46 0.0270 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.13t4 9.48 1.48 1.00 t48 0.00 8 3B 10.0 0.17 0.65 0,111 0.4/ D.00 044 0.0700 0.0200 2.0 0.0833 4.1850 3.07 0.90 a5192 0.1466 0.1637 7]8 1.39 t00 0,40 0.00 OB SB 12.0 D.W D.75 D143 0.5] 0-00 O.t7 0.0700 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 8.07 1.4D 1.00 0,57 0.00 10 3B 10.0 0,11 0.75 D.083 0.33 D.00 0.33 0,1200 0.0200 2.0 0.0833 4.1650 2.76 0.9D 3.5192 0.1486 0.1652 742 1.35 1.00 0,33 0.00 10B 38 10.0 0.30 0.75 0.225 0:3E 0.00 0,36 0.7200 0.0200 2.0 0.0833 4.1650 4.02 0,95 3.5192 0.1466 0.1593 t1.56 1.311 t00 0.3E 0.00 12 3B 8.0 0.0! D.SD 0,045 0.10 0.00 0.18 0.7200 0.0200 2.0 0.0833 4.1650 2.Z0 1.00 3.5192 0.146fi 0.1866 872 1.40 100 0.18 0:00 1{ 3B 10.0 D52 075 0.1e5 O.fiB 000 O.fiB Otl300 0.0200 2A O.D833 4.1650 4.61 0:90 3.5192 0.1466 0.1520 689 14t 100 0.68 0.00 iDB 38 8.0 0.14 0]5 O.t05 0.42 0.00 0.42 0.0300 0.0200 2.0 O.OB33 4.1650 3.32 0.95 3.5192 0.1466 0.1593 5,54 1.44 100 0.42 D.00 1B 38 12.0 0.18 0.75 O.t36 A.56 0.00 0.54 0.1200 0.0200 2.0 0.0633 4.1850 3.32 0.98 3.5192 0,1466 0.1637 9,18 1.3t 7.00 0.54 OAO 20 38 10.0 0.09 0.75 O.O6B 0.27 0.00 0.27 0.7200 0.0200 2.0 40833 4.1650 2.56 0.9D 3.5192 O.tA66 0.1652 8.82 1.47 1.00 0.27 0.00 22 3B a0 0.0] 0.75 0.053 021 0.00 0.21 0.7200 0.0200 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1466 0.1866 6.11 1.31 1.00 021 0.00 24 38 t.0 0.15 0.50 0.045 0.18 0.00 0.18 0.0109 OA200 20 0.0833 4.1850 3.d5 0.90 3:5192 0.146fi 0.1837 2,82 1.42 1.00 018 0.00 20 38 B.0 D.t2 0.]5 0.090 0.36 0:00 0.38 0.0109 0.0200 2.0 0.0633 4.1850 0.02 0.82 3.5192 0.1488 0.1549 390 1.54 1.00 0.38 0.00 30 3B 12.0 0.18 0.65 0.115 0.42 0.00 0.42 O.t200 0.0200 2.0 0.0833 4.1660 3.01 0.9D 3.5192 0.1468 0.1852 8.78 1.47 1.00 0.42 0.00 308 38 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1660 3.32 0.98 3.5192 0.1466 0.1637 9d8 1.3t 1.00 0.54 O.DO !2 38. 10.0 0.14 065 0,091 0.36 0.00 0.36 0.0820 0.0200 2.0 O.D833 4.1650 3.04 0.9D 3.5192 0.1468 0.1652 8.90 14t 1.00 0.36 0.00 32B 3B 10.0 0.18 0.75 O,t20 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0033 4.1850 3.01 0.98 3.5192 0.1466 0.1637 779 L28 L00 0.48 000 3E 38 8.0 0.10 0.75 0.075 0.3E 0.00 0.3E 0.0411 0:0200 2.0 0.0833 4.1650 3.2fi 0.90 3:5192 0.146fi 0.1637 520 1.54 1.00 D.3E 0.00 !i 38 8.0 0.09 0.75 0,068 0.27 0.00 O.Z7 0.0282 0.0200 2.0 D0833 4.1650 3.It 0.98 85192 0.1466 D.1637 444 1.35 1.00 027 0.00 40 38 B.0 D, 14 0.80 D712 O.bt D.00 0.45 0.02t2 0.0200 2.0 0.0833 4.1650 4.25 0.93 3:5t92 O.tA66 0.1564 5.26 L52 1.00 0.45 0-00 4t 08 B.0 O.tS 0.60 0.120 0.48 0.00 0.4B 0,0184 0.0200 2.0 0.g833 4.1650 4.12 0.9i 3.5192 0.1466 0.1534 617 1.55 i.00 0,48 0.00 4E 3B. 0.0 0.06 075 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3A5 0.98 35192 0.1466 0.163] 2A2 1.42 100 0.78 ODO 4B 38 8.0 0.15 065 0.098 0.3f 0.00 0.3{ 0.0109 0.0200 2.0 0.0833 4.1B50 4.61 0.90 3.5192 0.1466 0.152D 4DB 1.47 100 0.3{ 0.00 50 38 9.0 0.18 0.75 O.t35 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 01564 8.22 1.20 1.00 0.54 0.00 52 38 12.0 0.24 0.75 O.tM 0.72 0.00 0.72 0.0500 0:0200 2.0 0:0833 4.1650 4.38 0.9t 3.5192 0.146fi 0.1564 8.1D 1.47 1.00 0.72 0.00 5t 3B 10.0 0.52 085 0338 1.35 OAO 1.35 0.0500 0.0?00 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 t1.18 14t 1.00 t35 0-00 58 3B 8.0 0.17 075 0.083 033 0.00 0.33 00973 0.0200 2.0 O.OB33 4.1860 3.2{ 0.98 3.5192 0.1466 0.1637 864 1.42 1.00 0.33 0.00 BO 3B 10.0 O.1C 0.75 D.075 0.3E 0.04 0.3E 0.1200 0.0200 2.0 0.0833 4.1650 2.58 0.9D 3.5192 0.1468 0.1652 7.73 1.40 7.00 D.3E D.DO 6t 38 10.0 O.tt 0.75 O.D98 0.3f 0.00 0.3f 0.1200 0.0200 2.0 00833 4.1650 R94 0.9D 3.5192 0.1466 0.1652 74M 1.28 1.00 0.3f D.DO 66 3B 10.0 0,11 0.75 D.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.90 3.5792 0.1466 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 6.0 0{2 0.50 D,018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1666 2.57 1S6 t00 007 0.00 00 SB 6.0 D.12 D.75 0.09a 036 0.00 0.38 0.U200 0.0200 2.0 0.0833 4.1650 3.02 0.95 3.5192 0.1466 0.1593 4]0 1.37 1.00 0.38 0.00 02 3B 8.0 0.14 0.65 0,091 0.36 0.00 0.36 OA200 0.0200 2.0 OA833 4.1650 4.E1 0.95 3.5192 0.1468 0.1593 4.62 1.3D 1.00 0.36 0.00 7W 3B B.0 0,14 0.65 0.091 0.38 0.00 0,36 0.0500 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.1466 0.1837 6.30 1.2] t00 0,36 0.00 90 38 12.0 0.2C 0,65 O.t3{ 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.t1 0.90 3.5192 0.1468 0.1637 853 1.41 t00 0.52 0.00 92 3B 10.0 0.11 085 OA72 0.29 000 029 0.0991 0.0200 2A O.D833 4.1650 2.71 0:9D 3.5192 0.1466 0.1652 690 L52 t00 029 0.00 94 38 8.0 D.t2 0.65 0,078 0.31 0.00 0.3t O,Ofi43 0.0200 2.0 0.0833 4.1650 3.09 0.90 3.5192 0.1466 0.1652 8.01 1.33 1.00 0.l1 0.00 90 38 12.0 OAS 0.50 0.225 0.3E 0.00 0A6 0.0460 0.0200 2.0 0:0633 4.1850 4.82 0.90 3.5192 0.1466 0.1520 8.92 1.35 1.00 O.;E O.DO 'BB 38 12.0 0,38 0.60 0.228 011 0.00 O.Lt 0.0392 0.0200 2.0 40833 4.1650 4.36 0.88 3.5192 0.1486 0.1490 8.65 1.39 1.00 0.91 0.00 464 38 8.0 0.10 0.70 0.133 0.53 0.00 0.53 0.0109 0.0200 2.0 0.0833 4.1650 4.67 0.9D 3.5192 0.1466 0.1520 5.48 L46 1.00 0.53 0.00 714 38 10.0 tA3 0.50 0.515 2.06 0.00 2.06 0.02U 0.0200 2.0 0.0833 4.1650 Z58 0.7E 3.5192 0.146fi 0.1226 71.43 1.40 1.00 2.06 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6:50 (Intensity is 4 iNhr for spread, and 8.6 in/hr for capacity and depth) Meanings Coefficient, n is 0.013 Inlet Hydriii ology Curb and Gutter Inlet � 3 a Z � v c m s � 8 a � a 1°�a" c g � o �+? N 4 a � � u $ '0 p3 � $ 3 $ iv � y}� � j 5 Y � 'o R fll o, C [� � C .9 0 N .B (4 'i V ''C - ?C` o W `� � � 'm 3 A u � � °i $Y � Zi u � II ° X yy d tEbq LL � G U U O O O N vl �i N � F W p N N J J LLt O O 26 38 8.0 0.13 0.75 0.098 06! OAO 063 04200 0,0200 2.0 0.0833 4.1650 4.94 0,09 3.5192 0,1466 0:1505 l.43 0.99 1.00 0.63 0.00 4 3B 8.0 0.06 0]5 0.075 0.28 0.00 0.28 0.0500 O.OZ00 2.0 0.0833 4.1850 3.17 D.BB 3.5192 D14fi6 0.1652 l.13 1.17 t.00 0.29 O.OD 6B 3B 1 0 0.7d 0.l0 OJ73 261 0.00 241 0.0210 0.020tl 2D 0.0833 4.iB50 B.O6 O86 3.5192 0.14fi6 0.119] 12.29 1.14 t00 241 0.00 A d 38 10.0 0.17 0.65 0.711 0.72 0.00 0.72 0.0700 0.0200 2.0 0,0833 4.1850 4.09 0,94 3.5t92 0.1466 0.15]8 9.14 1.17 1.D0 0.72 0.00 16 3B 12.0 O.iD 0.75 0.143 0.3! O.OD 003 0.0700 0.0200 2:0 0.0833 4.1850 4.50 0.f2 3.5182 0.1466 0.1505 f0.12 1.1E 1.00 OG3 0.l%1 10 3B 10.0 0.11 0.75 0.063 0.54 0.00 0.54 0.12W 0.0200 20 0.0833 4.1850 3.3t 0.98 3.5192 0.14fi6 0.163] 9.15 1.09 t.00 054 0.00 t08 38 11.0 0.30 0.75 0.225 1.46 0.00 t.46 0.1200 0.0200 2.0 00833 4.1650 4.B! 0.09 3.5192 0.14fi6 O.t505 i0.67 1.09 LDO 146 0:00 12 3B 8.0 0.05 0.80 0.075 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 D.99 3.5192 0.1466 0.1652 7.tf 1,15 tD0 0.29 0.00 10 3B f0.0 0.22 0.75 O.teS t07 O.OD t.07 0,0300 0.0200 2.0 0.0833 4.1850 5.57 DO! 35192 0.1466 0.1448 !.'r0 1.15 1.00 t.0] 0.00 1EB 3B 8.0 0.14 0.75 0.105 0.68 0.00 063 0.0300 0,0200 2.0 0.0833 4.1850 4.70 09D 35192 0.14fi6 0.1520 8.°.3 1.75 1.00 0. 8 000 6 1B B 0.75 0.735 D.8 0.00 . 20 0.0833 4.1 3J0 D95 35192 0.14fi6 0,1593 11.44 1.0! t.DO 0.88 0.00 3 12.0 0.18 8 0.6E 0,1200 0 0 0 2.0 650 2G 3B 10.0 0.05 0.75 0.008 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 OB9 3.6192 0.14fi8 O.1fi52 917 1.20 t00 044 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 O.t20D 0.0200 2.0 0.0833 4.1650 2.80 09B 3.St92 0,1466 0.7652 7.13 1.06 t00 0.34 0.00 24 3B .0 0.05 090 0.075 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1850 4.14 0,9! 35192 0.14fi6 0.1564 3.15 1.13 t.00 0.29 0.00 0 2d 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0,0109 0.0200 2.0 0.0833 4.1850 5.37 0.86 3.5192 0.14fi6 0.7467 495 1.21 t.00 0:58 0.00 BE 38 12.0 0.1E 0.65 0.105 O.SB 0.00 0:61 0.1200 0:0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.14fi6 0.1822 10.14 1.18 t.00 0.88 0.00 30B 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.OB 0.9! 3.5192 0.1466 0.1593 11.44 1.0! i.DO 0.88 0.00 32 3B 10.0 0.14 D.65 0.091 059 D00 0.59 0.0620 0.0200 20 0.0833 4.1650 389 0.08 3.5192 01466 0.160a l.14 1.18 1.00 0.59 0.00 3tB 38 10.0 0.10 0.]5 0.120 0.78 0.00 0.78 0.0820 0.0200 2:0 0.0833 4.1850 4.09 0.94 3.5192 0.14fi6 0.151f 9.17 1.02 1,00 0.78 0.00 {6 3B 0.10 0.75 .49 0.00 0.49 0.0411 0.0200 2. 0.0833 4.1850 3.Et 95 3.5192 0.1486 0.7593 l.t6 1.23 t Od .49 0.00 B.0 0.075 D 0 0 0 !W 36 6.0 0.03 0.75 0.008 0.44 0.00 D44 0.0212 0.0200 2.0 0.0833 4.1850 4A! 09! 3.5192 0.1468 0.1593 1: v1 1.03 1.00 0.44 0:00 40 38 8.0 0.14 0.80 0.112 0.76 0.00 0.7{ 0.0222 0.0200 2.0 0.0833 4.1850 5.10 O.BB 3.St92 0.14fi6 0.7490 l.14 1.21 1.00 0.73 0.00 41 3B 8.0 0.15 0.00 O.t20 0.78 0.00 0]e 0.0189 0.02D0 2.0 0.0833 4.1650 5.4Z 0.88 35192 0.14fi6 0.1461 8.l3 1.22 1.00 0.78 0.00 , 4E 36 D.0 0.06 0.75 O.WS 029 0.00 0.29 0.0109 9.02D0 2.0 0.0833 4.1850 4.14 0.9! 3.5192 0.1466 0.1564 3..5 1.13 t.DO D.29 0.00 4B 3B 0 0.15 0.65 0.098 0.6! 0.00 063 0.0109 0. 20 2.0 D,0833 4.1650 5.53 D.ae 3.5192 0.1486 D.1446 !.5 i17 1.00 0.53 0.00 6. 0 0 1 50 38 8.0 0.18 075 0.135 0.86 0.00 0.88 0.0300 0.0200 2.0 0,0833 4.1650 5.17 O,OB 3.5792 0.1466 0.1490 7.l5 1A2 100 0.88 0.00 !2 3B 12.0 0.20 0]5 0.183 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1850 513 0.{7 3.5192 0.1466 0.1446 10.39 1.15 t.00 1.17 000 50 36 11.0 0.52 0.65 0.338 220 0.00 2.20 O.D500 0.0200 2.0 0.0833 4.1880 6.62 077 3.5192 0.1486 0.7329 10.42 1.11 1.00 2.20 0.00 5B 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 7.64 1.14 t00 0.54 0.00 6E 3B 10.0 0.10 0,75 0.075 0.49 0.00 0.49 07200 0.0200 2:0 0.0833 4.1650 3.2f 0.99 3.5192 0.1486 0.7852 9.15 1.14 t.00 0.49 O.IMf 62 3B 10.0 0.13 0]5 0.098 0.6! 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1850 3.53 O.B7 3.5192 0.14fi6 07622 9.Y7 1.07 t00 0.63 0.00 68 3B 10.0 0.11 0]5 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0,0833 4.1650 3.3t D.9B 3.5192 0.14fi6 0.1837 9.15 1.09 1.00 0.54 0.00 OS 3B D.0 0.62 0.90 0.018 0.12 0.00 0.12 OA300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0,1652 3.57 1.2E t00 O.t2 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 O:SB O.d200 0.0200 2.0 0.0833 4.1650 4.7D 0.9D 3b192 0,1466 0.1520 l.95 1.03 t.00 0.58 D00 81 38 8.0 0.14 O65 0.091 0.59 0.00 O.SB O.d200 0-02D0 2.0 0,0833 4.1650 4.Bt O.BD 3.5192 0,14fi6 0.1520 l.13 1.03 1,00 0.59 0.00 04 38 8.0 0.14 065 0.091 0.58 0.00 059 0.059E 0.02D0 2.0 0.0833 4.1850 3.0! 0.97 3.St92 0.14fi6 0.1622 7./7 1.03 1,00 0.59 0.00 96 3B 12.0 0.20 0.65 0.136 O.bt 0.00 D.85 0.0991 0.0200 2.0 0,0833 4.1650 4.07 0.95 3.5192 0,1486 0,1593 10.63 1.13 1.00 0.85 0.00 92 3B 10.0 0.1t 0.65 0.072 0.40 0.00 0.40 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.90 3.St92 0.1466 0.7637 9.W 1.23 1.00 0.40 0.00 94 38 8.0 0.12 0.85 0.07i 054 000 O51 0.0643 OA200 2.0 0.0833 4.1650 3:6! 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0.51 000 C6 3B 12.0 0.06 0.l0 0228 t.46 0.00 146 0.0460 O.OZ00 2.0 0.0833 4.1850 5.78 0.04 35192 0.14fi6 0.1432 11.34 1.06 t.00 1.46 O.OD 98 38 12.0 0.38 0.80 0.228 146 0.00 t48 0.0392 0.0200 2.0 0,0833 4.1650 5.9H D78 3.St92 0.1466 D.1344 11.29 1.06 1.00 1A8 0.00 1 i�4 38 8.0 O.iG 0.70 0.735 0.80 000 O: JO 0.0189 0,0200 2.0 0.0833 4.1650 5.00 0.85 3.5192 0.1466 0.1446 6.92 1.16 t.00 0.8 D.OD a 114 3B 1E.0 1.0 0.l0 0.515 3.35 0.00 335 0.0215 0.0200 2.0 0.0833 4.1850 9.E9 0.62 351 2 0.1466 0.1109 14.89 L07 1.00 335 0a10 3 - for inlets d ini to to er facilities, where overland ow to facilities is of awllable 100°k capture is uire a 6.5iNhr INLETS IN SUMP,. DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensely 4.00 (Intensity is 4 iNhr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � v m 6 � c a �. & N � O fi C o Yq 0�U D N Jq O W m p � r � � N ? S m. � v W � O e O ,- 9 P c' � N L � 'E � � - a ti � a o o' vi . in 3 Hs 1= - v � F len o.77 0.75 o.1ze o.51 o.oD Ds1 D.001n o.ozoo z.o o.oaoD 1.0000 7De rpm D{s D.7s ouzo RE o.ao o.te D.0010 a.oz°0 z,o 0.o2.oD 1.os°D z6D 2 3C 10.0 conbined lbw 1.0 0.10 0.210 5.00 lelt 0.05 0.75 0.038 0.15 0.00 0,15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right O.OG 075 0.030 0.15 0.00 0.1{ 0.0010 0.0200 2.0 0.0200 1.0000. 5.04 8 3C BA cOrrbine0 flow 0.3 DO6 0124 285 left 0.04 0.85 Doze 0.1a 0.00 0.1c 0.0010 0.0200 2.0 0.0833 4.7fi5o 4.39 rlghl 0.05 0.65 0.020 OAS 0.00 O,i�E 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C B.0 combined flow 0.2 DOa 0.089 2.04 left O.D6 0.fi6 O.b39 0.16 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.0000 5.42 fight O.Ofi 0.85 0.039 0.18 0.00 0.18 D.0010 a.ozoo 2.0 0.0200 1.0000 5.12 20 3C 8.0 confined now 0.3 0.06 0.128 4A2 left O.Ofi 0.85 0.039 0.16 p00 0.1fi 0.0010 D0200 2.0 0.0200 10000 5.12 right D.D7 0.fi5 0.046 OA8 0.00 0.1e 0:0010 0.0200 2.0 0.0200 1.0000 642 58 3C 6.0 combined now 0.3 0.06 0.135 3.08 left O.OQ 0:65 0,039 023 0.00 0.23 O.OmO OA200 2.0 00200 10000 5.86 right 0.0! 0.65 D.039 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.98 58B 3C 6.0 cOrrbined row 03 D.07 0.14] 3.38 left DAt 0.75 0.068 027 D00 D2] 0.(1010 0-0200 2.0 0.0200 1.0000 6.29 dgfil 0.16 0]5 0.03D 0.36 D.00 0.36 0.0010 0.02D0 2.0 0.0200 1.0000 7.00 70 3C 6.0 conbbed flow 0.6 0.08 0.13C 4.t2 left 0.04 0.75 0.03D 0.12 0.00. 0,12 D.0010 0.0200 2.0 O.OZ00 1.0000 4.64 rght D.Ofi 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 corbined flow 0.3 0.06 OA24 2.85 IMt 0.18 0.65 0.117 0.47 0.00 D47 0.0010 0.0200 2.0 00100 1.0000 772 light 0.1e a6s o.m o.47 o.oD Dal o.001D a.OzaD 2:0 o.D2oo 1 ocda z72 702 3C f0.0 combined lbw OS 0.1E 0.21E 4.82 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity aid depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 s S. � � � o � m � ° s c c 8 `Tn '�qj m y C L O O � j �� i; o T 2 S nN 6 � � D � L .q� n F o U � N3 S� W; L C � j o � O .S °d, � � � � 8 u 53 � � _ [/t S^_ y a E 4 v `° J t- '° m .D u � � `m � 'rn 3 � S'- In h $ S � a E '3P > ¢ cd U O O O vi ['1 � � y ti w° m w r°ri � ui O O '� � 28 38 6.0 0.1{ 0.75 0.098 0.3f 0.00 0.3f 0.4200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1468 0.1593 475 1.26 1.00 0.36 0.00 4 3B 8.0 O.Ofi 0.75 0,045 0.18 000 0.18 0.0500 0.0200 2.0 0.0833 4.1650 3.5f 0.90 3.5192 0.1466 0.1652 4.43 1.38 1.00 0.18 0.00 68 3B fA0 0.74 0.50 0.370 1.48 0.00 1.46 0.0270 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.13t4 9.48 1.48 1.00 t48 0.00 8 3B 10.0 0.17 0.65 0,111 0.4/ D.00 044 0.0700 0.0200 2.0 0.0833 4.1850 3.07 0.90 a5192 0.1466 0.1637 7]8 1.39 t00 0,40 0.00 OB SB 12.0 D.W D.75 D143 0.5] 0-00 O.t7 0.0700 0.0200 2.0 0.0833 4.1650 3.75 0.96 3.5192 0.1466 0.1608 8.07 1.4D 1.00 0,57 0.00 10 3B 10.0 0,11 0.75 D.083 0.33 D.00 0.33 0,1200 0.0200 2.0 0.0833 4.1650 2.76 0.9D 3.5192 0.1486 0.1652 742 1.35 1.00 0,33 0.00 10B 38 10.0 0.30 0.75 0.225 0:3E 0.00 0,36 0.7200 0.0200 2.0 0.0833 4.1650 4.02 0,95 3.5192 0.1466 0.1593 t1.56 1.311 t00 0.3E 0.00 12 3B 8.0 0.0! D.SD 0,045 0.10 0.00 0.18 0.7200 0.0200 2.0 0.0833 4.1650 2.Z0 1.00 3.5192 0.146fi 0.1866 872 1.40 100 0.18 0:00 1{ 3B 10.0 D52 075 0.1e5 O.fiB 000 O.fiB Otl300 0.0200 2A O.D833 4.1650 4.61 0:90 3.5192 0.1466 0.1520 689 14t 100 0.68 0.00 iDB 38 8.0 0.14 0]5 O.t05 0.42 0.00 0.42 0.0300 0.0200 2.0 O.OB33 4.1650 3.32 0.95 3.5192 0.1466 0.1593 5,54 1.44 100 0.42 D.00 1B 38 12.0 0.18 0.75 O.t36 A.56 0.00 0.54 0.1200 0.0200 2.0 0.0633 4.1850 3.32 0.98 3.5192 0,1466 0.1637 9,18 1.3t 7.00 0.54 OAO 20 38 10.0 0.09 0.75 O.O6B 0.27 0.00 0.27 0.7200 0.0200 2.0 40833 4.1650 2.56 0.9D 3.5192 O.tA66 0.1652 8.82 1.47 1.00 0.27 0.00 22 3B a0 0.0] 0.75 0.053 021 0.00 0.21 0.7200 0.0200 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1466 0.1866 6.11 1.31 1.00 021 0.00 24 38 t.0 0.15 0.50 0.045 0.18 0.00 0.18 0.0109 OA200 20 0.0833 4.1850 3.d5 0.90 3:5192 0.146fi 0.1837 2,82 1.42 1.00 018 0.00 20 38 B.0 D.t2 0.]5 0.090 0.36 0:00 0.38 0.0109 0.0200 2.0 0.0633 4.1850 0.02 0.82 3.5192 0.1488 0.1549 390 1.54 1.00 0.38 0.00 30 3B 12.0 0.18 0.65 0.115 0.42 0.00 0.42 O.t200 0.0200 2.0 0.0833 4.1660 3.01 0.9D 3.5192 0.1468 0.1852 8.78 1.47 1.00 0.42 0.00 308 38 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1660 3.32 0.98 3.5192 0.1466 0.1637 9d8 1.3t 1.00 0.54 O.DO !2 38. 10.0 0.14 065 0,091 0.36 0.00 0.36 0.0820 0.0200 2.0 O.D833 4.1650 3.04 0.9D 3.5192 0.1468 0.1652 8.90 14t 1.00 0.36 0.00 32B 3B 10.0 0.18 0.75 O,t20 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0033 4.1850 3.01 0.98 3.5192 0.1466 0.1637 779 L28 L00 0.48 000 3E 38 8.0 0.10 0.75 0.075 0.3E 0.00 0.3E 0.0411 0:0200 2.0 0.0833 4.1650 3.2fi 0.90 3:5192 0.146fi 0.1637 520 1.54 1.00 D.3E 0.00 !i 38 8.0 0.09 0.75 0,068 0.27 0.00 O.Z7 0.0282 0.0200 2.0 D0833 4.1650 3.It 0.98 85192 0.1466 D.1637 444 1.35 1.00 027 0.00 40 38 B.0 D, 14 0.80 D712 O.bt D.00 0.45 0.02t2 0.0200 2.0 0.0833 4.1650 4.25 0.93 3:5t92 O.tA66 0.1564 5.26 L52 1.00 0.45 0-00 4t 08 B.0 O.tS 0.60 0.120 0.48 0.00 0.4B 0,0184 0.0200 2.0 0.g833 4.1650 4.12 0.9i 3.5192 0.1466 0.1534 617 1.55 i.00 0,48 0.00 4E 3B. 0.0 0.06 075 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3A5 0.98 35192 0.1466 0.163] 2A2 1.42 100 0.78 ODO 4B 38 8.0 0.15 065 0.098 0.3f 0.00 0.3{ 0.0109 0.0200 2.0 0.0833 4.1B50 4.61 0.90 3.5192 0.1466 0.152D 4DB 1.47 100 0.3{ 0.00 50 38 9.0 0.18 0.75 O.t35 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 01564 8.22 1.20 1.00 0.54 0.00 52 38 12.0 0.24 0.75 O.tM 0.72 0.00 0.72 0.0500 0:0200 2.0 0:0833 4.1650 4.38 0.9t 3.5192 0.146fi 0.1564 8.1D 1.47 1.00 0.72 0.00 5t 3B 10.0 0.52 085 0338 1.35 OAO 1.35 0.0500 0.0?00 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 t1.18 14t 1.00 t35 0-00 58 3B 8.0 0.17 075 0.083 033 0.00 0.33 00973 0.0200 2.0 O.OB33 4.1860 3.2{ 0.98 3.5192 0.1466 0.1637 864 1.42 1.00 0.33 0.00 BO 3B 10.0 O.1C 0.75 D.075 0.3E 0.04 0.3E 0.1200 0.0200 2.0 0.0833 4.1650 2.58 0.9D 3.5192 0.1468 0.1652 7.73 1.40 7.00 D.3E D.DO 6t 38 10.0 O.tt 0.75 O.D98 0.3f 0.00 0.3f 0.1200 0.0200 2.0 00833 4.1650 R94 0.9D 3.5192 0.1466 0.1652 74M 1.28 1.00 0.3f D.DO 66 3B 10.0 0,11 0.75 D.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.90 3.5792 0.1466 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 6.0 0{2 0.50 D,018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1666 2.57 1S6 t00 007 0.00 00 SB 6.0 D.12 D.75 0.09a 036 0.00 0.38 0.U200 0.0200 2.0 0.0833 4.1650 3.02 0.95 3.5192 0.1466 0.1593 4]0 1.37 1.00 0.38 0.00 02 3B 8.0 0.14 0.65 0,091 0.36 0.00 0.36 OA200 0.0200 2.0 OA833 4.1650 4.E1 0.95 3.5192 0.1468 0.1593 4.62 1.3D 1.00 0.36 0.00 7W 3B B.0 0,14 0.65 0.091 0.38 0.00 0,36 0.0500 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.1466 0.1837 6.30 1.2] t00 0,36 0.00 90 38 12.0 0.2C 0,65 O.t3{ 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.t1 0.90 3.5192 0.1468 0.1637 853 1.41 t00 0.52 0.00 92 3B 10.0 0.11 085 OA72 0.29 000 029 0.0991 0.0200 2A O.D833 4.1650 2.71 0:9D 3.5192 0.1466 0.1652 690 L52 t00 029 0.00 94 38 8.0 D.t2 0.65 0,078 0.31 0.00 0.3t O,Ofi43 0.0200 2.0 0.0833 4.1650 3.09 0.90 3.5192 0.1466 0.1652 8.01 1.33 1.00 0.l1 0.00 90 38 12.0 OAS 0.50 0.225 0.3E 0.00 0A6 0.0460 0.0200 2.0 0:0633 4.1850 4.82 0.90 3.5192 0.1466 0.1520 8.92 1.35 1.00 O.;E O.DO 'BB 38 12.0 0,38 0.60 0.228 011 0.00 O.Lt 0.0392 0.0200 2.0 40833 4.1650 4.36 0.88 3.5192 0.1486 0.1490 8.65 1.39 1.00 0.91 0.00 464 38 8.0 0.10 0.70 0.133 0.53 0.00 0.53 0.0109 0.0200 2.0 0.0833 4.1650 4.67 0.9D 3.5192 0.1466 0.1520 5.48 L46 1.00 0.53 0.00 714 38 10.0 tA3 0.50 0.515 2.06 0.00 2.06 0.02U 0.0200 2.0 0.0833 4.1650 Z58 0.7E 3.5192 0.146fi 0.1226 71.43 1.40 1.00 2.06 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6:50 (Intensity is 4 iNhr for spread, and 8.6 in/hr for capacity and depth) Meanings Coefficient, n is 0.013 Inlet Hydriii ology Curb and Gutter Inlet � 3 a Z � v c m s � 8 a � a 1°�a" c g � o �+? N 4 a � � u $ '0 p3 � $ 3 $ iv � y}� � j 5 Y � 'o R fll o, C [� � C .9 0 N .B (4 'i V ''C - ?C` o W `� � � 'm 3 A u � � °i $Y � Zi u � II ° X yy d tEbq LL � G U U O O O N vl �i N � F W p N N J J LLt O O 26 38 8.0 0.13 0.75 0.098 06! OAO 063 04200 0,0200 2.0 0.0833 4.1650 4.94 0,09 3.5192 0,1466 0:1505 l.43 0.99 1.00 0.63 0.00 4 3B 8.0 0.06 0]5 0.075 0.28 0.00 0.28 0.0500 O.OZ00 2.0 0.0833 4.1850 3.17 D.BB 3.5192 D14fi6 0.1652 l.13 1.17 t.00 0.29 O.OD 6B 3B 1 0 0.7d 0.l0 OJ73 261 0.00 241 0.0210 0.020tl 2D 0.0833 4.iB50 B.O6 O86 3.5192 0.14fi6 0.119] 12.29 1.14 t00 241 0.00 A d 38 10.0 0.17 0.65 0.711 0.72 0.00 0.72 0.0700 0.0200 2.0 0,0833 4.1850 4.09 0,94 3.5t92 0.1466 0.15]8 9.14 1.17 1.D0 0.72 0.00 16 3B 12.0 O.iD 0.75 0.143 0.3! O.OD 003 0.0700 0.0200 2:0 0.0833 4.1850 4.50 0.f2 3.5182 0.1466 0.1505 f0.12 1.1E 1.00 OG3 0.l%1 10 3B 10.0 0.11 0.75 0.063 0.54 0.00 0.54 0.12W 0.0200 20 0.0833 4.1850 3.3t 0.98 3.5192 0.14fi6 0.163] 9.15 1.09 t.00 054 0.00 t08 38 11.0 0.30 0.75 0.225 1.46 0.00 t.46 0.1200 0.0200 2.0 00833 4.1650 4.B! 0.09 3.5192 0.14fi6 O.t505 i0.67 1.09 LDO 146 0:00 12 3B 8.0 0.05 0.80 0.075 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 D.99 3.5192 0.1466 0.1652 7.tf 1,15 tD0 0.29 0.00 10 3B f0.0 0.22 0.75 O.teS t07 O.OD t.07 0,0300 0.0200 2.0 0.0833 4.1850 5.57 DO! 35192 0.1466 0.1448 !.'r0 1.15 1.00 t.0] 0.00 1EB 3B 8.0 0.14 0.75 0.105 0.68 0.00 063 0.0300 0,0200 2.0 0.0833 4.1850 4.70 09D 35192 0.14fi6 0.1520 8.°.3 1.75 1.00 0. 8 000 6 1B B 0.75 0.735 D.8 0.00 . 20 0.0833 4.1 3J0 D95 35192 0.14fi6 0,1593 11.44 1.0! t.DO 0.88 0.00 3 12.0 0.18 8 0.6E 0,1200 0 0 0 2.0 650 2G 3B 10.0 0.05 0.75 0.008 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 OB9 3.6192 0.14fi8 O.1fi52 917 1.20 t00 044 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 O.t20D 0.0200 2.0 0.0833 4.1650 2.80 09B 3.St92 0,1466 0.7652 7.13 1.06 t00 0.34 0.00 24 3B .0 0.05 090 0.075 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1850 4.14 0,9! 35192 0.14fi6 0.1564 3.15 1.13 t.00 0.29 0.00 0 2d 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0,0109 0.0200 2.0 0.0833 4.1850 5.37 0.86 3.5192 0.14fi6 0.7467 495 1.21 t.00 0:58 0.00 BE 38 12.0 0.1E 0.65 0.105 O.SB 0.00 0:61 0.1200 0:0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.14fi6 0.1822 10.14 1.18 t.00 0.88 0.00 30B 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.OB 0.9! 3.5192 0.1466 0.1593 11.44 1.0! i.DO 0.88 0.00 32 3B 10.0 0.14 D.65 0.091 059 D00 0.59 0.0620 0.0200 20 0.0833 4.1650 389 0.08 3.5192 01466 0.160a l.14 1.18 1.00 0.59 0.00 3tB 38 10.0 0.10 0.]5 0.120 0.78 0.00 0.78 0.0820 0.0200 2:0 0.0833 4.1850 4.09 0.94 3.5192 0.14fi6 0.151f 9.17 1.02 1,00 0.78 0.00 {6 3B 0.10 0.75 .49 0.00 0.49 0.0411 0.0200 2. 0.0833 4.1850 3.Et 95 3.5192 0.1486 0.7593 l.t6 1.23 t Od .49 0.00 B.0 0.075 D 0 0 0 !W 36 6.0 0.03 0.75 0.008 0.44 0.00 D44 0.0212 0.0200 2.0 0.0833 4.1850 4A! 09! 3.5192 0.1468 0.1593 1: v1 1.03 1.00 0.44 0:00 40 38 8.0 0.14 0.80 0.112 0.76 0.00 0.7{ 0.0222 0.0200 2.0 0.0833 4.1850 5.10 O.BB 3.St92 0.14fi6 0.7490 l.14 1.21 1.00 0.73 0.00 41 3B 8.0 0.15 0.00 O.t20 0.78 0.00 0]e 0.0189 0.02D0 2.0 0.0833 4.1650 5.4Z 0.88 35192 0.14fi6 0.1461 8.l3 1.22 1.00 0.78 0.00 , 4E 36 D.0 0.06 0.75 O.WS 029 0.00 0.29 0.0109 9.02D0 2.0 0.0833 4.1850 4.14 0.9! 3.5192 0.1466 0.1564 3..5 1.13 t.DO D.29 0.00 4B 3B 0 0.15 0.65 0.098 0.6! 0.00 063 0.0109 0. 20 2.0 D,0833 4.1650 5.53 D.ae 3.5192 0.1486 D.1446 !.5 i17 1.00 0.53 0.00 6. 0 0 1 50 38 8.0 0.18 075 0.135 0.86 0.00 0.88 0.0300 0.0200 2.0 0,0833 4.1650 5.17 O,OB 3.5792 0.1466 0.1490 7.l5 1A2 100 0.88 0.00 !2 3B 12.0 0.20 0]5 0.183 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1850 513 0.{7 3.5192 0.1466 0.1446 10.39 1.15 t.00 1.17 000 50 36 11.0 0.52 0.65 0.338 220 0.00 2.20 O.D500 0.0200 2.0 0.0833 4.1880 6.62 077 3.5192 0.1486 0.7329 10.42 1.11 1.00 2.20 0.00 5B 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 7.64 1.14 t00 0.54 0.00 6E 3B 10.0 0.10 0,75 0.075 0.49 0.00 0.49 07200 0.0200 2:0 0.0833 4.1650 3.2f 0.99 3.5192 0.1486 0.7852 9.15 1.14 t.00 0.49 O.IMf 62 3B 10.0 0.13 0]5 0.098 0.6! 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1850 3.53 O.B7 3.5192 0.14fi6 07622 9.Y7 1.07 t00 0.63 0.00 68 3B 10.0 0.11 0]5 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0,0833 4.1650 3.3t D.9B 3.5192 0.14fi6 0.1837 9.15 1.09 1.00 0.54 0.00 OS 3B D.0 0.62 0.90 0.018 0.12 0.00 0.12 OA300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0,1652 3.57 1.2E t00 O.t2 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 O:SB O.d200 0.0200 2.0 0.0833 4.1650 4.7D 0.9D 3b192 0,1466 0.1520 l.95 1.03 t.00 0.58 D00 81 38 8.0 0.14 O65 0.091 0.59 0.00 O.SB O.d200 0-02D0 2.0 0,0833 4.1650 4.Bt O.BD 3.5192 0,14fi6 0.1520 l.13 1.03 1,00 0.59 0.00 04 38 8.0 0.14 065 0.091 0.58 0.00 059 0.059E 0.02D0 2.0 0.0833 4.1850 3.0! 0.97 3.St92 0.14fi6 0.1622 7./7 1.03 1,00 0.59 0.00 96 3B 12.0 0.20 0.65 0.136 O.bt 0.00 D.85 0.0991 0.0200 2.0 0,0833 4.1650 4.07 0.95 3.5192 0,1486 0,1593 10.63 1.13 1.00 0.85 0.00 92 3B 10.0 0.1t 0.65 0.072 0.40 0.00 0.40 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.90 3.St92 0.1466 0.7637 9.W 1.23 1.00 0.40 0.00 94 38 8.0 0.12 0.85 0.07i 054 000 O51 0.0643 OA200 2.0 0.0833 4.1650 3:6! 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0.51 000 C6 3B 12.0 0.06 0.l0 0228 t.46 0.00 146 0.0460 O.OZ00 2.0 0.0833 4.1850 5.78 0.04 35192 0.14fi6 0.1432 11.34 1.06 t.00 1.46 O.OD 98 38 12.0 0.38 0.80 0.228 146 0.00 t48 0.0392 0.0200 2.0 0,0833 4.1650 5.9H D78 3.St92 0.1466 D.1344 11.29 1.06 1.00 1A8 0.00 1 i�4 38 8.0 O.iG 0.70 0.735 0.80 000 O: JO 0.0189 0,0200 2.0 0.0833 4.1650 5.00 0.85 3.5192 0.1466 0.1446 6.92 1.16 t.00 0.8 D.OD a 114 3B 1E.0 1.0 0.l0 0.515 3.35 0.00 335 0.0215 0.0200 2.0 0.0833 4.1850 9.E9 0.62 351 2 0.1466 0.1109 14.89 L07 1.00 335 0a10 3 - for inlets d ini to to er facilities, where overland ow to facilities is of awllable 100°k capture is uire a 6.5iNhr INLETS IN SUMP,. DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensely 4.00 (Intensity is 4 iNhr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � v m 6 � c a �. & N � O fi C o Yq 0�U D N Jq O W m p � r � � N ? S m. � v W � O e O ,- 9 P c' � N L � 'E � � - a ti � a o o' vi . in 3 Hs 1= - v � F len o.77 0.75 o.1ze o.51 o.oD Ds1 D.001n o.ozoo z.o o.oaoD 1.0000 7De rpm D{s D.7s ouzo RE o.ao o.te D.0010 a.oz°0 z,o 0.o2.oD 1.os°D z6D 2 3C 10.0 conbined lbw 1.0 0.10 0.210 5.00 lelt 0.05 0.75 0.038 0.15 0.00 0,15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right O.OG 075 0.030 0.15 0.00 0.1{ 0.0010 0.0200 2.0 0.0200 1.0000. 5.04 8 3C BA cOrrbine0 flow 0.3 DO6 0124 285 left 0.04 0.85 Doze 0.1a 0.00 0.1c 0.0010 0.0200 2.0 0.0833 4.7fi5o 4.39 rlghl 0.05 0.65 0.020 OAS 0.00 O,i�E 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C B.0 combined flow 0.2 DOa 0.089 2.04 left O.D6 0.fi6 O.b39 0.16 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.0000 5.42 fight O.Ofi 0.85 0.039 0.18 0.00 0.18 D.0010 a.ozoo 2.0 0.0200 1.0000 5.12 20 3C 8.0 confined now 0.3 0.06 0.128 4A2 left O.Ofi 0.85 0.039 0.16 p00 0.1fi 0.0010 D0200 2.0 0.0200 10000 5.12 right D.D7 0.fi5 0.046 OA8 0.00 0.1e 0:0010 0.0200 2.0 0.0200 1.0000 642 58 3C 6.0 combined now 0.3 0.06 0.135 3.08 left O.OQ 0:65 0,039 023 0.00 0.23 O.OmO OA200 2.0 00200 10000 5.86 right 0.0! 0.65 D.039 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.98 58B 3C 6.0 cOrrbined row 03 D.07 0.14] 3.38 left DAt 0.75 0.068 027 D00 D2] 0.(1010 0-0200 2.0 0.0200 1.0000 6.29 dgfil 0.16 0]5 0.03D 0.36 D.00 0.36 0.0010 0.02D0 2.0 0.0200 1.0000 7.00 70 3C 6.0 conbbed flow 0.6 0.08 0.13C 4.t2 left 0.04 0.75 0.03D 0.12 0.00. 0,12 D.0010 0.0200 2.0 O.OZ00 1.0000 4.64 rght D.Ofi 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 corbined flow 0.3 0.06 OA24 2.85 IMt 0.18 0.65 0.117 0.47 0.00 D47 0.0010 0.0200 2.0 00100 1.0000 772 light 0.1e a6s o.m o.47 o.oD Dal o.001D a.OzaD 2:0 o.D2oo 1 ocda z72 702 3C f0.0 combined lbw OS 0.1E 0.21E 4.82 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6:50 (Intensity is 4 iNhr for spread, and 8.6 in/hr for capacity and depth) Meanings Coefficient, n is 0.013 Inlet Hydriii ology Curb and Gutter Inlet � 3 a Z � v c m s � 8 a � a 1°�a" c g � o �+? N 4 a � � u $ '0 p3 � $ 3 $ iv � y}� � j 5 Y � 'o R fll o, C [� � C .9 0 N .B (4 'i V ''C - ?C` o W `� � � 'm 3 A u � � °i $Y � Zi u � II ° X yy d tEbq LL � G U U O O O N vl �i N � F W p N N J J LLt O O 26 38 8.0 0.13 0.75 0.098 06! OAO 063 04200 0,0200 2.0 0.0833 4.1650 4.94 0,09 3.5192 0,1466 0:1505 l.43 0.99 1.00 0.63 0.00 4 3B 8.0 0.06 0]5 0.075 0.28 0.00 0.28 0.0500 O.OZ00 2.0 0.0833 4.1850 3.17 D.BB 3.5192 D14fi6 0.1652 l.13 1.17 t.00 0.29 O.OD 6B 3B 1 0 0.7d 0.l0 OJ73 261 0.00 241 0.0210 0.020tl 2D 0.0833 4.iB50 B.O6 O86 3.5192 0.14fi6 0.119] 12.29 1.14 t00 241 0.00 A d 38 10.0 0.17 0.65 0.711 0.72 0.00 0.72 0.0700 0.0200 2.0 0,0833 4.1850 4.09 0,94 3.5t92 0.1466 0.15]8 9.14 1.17 1.D0 0.72 0.00 16 3B 12.0 O.iD 0.75 0.143 0.3! O.OD 003 0.0700 0.0200 2:0 0.0833 4.1850 4.50 0.f2 3.5182 0.1466 0.1505 f0.12 1.1E 1.00 OG3 0.l%1 10 3B 10.0 0.11 0.75 0.063 0.54 0.00 0.54 0.12W 0.0200 20 0.0833 4.1850 3.3t 0.98 3.5192 0.14fi6 0.163] 9.15 1.09 t.00 054 0.00 t08 38 11.0 0.30 0.75 0.225 1.46 0.00 t.46 0.1200 0.0200 2.0 00833 4.1650 4.B! 0.09 3.5192 0.14fi6 O.t505 i0.67 1.09 LDO 146 0:00 12 3B 8.0 0.05 0.80 0.075 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 D.99 3.5192 0.1466 0.1652 7.tf 1,15 tD0 0.29 0.00 10 3B f0.0 0.22 0.75 O.teS t07 O.OD t.07 0,0300 0.0200 2.0 0.0833 4.1850 5.57 DO! 35192 0.1466 0.1448 !.'r0 1.15 1.00 t.0] 0.00 1EB 3B 8.0 0.14 0.75 0.105 0.68 0.00 063 0.0300 0,0200 2.0 0.0833 4.1850 4.70 09D 35192 0.14fi6 0.1520 8.°.3 1.75 1.00 0. 8 000 6 1B B 0.75 0.735 D.8 0.00 . 20 0.0833 4.1 3J0 D95 35192 0.14fi6 0,1593 11.44 1.0! t.DO 0.88 0.00 3 12.0 0.18 8 0.6E 0,1200 0 0 0 2.0 650 2G 3B 10.0 0.05 0.75 0.008 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 OB9 3.6192 0.14fi8 O.1fi52 917 1.20 t00 044 0.00 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 O.t20D 0.0200 2.0 0.0833 4.1650 2.80 09B 3.St92 0,1466 0.7652 7.13 1.06 t00 0.34 0.00 24 3B .0 0.05 090 0.075 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1850 4.14 0,9! 35192 0.14fi6 0.1564 3.15 1.13 t.00 0.29 0.00 0 2d 3B 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0,0109 0.0200 2.0 0.0833 4.1850 5.37 0.86 3.5192 0.14fi6 0.7467 495 1.21 t.00 0:58 0.00 BE 38 12.0 0.1E 0.65 0.105 O.SB 0.00 0:61 0.1200 0:0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.14fi6 0.1822 10.14 1.18 t.00 0.88 0.00 30B 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.OB 0.9! 3.5192 0.1466 0.1593 11.44 1.0! i.DO 0.88 0.00 32 3B 10.0 0.14 D.65 0.091 059 D00 0.59 0.0620 0.0200 20 0.0833 4.1650 389 0.08 3.5192 01466 0.160a l.14 1.18 1.00 0.59 0.00 3tB 38 10.0 0.10 0.]5 0.120 0.78 0.00 0.78 0.0820 0.0200 2:0 0.0833 4.1850 4.09 0.94 3.5192 0.14fi6 0.151f 9.17 1.02 1,00 0.78 0.00 {6 3B 0.10 0.75 .49 0.00 0.49 0.0411 0.0200 2. 0.0833 4.1850 3.Et 95 3.5192 0.1486 0.7593 l.t6 1.23 t Od .49 0.00 B.0 0.075 D 0 0 0 !W 36 6.0 0.03 0.75 0.008 0.44 0.00 D44 0.0212 0.0200 2.0 0.0833 4.1850 4A! 09! 3.5192 0.1468 0.1593 1: v1 1.03 1.00 0.44 0:00 40 38 8.0 0.14 0.80 0.112 0.76 0.00 0.7{ 0.0222 0.0200 2.0 0.0833 4.1850 5.10 O.BB 3.St92 0.14fi6 0.7490 l.14 1.21 1.00 0.73 0.00 41 3B 8.0 0.15 0.00 O.t20 0.78 0.00 0]e 0.0189 0.02D0 2.0 0.0833 4.1650 5.4Z 0.88 35192 0.14fi6 0.1461 8.l3 1.22 1.00 0.78 0.00 , 4E 36 D.0 0.06 0.75 O.WS 029 0.00 0.29 0.0109 9.02D0 2.0 0.0833 4.1850 4.14 0.9! 3.5192 0.1466 0.1564 3..5 1.13 t.DO D.29 0.00 4B 3B 0 0.15 0.65 0.098 0.6! 0.00 063 0.0109 0. 20 2.0 D,0833 4.1650 5.53 D.ae 3.5192 0.1486 D.1446 !.5 i17 1.00 0.53 0.00 6. 0 0 1 50 38 8.0 0.18 075 0.135 0.86 0.00 0.88 0.0300 0.0200 2.0 0,0833 4.1650 5.17 O,OB 3.5792 0.1466 0.1490 7.l5 1A2 100 0.88 0.00 !2 3B 12.0 0.20 0]5 0.183 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1850 513 0.{7 3.5192 0.1466 0.1446 10.39 1.15 t.00 1.17 000 50 36 11.0 0.52 0.65 0.338 220 0.00 2.20 O.D500 0.0200 2.0 0.0833 4.1880 6.62 077 3.5192 0.1486 0.7329 10.42 1.11 1.00 2.20 0.00 5B 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 7.64 1.14 t00 0.54 0.00 6E 3B 10.0 0.10 0,75 0.075 0.49 0.00 0.49 07200 0.0200 2:0 0.0833 4.1650 3.2f 0.99 3.5192 0.1486 0.7852 9.15 1.14 t.00 0.49 O.IMf 62 3B 10.0 0.13 0]5 0.098 0.6! 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1850 3.53 O.B7 3.5192 0.14fi6 07622 9.Y7 1.07 t00 0.63 0.00 68 3B 10.0 0.11 0]5 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0,0833 4.1650 3.3t D.9B 3.5192 0.14fi6 0.1837 9.15 1.09 1.00 0.54 0.00 OS 3B D.0 0.62 0.90 0.018 0.12 0.00 0.12 OA300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0,1652 3.57 1.2E t00 O.t2 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 O:SB O.d200 0.0200 2.0 0.0833 4.1650 4.7D 0.9D 3b192 0,1466 0.1520 l.95 1.03 t.00 0.58 D00 81 38 8.0 0.14 O65 0.091 0.59 0.00 O.SB O.d200 0-02D0 2.0 0,0833 4.1650 4.Bt O.BD 3.5192 0,14fi6 0.1520 l.13 1.03 1,00 0.59 0.00 04 38 8.0 0.14 065 0.091 0.58 0.00 059 0.059E 0.02D0 2.0 0.0833 4.1850 3.0! 0.97 3.St92 0.14fi6 0.1622 7./7 1.03 1,00 0.59 0.00 96 3B 12.0 0.20 0.65 0.136 O.bt 0.00 D.85 0.0991 0.0200 2.0 0,0833 4.1650 4.07 0.95 3.5192 0,1486 0,1593 10.63 1.13 1.00 0.85 0.00 92 3B 10.0 0.1t 0.65 0.072 0.40 0.00 0.40 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.90 3.St92 0.1466 0.7637 9.W 1.23 1.00 0.40 0.00 94 38 8.0 0.12 0.85 0.07i 054 000 O51 0.0643 OA200 2.0 0.0833 4.1650 3:6! 0.97 3.5192 0.1466 0.1622 7.45 1.07 1.00 0.51 000 C6 3B 12.0 0.06 0.l0 0228 t.46 0.00 146 0.0460 O.OZ00 2.0 0.0833 4.1850 5.78 0.04 35192 0.14fi6 0.1432 11.34 1.06 t.00 1.46 O.OD 98 38 12.0 0.38 0.80 0.228 146 0.00 t48 0.0392 0.0200 2.0 0,0833 4.1650 5.9H D78 3.St92 0.1466 D.1344 11.29 1.06 1.00 1A8 0.00 1 i�4 38 8.0 O.iG 0.70 0.735 0.80 000 O: JO 0.0189 0,0200 2.0 0.0833 4.1650 5.00 0.85 3.5192 0.1466 0.1446 6.92 1.16 t.00 0.8 D.OD a 114 3B 1E.0 1.0 0.l0 0.515 3.35 0.00 335 0.0215 0.0200 2.0 0.0833 4.1850 9.E9 0.62 351 2 0.1466 0.1109 14.89 L07 1.00 335 0a10 3 - for inlets d ini to to er facilities, where overland ow to facilities is of awllable 100°k capture is uire a 6.5iNhr INLETS IN SUMP,. DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensely 4.00 (Intensity is 4 iNhr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � v m 6 � c a �. & N � O fi C o Yq 0�U D N Jq O W m p � r � � N ? S m. � v W � O e O ,- 9 P c' � N L � 'E � � - a ti � a o o' vi . in 3 Hs 1= - v � F len o.77 0.75 o.1ze o.51 o.oD Ds1 D.001n o.ozoo z.o o.oaoD 1.0000 7De rpm D{s D.7s ouzo RE o.ao o.te D.0010 a.oz°0 z,o 0.o2.oD 1.os°D z6D 2 3C 10.0 conbined lbw 1.0 0.10 0.210 5.00 lelt 0.05 0.75 0.038 0.15 0.00 0,15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right O.OG 075 0.030 0.15 0.00 0.1{ 0.0010 0.0200 2.0 0.0200 1.0000. 5.04 8 3C BA cOrrbine0 flow 0.3 DO6 0124 285 left 0.04 0.85 Doze 0.1a 0.00 0.1c 0.0010 0.0200 2.0 0.0833 4.7fi5o 4.39 rlghl 0.05 0.65 0.020 OAS 0.00 O,i�E 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C B.0 combined flow 0.2 DOa 0.089 2.04 left O.D6 0.fi6 O.b39 0.16 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.0000 5.42 fight O.Ofi 0.85 0.039 0.18 0.00 0.18 D.0010 a.ozoo 2.0 0.0200 1.0000 5.12 20 3C 8.0 confined now 0.3 0.06 0.128 4A2 left O.Ofi 0.85 0.039 0.16 p00 0.1fi 0.0010 D0200 2.0 0.0200 10000 5.12 right D.D7 0.fi5 0.046 OA8 0.00 0.1e 0:0010 0.0200 2.0 0.0200 1.0000 642 58 3C 6.0 combined now 0.3 0.06 0.135 3.08 left O.OQ 0:65 0,039 023 0.00 0.23 O.OmO OA200 2.0 00200 10000 5.86 right 0.0! 0.65 D.039 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.98 58B 3C 6.0 cOrrbined row 03 D.07 0.14] 3.38 left DAt 0.75 0.068 027 D00 D2] 0.(1010 0-0200 2.0 0.0200 1.0000 6.29 dgfil 0.16 0]5 0.03D 0.36 D.00 0.36 0.0010 0.02D0 2.0 0.0200 1.0000 7.00 70 3C 6.0 conbbed flow 0.6 0.08 0.13C 4.t2 left 0.04 0.75 0.03D 0.12 0.00. 0,12 D.0010 0.0200 2.0 O.OZ00 1.0000 4.64 rght D.Ofi 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 corbined flow 0.3 0.06 OA24 2.85 IMt 0.18 0.65 0.117 0.47 0.00 D47 0.0010 0.0200 2.0 00100 1.0000 772 light 0.1e a6s o.m o.47 o.oD Dal o.001D a.OzaD 2:0 o.D2oo 1 ocda z72 702 3C f0.0 combined lbw OS 0.1E 0.21E 4.82 INLETS IN SUMP,. DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensely 4.00 (Intensity is 4 iNhr far spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � v m 6 � c a �. & N � O fi C o Yq 0�U D N Jq O W m p � r � � N ? S m. � v W � O e O ,- 9 P c' � N L � 'E � � - a ti � a o o' vi . in 3 Hs 1= - v � F len o.77 0.75 o.1ze o.51 o.oD Ds1 D.001n o.ozoo z.o o.oaoD 1.0000 7De rpm D{s D.7s ouzo RE o.ao o.te D.0010 a.oz°0 z,o 0.o2.oD 1.os°D z6D 2 3C 10.0 conbined lbw 1.0 0.10 0.210 5.00 lelt 0.05 0.75 0.038 0.15 0.00 0,15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right O.OG 075 0.030 0.15 0.00 0.1{ 0.0010 0.0200 2.0 0.0200 1.0000. 5.04 8 3C BA cOrrbine0 flow 0.3 DO6 0124 285 left 0.04 0.85 Doze 0.1a 0.00 0.1c 0.0010 0.0200 2.0 0.0833 4.7fi5o 4.39 rlghl 0.05 0.65 0.020 OAS 0.00 O,i�E 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C B.0 combined flow 0.2 DOa 0.089 2.04 left O.D6 0.fi6 O.b39 0.16 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.0000 5.42 fight O.Ofi 0.85 0.039 0.18 0.00 0.18 D.0010 a.ozoo 2.0 0.0200 1.0000 5.12 20 3C 8.0 confined now 0.3 0.06 0.128 4A2 left O.Ofi 0.85 0.039 0.16 p00 0.1fi 0.0010 D0200 2.0 0.0200 10000 5.12 right D.D7 0.fi5 0.046 OA8 0.00 0.1e 0:0010 0.0200 2.0 0.0200 1.0000 642 58 3C 6.0 combined now 0.3 0.06 0.135 3.08 left O.OQ 0:65 0,039 023 0.00 0.23 O.OmO OA200 2.0 00200 10000 5.86 right 0.0! 0.65 D.039 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.98 58B 3C 6.0 cOrrbined row 03 D.07 0.14] 3.38 left DAt 0.75 0.068 027 D00 D2] 0.(1010 0-0200 2.0 0.0200 1.0000 6.29 dgfil 0.16 0]5 0.03D 0.36 D.00 0.36 0.0010 0.02D0 2.0 0.0200 1.0000 7.00 70 3C 6.0 conbbed flow 0.6 0.08 0.13C 4.t2 left 0.04 0.75 0.03D 0.12 0.00. 0,12 D.0010 0.0200 2.0 O.OZ00 1.0000 4.64 rght D.Ofi 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 corbined flow 0.3 0.06 OA24 2.85 IMt 0.18 0.65 0.117 0.47 0.00 D47 0.0010 0.0200 2.0 00100 1.0000 772 light 0.1e a6s o.m o.47 o.oD Dal o.001D a.OzaD 2:0 o.D2oo 1 ocda z72 702 3C f0.0 combined lbw OS 0.1E 0.21E 4.82 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 625 615 610 6o5 e 595 • • 585 575 570 565 56o I&I 545 4491 535 IMB 525 r� \ 39 PROPOSED 8" 22.51 BEND \ 3zA 1.2' 35 TIE-IN TO EXISTING 12" DI WATERLINE 1 WITH PROPOSED 12"x8" T.S.&V. I PROPOSED 8" CL. SI D.I. WATERLINE 4.6' I 3.5 III � 41MIN 11 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS \\ FILL (TYP.) / PROPOSED 8"x6" TEE (1) - 8" G.V., (i) - 6" G.V. MATCHLINE - SEE THIS SHEET 50 POSED SANITARY SEWER SED FIRE I BLY WITH VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FELT ) 1 inch = fL. HORIZONTAL GRAPHIC SCALE 0 25: 50 100 IN FEET ) 1 inch = �W ft. VDOT STD. CD-1 PROPOSED VDOT STD. 200 0 'ROPOSED 8"x8" TEE (3) - 8" G.V. PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6"TEE PROPOSED 8" CL. 52 D.I. WATERLI GRADE PVI STA: 11+24-33 TH PVI ELEV: 629.09 ODD K: 12.5o LVC:12S.00 O 635 000 m w ° SCOTT R. LINS7 TIE-IN U Lic. No. 035791 TO EXISTING AVON ST. EXT. � m 00 N + n + w STA. io+oo, ELEV=631.58 0 � H � °p 05/05/20 o��SStONAL m m PROPOSED FIRE HYDRANT ? w 0'G' 630 ASSEMBLY WITH 8"x6" TEE PROPOSED VDOT STD. CD-i 00% - I \ N 0 625 \ � 39 PROPOSED 8" 22.5° BEND w W 12 620 35 32A z w w 0 0 TIE-IN TO EXISTING 12" DI WATERLINE 1 = W F F WITH PROPOSED 12"x8" T.S.&V. Ln r Z Z p p Z PROPOSED 8" CL. 5I D.I. WATERLINE o o o 06 06615 4.6' O U U zz 3 5' O II U m m tail 0 0 MIN. V �"� w Ln ¢ ¢ u cJ w J Of Cr W W H Z .a. a a 0� cc 610 41' r o Z > o z o o W jLu oc w a a PROPOSED SANITARY SEWER _ ' ROPC w/ w w w t SERVICE LATERAL CROSSINGS \ / 3 5 `L o 0 \\ FILL (TYP.) 11' U') Lf) 605 \ / Lu Lu O 30A \ PROPOSED 8"x6" TEE 6' 600 (1) - 8" G.V., (1)- 6" G.V. MA CHLINE - SE THIS SHEE PROPOSED SANITARY SEWER CROSSIN _ _ W a% o N 0 r'j 0595 fn p CD W1 f 00 d ^ O !. HO HO f .--I N O 0 10 LO IDD m 10 1N0 L00 10 1D l00 ID LD ko 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 3 m 0 N Ln w v V co Cm 1 PVI STA:17+( PVIELE :54 K:3 .00 LVC So.c V W \ \ FILL (TYP.)�\1.2' \ 1oA \ 3 5' 1 \ MIN. \ VDOT STD. CD-i SED FIRE HYDRANT BLY WITH 8"x6"TEE PVI STA: i PVI ELEV: K: 26, o } ni m In n� + m V U �m w 00LJ PVI STA: zo+91.50 PVI ELEV: 532.76 K: 2.50 XISTING GRADE LVC: io.00 m OW PT. STA: 20+91.51 + LOW-PT€t — O tD LD Ln m 00 ~ UI \ 00 M + n n M V Zuw \ Nw w o > ca Ln > \ m w ?i \ TIE-IN TO EXISTING z m \ SCOTTSVILLE RD (RT 20} o 0 — \ STA. 21+31, ELEV=533.55 PROPOSED 8" IN -LINE G.V. \\ J +o LnT N a 1 �- 0 ° Ln a 3�7' \\ Ln- w mm�� PROPOSED 8"x8" TEE 55 (3) - 8" G.V. TJ / 2A PROPOSED VDOT STD. C ti Co rM 570 _ m N z C7 � Q 565 W rn J �- C\I CV 0 W Q > O Lu 56o Lu J 7, _1 J_ LL ® > Q 555 � LIJ z � 0 LL LV z O _ J 550 _ (D uJ U Q Q W Y J 545 LLI > 06 U) J Q O 540 Lu = - C z 535 F W i--i V / Q CD 530 C) IROPO$ED VDOT STD. CD-1 0 O ED VDOT STD, CD-2 PROPOSED SANITARY SEWER CROSSIN ly - 525 10 00 "t 00 Ln It O 00 n ^ H M H H 0' H O m H 01 H 00 H N H m H I. H � H 0 N N r` O1LD It H Ln 00 00 �,,� l0 ry Ol Ln H Ln H O H O Ol w �t Ln O O: 00 O CO N N LD O LD ^ O O 01 O O 00 O H O LD IY'1 O O 00 H S S 06 M W 0 H o6 1p S H Ln lD Ln M H 0) M ,,.1 N ,,.1 N N H N 0 N 0 H O 0 O 0 0) a) 00 01 I� '+ 00 r` 00 ^ l0 N ^ lD 1D In lD S S '+ �. .t _'t n 1n --t m m M M N M lD 10 lO 1O ID w 1D LD 1D w 10 lO t0 ID t0 Ln Ln t(1 Ln V1 V1 V1 Ln Ln L' Ln ,n V1 Ln Ln L,1 Ln 4!1 Ln u1 9+50 10+00 1o+5o 11+00 11+5o 12+00 12+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+So 17+00 17+So 18+oo 18+So 19+00 1g+5o 20+00 20+50 21+00 21+50 DAUPHIN DRIVE PROFILE PUBLIC ROAD - DESIGN SPEED = 25 MPH b w W CL (n JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 15 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 3' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 1L. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 620 PVI STA: 1o+15.00 PVI FI FV• F,m Ro 590 585 PVI STP):11+54.00 PVI EL V: 556.84 K- LVC:1 6-03 zo8.00 575 PVI STA: io+l5.00 PVI ELEV 554.06 K: 2.50 LVC: io.00 / LOW PT. STA: 1o+i5.o / LOW PT ELEV: S54.11 570 oH Ln N � / ov NU U'�m > w / EXISTING GRADE 565 m o w / o / o / H N 56o Z � R. 1. 6' PVI STA: 15+75.24 PVI ELEV: 577.96 K: z6.59 LVC: So.00 N 0) N o00 PVI STA:14+z3.98 `+" o Ln PVI ELEV: 583.83 u O u K:1z.o3 u m u w LVC:167.0o m W 590 00 HIGH PT. STA: 14+60.79 ,O1„ PVI STA:16+3S.24 HIGH PT ELEV: 581.49 o PVI STA: 1 +18.8 n 10 00 PVI ELEV: 576.76 7 7 lu K: 2.5o PVI ELEV: 575.69 u ~ u LVC: io.00 K: i5.00 > PROPOSED A.R.V. In > m 5 w L OW PT. STA: 16+35.24 LVC: 60.00 LOW -PT E585 L€V: 576.8-LOW T. STAa.7+18.87 -- PROPOSED GRADE LO PT ELEV: 575-99 / N to 0° N W O t0 O l0 rl Ol m rl It 00 N 00 N PROPOSED / PROPOSED 06 � 00 a VDOT STD. CD-1 3 8 VDOT STD. CD-1 Ln > .. > k .. w 58o 8i -mom w w u _m v w - 2.00% m w 3 5' -2.00 % \ MIN. \ � FILL (TYP.) 1\ 575 \ / PROPOS D VDOT STD. CD-3 PROPOSED VDOT STD. CD-2 FILL 65 PROPOSED SANITARY PROPOSED FIRE HYDRANT 1.2' (TYPO SEWER CROSSING ASSEMBLY WITH 8"x6" TEE 570 R IPOSED 8" IN -LINE G.V. Z w NOTE: SECTION OF O PROPOSED 8' x8"G E r LOYOLA WA SHALL BE A w w 8 (3) PRIVATE ROAD FROM STA. L^ F' ,^+ Lu 16+5o TO STA. WITH w > Q L L L g o o DESIGN SPE D OF 15PH. z a _� 565 U Z o Ln= `° LM CL z<~ii LLI Z) K 56o F / 3.5' ��PROPOSED SANITARY SEWER Lu > !/ MIN. gl ROPOSED 8" CL. 52 D.I. WATERLINE SERVICE LATERAL CROSSINGS Lu m� ZLu l 555 - m 555 PROPOSED 3.3 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE -z.00% / / VDOT STD. CD-2 / 83 550 / 2.6' 550 IROPOSED } PROPOSED SANITARY SEWER 8"x8" TEE SERVICE LATERAL CROSSINGS (3) - 6" G.V. PROPOSED 8" IN -LINE G.V. PROPOSED FIRE HYDRANT 545 ASSEMBLY WITH 8"x6" TEE 545 m w�. ra °D Hn 00 O OW w WH o m N o a rn m m m to 00 6 0 L6 o Ln Lm rl co 00 00 r-I Ln Ln Ln 10+00 10+50 11+00 li+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o 16+oo 16+50 17+00 17+50 18+00 LOYOLA WAY PROFILE PVI STA: io+go.00 PUBLIC ROAD - DESIGN SPEED = 25 MPH PVI ELEV 62o K: 3.31 PVI STA:12+30 00 LVC: io.00 PVI ELEV: 61o. 3 LOW PT. STA: io+36.6I K: 10.21 LOW PT ELEV: 607.871 LVC: io.00 XISTING GRADE 63.5 0 0 00 00 o 615 m & m .. N O + N O N O o iO o 1D PROPOSED N w N LW > o VDOT STD. CD-1 L u Ln >Ln m w \ L} m w m w 610 ROPOSED GRADE m 610 �'°% FILL (TYP.) - ° PROPOSED 3.5' MIN. 605 F VDOT STD. CD-2 605 Z > 1.4' O 1.6' 0 47 V Q ° o Lu ? ++ 4 0 Lu Lu + Ln N Ln a o �5 600 t� PROPOSED 6" go' BEND TO H >_ � Q FIRE HYDRANT ASSEMBLY Z a t-600 - -Z L a , � PROPOSED 8"x6" TEE (1) - 8" G.V., (1) - 6" G.V. PROPOSED 6" CL. 52 D.I. WATERLINE PROPOSED SANITARY SEWER 595 SERVICE LATERAL CROSSINGS 595 Ln N o 0) Ln 0 a N m 00 �� wID 9+50 10+00 10+50 11+00 11+50 12+00 12+So SHERIDAN STREET PROFILE PRIVATE ROAD - DESIGN SPEED = 25 MPH -55537 K: 12.02 LVC: 88.00 o° NVIGH PT. STA:10+5z.03o 6 THIGH PT ELEV: 555.16 u + o �� Ln + w .L n V v U + 1A > O U m N U W m > �Q w 56o zLn zlr PVI STA: 13+S5.00 p a PVI STA: 12+00.00 3:: PVI ELEV: 547.86 PVI ELEV540.11 K: 26.10 K: z6 67 PROPOSED VDOT STD. CD-1 U-)O LVC: 80.00 LVC:47.50 _ 555 0.50"/° z PROPOSED m 00 O A 0 - 8"x8" TEE N ^ (3) 8" G.V. n a + Ln + PROPOSED 8" G.V. FILL (TYP.) N N H Lu \ L%1 L V L� U V Lu m V 550 1.0' - m w XISTING GRADE PROPOSED TYPE A BLOW -OFF 4.0' PROPOSED GRADE I _6.s2°� 75 PROPOSED 545 VDOTSTD. CD-1 so- PROPOSED 6" CL. 52 D.I. WATERLINE 540 PROPOSED SANITARY SEWE 535 SERVICE LATERAL CROSSING 530 3.5' L PROPOSED 8I' CL. 52 D.I. WATERLINE L L i N r LOW o PVI ELEV: 537 u w Z K: 25.02 Ln nz LVC: ioo.oc w LOW PT. STA:15 z o 4 o-LOW PT ELEV: S PVI Rcr + a. 4 3 PVI ELEV: 8. o N il K' 2. .. U LVC: io.00 � V m OW PT. STA:14+ 0.65 PT ELEV: 53 .65 �l PROPOSED 00 m �co VDOT STD. CD-1 Nw + m HLU cn PROPOSED n > > w VDOT STD. CD-2 mm w � -2 O Lii U V > > w w 56o 555 550 > 545 Lu J J N a° Q � it v) 540 a Ln On -1.Oo% \ a.vv i" y I \ I` 2.00% \ FILL (TYP.) I PROPOSED VDOT STD. CD-2 \ A 535 26 1.3' PROPOSED 8"x8" TEE (3)-8"GV 0o m 'i 1n o N L� N ,,.� 0) rn H ,� m co✓1 N 0) 0) ei N m O LNn L°n L^ L°n vLn f 't 0�, 00 Ln LLnn `^ Ln Ln Ln ^ m m Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 BERWYN LANE PROFILE PRIVATE ROAD - DESIGN SPEED = 20 MPH 16+oo v 530 � PROPOSED TYPE A BLOW -OFF ASSEMBLY Lic. No. 035791 � 05/05/20 * ,1SIONAL E�Gl F z z � S ZZ o w w o o I O m m a F�1 w cn a Lail c a c Z H ` Lnz o 0 w w i j Ln Ln L Lu oc L Lu 7 00 N W m p N Ln .+ CD 00 m L9 z� ti M 00 Ci7 N z CIO Q � J W C) N 0 W N Q > O Lu zLLI _ in� J J_ J O > Q L9� z � I LLJ I—z O J z < �..� U Q ~ W Q Y J � x w LLI 1-4 \ W ul U) J Q W O Z w CO z J F �c Lu CD 0CD N G W W a L=n JOB NO. 182157 SCALE 111 = 501 SHEET NO. 16 m N o + O PVI STA:10+74.50 0 SCOTT R. LINS7� Ln PVI ELEV: 6o9.26 U Lic. No. 035791 � � K:5.z7 °p 05/05/20 wLVC: So.00 ZZ 0m °SSIONAL '6 m v � 615 Li�0)6�5Z o 0 PROPOSED z zz z W W U H H H H ul w w Z 0 Q g ai5 aif 0 L o o Z z ca U) L U = U U w Ln O O J Of cr J J Z < W W � cc tJ d d ^� O z C] W W W W m PVI El F :57 WLu wwaa w w a a W W V) U)Lu W .�-I CD N N p N O ti co CM Cf7 N M z Nt J W N 0 W N Q > O NOTE: ALL ROADWAY EMBANKMENT MATERIAL Z J SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 > Q lil INCHES IN THICKNESS BEFORE COMPACTION OVER Z Lu THE ENTIRE ROADBED AREA IN ACCORDANCE WITH Lli J LL VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 Lo � O O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN w AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL Z < SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER U 0 RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND W Q BRIDGE SPECIFICATIONS, SECTION 302.03G. Y J J O LI�J H�1 I..L. Lu NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. J z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. _ J 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM �— H4 30 SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & LLJ SANITARY SEWER MUST BE PROVIDED. LLI i co z J Lu �c Lu VERTICAL GRAPHIC SCALE a_ (n 5 ° 2.5 5 10 20 ( IN FEET ) O O N 1 inch = 5 £l. k0 LD LD Ln 0 HORIZONTAL GRAPHIC SCALE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 is+oo is+so 16+oo 16+5o 17+00 17+50 u 50 25 50 °° 200 PRIVATE ALLEY PROFILE W PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH 0 _ a to ( IN FEET ) JOB NO. 1 inch = 50 ft. 182157 SCALE 111 _ 50 1 SHEET N0. 17 �o �w �w \ Z= >°�° >w \ — � m W 610 �z"S % 610 v VDOT STD. CD-1 \ 605 \\ PVI STA: 13+85.00 60 5 � PVI ELEV: 573�78 K 545 LVC: zo.00 \ o � o 600 \\ � � � � �, 600 �w \ V / m W 595 � PVI STA: 13+ 6.38 595 K: 15.68 °o LVC: 57.50 m m \ � � 59p \ \ 1� m � ` � 590 , m >w W 585 0 � 585 =d �F z> 580 � � 580 W J Q V) � W } J 575 `� 575 0 FILL (TYP.) 57p ROPOSED GRADE 57p 565 565 560 EXISTING GRADE 0o 560 PVI STA: 6+48.00 PVI ELE : 54z.zz K:1 s3 LVC:1�o.00 °o � 555 � � „ M 55S �w �w > m m � W W z 55p ` z 55p N W m � 545 w 545 U Q l7 W H Y Q 54p 54p 535 535 58A 53p 53p Ol � .t � rl N N N N N V1 N N N Ol ^ .t � .Y � Ol � M � 1� 8 N � O M 'i ,..1 M O � 1p Ol � 1p W O O N f �? I� � n lO N ''I 1p � n in � M vl � Ol d � l0 .t M N S � Ol M M ,y O O O � � � ^ ^ � � � � � M \ ACSA GENERAL WATER & SEWER CONDITIONS m ,, j\ TH ODD i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 620 BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. _ O 2 N °N° \ JC 620 x G7 x 2 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND g x FILL (TYP.) / R y6e56�'SCOTT 2 2 /"`z0 R. LINS� O WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LL '^ O ° F — 2 O 20 / $ F U Lic. No. 035791 � LINES AND STRUCTURES, AS NECESSARY. ,^ Ln � O - ? p 6 o� LL �\ / 9y dpo 05/05/20 3. ALL MATERIALS CONSTRUCTION AND CONSTRUCTION SPECIFICATIONS SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND AS ADOPTEDBYTHEACSA. SEWER N 0 m m m0 `^� am °, 0 LL o m w m o MATCHLINE - SEE THIS SHEET ti 615 + A 2 o ry ro � N ' 3; 1p . 0) 615 SSIONnL E''G 4. DATUM 5. THE CONTRACTOR FOR ALL ELEVATIONS SHALL SHOWN IN NATIONAL GEODETIC SURVEY. BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-55z-7o01). a O ^ x > > Ln 0 i u~ ? ? = a '0 o ? 0) CO �^ H z p N m + ao Lm N ° w z O \ Q ¢ \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE &ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, g � z z _ _ = > > s Z Z _ > > Z Z / OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. g Ln g 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 610 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF \ JC �1° 610 \ THE LINE. ry�Q g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. e C 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE PROPOSED 6" WATERLINE CROSSING / �� �`< I JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 6o5 - 6o5 z z ROPOSED 8" WATERLINE CROSSING 47 \ o u 7 z 5 / 34' \ z z ~ ~ 600 3.3 600 Z Z 0 Q W W f o 1.1� ou ou 06 z 06 z 8" SDR z6 PVC O j..� cWn o 0 8" SDR-z6 8" SDR-z6 PVC LF PVC @ 0.59% 9 8.z6 LF Qa o.56% \// J a a J J 595 79.93 ✓ 66.89 LF Q 0.57% z o < z W a w a w oc w �595 ; w w / WLU oc wwaa m m '�c CeWW / o0 aLu a 590 590 in Ln W w It = / x 585 0 ° 585 LL� 0 0 / Ln w ° � (� p 580 Z 58o z �1 W .�-I N CD N \� �' •--I N C) 575 575 570 PROPOSED GRADE 570 ti \ M \ N 6 55 FILL (TYP) i 6 55 co z / C) LZ z XISTING \ ' GRADE 0) 560 56o N 0 r y i VERT CAL GR. PHIC CC LE w > O \ 555 y 5 0 25 5 10 20 555 z - UJI j:e Lu J J LL IN FEET ) I inch = Pt. ��`� I � Lli 550 N N " i HORIZONTAL GRAPHIC SCALE 550LL L9 _ _ y 50 0 25 50 100 200 0 1 ui 220 LW OW Lu 0) N N p m N .. iQQ=��i ( IN FE T ) Q I n 1 1 LLJ 545 °,� '�ti 00 _... / Inch = o It. 545 U a � } O N N Z Z by ix 0 xF2»> / 2v,Ezzz LLI a 00 1-4 540 0 0 0 635 DN J Z Do n j MH-9 U) J a nZ / STA:12+15.04 STA:13+1i.64o N = C g Ln _ :� > > E Z Z � 5 RIM:627.92 RIM:630.92 INV IN. 617.7o FROM MH-ig INV OUT. 6zz.gz TO MH-18 LLJ LJ 535 � INV OUT. 617.5o TO MH-17 630 U, — z NOTES: � H PROPOSED 8" WATERLINE CROSSING 2�5 1. ALL FILL TO BE PLACED AT 95%COMPACTION. J LL / 7.2' 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 625 LLB 530 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM Q� - SEWER & W/L AND i.5' OF SEPARATION SANITARY SEWER MUST BE PROVIDED. BETWEEN W/L & ,a V / \ Q \ NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 620 C.) O 525 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE N FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE y6QJ� k REQUIREMENTS FOR FILL (TYP.) / Et 6 �( y6e 9°I° CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT SPECIFICATIONS, SECTION 302 ROAD AND BRIDGE \ (6 6o y090�L 520 MATCHLINE - SEE THISSHEET 615 F n O W W W 0) ,y Ol m ^ It m N 1� H m 0 m m 00 kp rl Ln 'i ,n w m 0 OD lD 0 00 N �t co (n f tD a to JOB NO. D� f'1 m 00 0. d 1 6 4. 00 00 'D 6 N 0 N 00 0) � 0 �D w L'1 N 6 Ln `n m 'D 'D � � 182157 SCALE 0+00 1+00 z+oo 3+00 4+00 5+00 6+00 7+00 8+0o g+oo 10+00 11+00 12+00 13+00 111 _ 501 SHEET NO. 18 MH-i9 - MH-il PROFILE 595 595 56o MH-21 STA:5+19.21 RIM-rri. R� 56o INV IN. 545.78 FROM MH-23 MH-22 INV IN. S4S.78 FROM MH-22 STA:6+13.9 INV OUT. 54S.S8TO MH-20 RIM:SSS•So — INV OUT. S EXISTING GRADE 555 555 / PROPOSED E WATERLINE CROSSING 550 / N — 550 m N 75 00 / _ i.z' 22 O 00 / / ao 545 � N 00 545 N / 0)6 + Q M p00 IN N °, n Ln z z 0 N N Ln 2 F- > Q> vzo f 8" SDR-26 90.74 LF PVC Q 0.52% xag»> z z f / 540 i un F z l ROPOSED GRADE 54 0 — / 53 f/ PROPOSED 6" WATERLINE CROSSING z�T JL 6Q S° ��9 00 til 535 y F 535 ti09� — 56A 5 530 530 2.8' 811 DIP 525 22 .47 LF (al 0.51% 5�5 O 1n O 00 l0 ,^� n M W S 00 0Ln 0+00 1+00 2+00 3+00 4+00 MH-22- MH-zz PROFILE 5+00 6+oo i6.25TO MH-21 IN � ry N 590 590 _ O 0 0: CO U- ^ nco U- ^ N 1 x I� 0�1 Co 3 Ln O 585 ,� N; NZ � Ln 5 5 o =a2» _ >> �nazz L00 n —Z n"? / / \ ry V O PROPOSED GRADE i — — -_ 2 z 2 580 / / m 580 EXISTING GRADE / _ , / N N \ 0 PROPOSED YARD / LL o DRAIN CROSSING 575 / O N � 575 / to O O n V PROPOSED FOUNDATION/ / oo v"', r 00 ROOF DRAIN CROSSING f V Z O 2 F > > / In Z z 570 = N { 570 0° Q� O W 565 / n Q1 / m o m 0 S 565 ry - 8"DIP NNuz0 2 2 g f = Q :�- > > 8" DIP g4.47 LF 0.58% 00� 2v~iEzz sio.85 0, /0 LF Qa 57° // 56o 1 W 00 1 f 56o a, Ln ° '2; + 1' z LF H Z) N ^ z z O i PROPOSED YARD/ROOF >>> / DRAIN CROSSING 19�h1 g1„Wzzz / 555 555 / / / 6QJLoo�o I QRti 60 00 550 n 12" 550 2.9' C 8" SOR 2.51% F 545 ,,,aa�+` 545 540 540 W 0) O m N LO 0) ^ NN a Lcl �o Ln 00+ 00 00 w00 00 rl ofIn In In 0+00 50 1+00 2+00 3+00 4+00 MH-27 - MH-Z1 PROFILE VERTICAL GRAPHIC SCALE ( IN FEET' ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 25 50 100 ( IN FEET' ) 1 inch = 50 ft. 200 ACSA GENERAL WATER & SEWER CONDITIONS 5+00 6+00 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 3..5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. i. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7003.). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Lic. No. 035791 � 05/05/20 ZONAL z z W W 00 0 u U H H 0 0 w w ZO Q g 0 ai5 0 06 � oou oou z z Oo_ ccCID< < n 7 U V)O Z) U U O 0 J J J Of Cr I`--1 Z ti W a W a 0r cc o z o o W W W W / m m WLLI inc wwaa ce °` Ce Ce W 1 of W d in V) V) Of � ul z N N 17-4 00 w 00 ED m N O C) ti M CM O� N M N O 0) N N Lu J J Lli Q U LLI W LLJ Lu CO Lu Q O O C\I 0 O C!1 j:e Lu J EE Q O L 1 Lu Iw 3:V Q � J 1-1 a z J a w a En 182157 SCALE 111 _ 501 SHEET NO. 19 620 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 615 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 610 SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN 6o5 THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 600 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 595 • 585 575 570 565 56o 0 J 555 m M 0 00 Hp F 000 Ln Ln F nnM J O Ul ko 00 550 - r. u �. > m / Pn N 00 az Z 0 lD m 0 w lul -- 0 z / m `n W �- 0 F d>>> 00 OF LnFzzz 0 i0 F F F O F N -- u n N Ln Z F ID N D1 N m H /0m 0N mm rN+N m o� 545 o / s N 0 >D,�E��� d / `n`DOF cD MZZZZO \ u/ 0 O O 0 1.- a>>>>> 0Ln v) 0 0 D ul FZZZZZ N aY0 F In F 0 0 0 o n 0 0 0 0 p� M N F FFF m > 540 °o N ? Ln Z Z p O N co r, of Ln F a >> > 4.vi vi vif- Ln F Z Z z > m .. N z Z Z p PROPOSED -� F z_ z z z 8" WATERLINE 535 CROSSING TIE-IN TO SWM FACILITY INV OUT=527.25 525 520 RCP 2L.F 2•03% 69.03 3o" RCP 30-55 LF Qa o.82% RLr .86 LF @ 1.900 24" RCP 64.02 LF Qa i.670A FILL (TYP.) 26F�60 V 13y351 SANITARY SEWER CROSSI PROPOSED WATER SERVICE LATERAL CROSSINGS STR:20 VDOT STD. DI-3B (L=1o') TP=589.92 INV IN: 584 33 TO 22 INV IN: 585.67 TO YD6 INV OUT: 582.75 TO 18 STR:18 VDOT STD. DI-3B (L=12') TP=588.o8 INV IN: 58i.5o TO 20 INV OUT: 577.83 TO 16 io J_ V \ STR 1 VDOT STD DI- B (L-id) = a INV IN: 1303.75 1 u Kuur3 INV OUT: 6o1.33 TO 24 J� m M N N Q N a0 Ln 000 O o 0 0 p v 0 0w > r °D � F- 00N � Z Z 70 °m 0 ,J z z z 0 N NO V0 / °o , F O N o rw � > o vO1- Al F 0 E �p a11 » C �-7 / 1.4 � III PROPOSED WATEI SERVICE LATERAL p F- I CROSSINGS i - - y F O 000 i F 0 0 0 °4 15" RCP o H Ln° 0 u a D CP 159 S LF t7a 0.51 0 o ^ w � � ? 01L a.a6% m�ZZZ0 %4. 4 a»» N F Z Z z Z _ a.z MATCHLINE SEE THIS SHEET 15" RCP 1.2' 131.17 LF Qa 1o.67% I 2.0' /PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS FILL (TYP.) 'OPOSED WATERLINE EXISTING GRADE 'OFFING PROPOSED SANITARY SEWER 1 SERVICE LATERAL CROSSINGS d m LL p 00 N 00p �15" RCP / 1.1' 37-02 LF t7a 5.13% / 15" RCP i 15.67 LF l7a 1.6o% / 15" RCP 49.86 LF @ 2-47% L-PROPOSED SANITARY SEWER CROSSING 4 TP=577.33 0 INV IN: 569.5oTO26 H 00 , 1h Ca INV OUT: 568.75 TO 12 FO 0 NN �gV� N N N In > a Ln � F- cj O �Z ZZ 1'1 PROPOSED m a > > > z z z 8" WATERLINE Ln F CROSSING m fr 0 15" RCP o Epp � � 38.02 LF Qa 3.29% V) O O / m 0 NLn V / > O1vH 0 O w PROPOSED GRADE a > ` LnFz 0 / J / m / m am00 p �} 00 / O � F � 0 F N O M 0 'to M3 / > m v t > / Ln n �nF � Z Z Z D / '0+. zzzz Ln in ° a m w a o m kD A Ln 0+00 1+00 2+00 3+00 4+00 25" RCP 75-76 LF Qa 7.04% )POSED 8" WATERLINE CROSSI L24" RCP 27.79 LF Qa o.9o% 24" RCP 44-70 LF Qa 6.33% N O 00 00 do 5+00 6+00 STR-36 - UNDERGR Ln N N O 0) 7+00 OUND DETENTION 15" RCP 55.62 LF t7a 7.19% STR:26 VDOT STD. DI-3B (L=6') TP=6o8.4z INV IN: 6o1.75 TO 28 INV IN: 603.75 TO ROOFS INV OUT: 6o1.33 TO 24 m M N N Q N a0 V) O0 Oo O o 0 0 p v 0 aw >r o�� co W11 N Z Z m o ,F„ Hzzz/z Q N o No v~ 0 0 o , 0 N 0 nw > o a 1O-0 / C F a>> viFZZ/ CP 15' RCP / �37�oR LFl7a 15i67 LF l7a i.6o% 15" RCP 49.86 LF Qa 2-470/6 m N i '4 i u1 O O 8+oo PROFILE RTICAL (GRAPHIC (SCALE 1 FEET inc i = 5 ft HOTIZONT5AL GRAPHICS SCALE (I� FEET ) inc = 50 ft = I N M C°m O m 0 0 000 m M F O O '4 o nm0 0 u,w11tD F M mo mm� ranwZZp ,F z z z0 STR:28 VDOT STD. DI-3C (L=6') ') n - TP=6o8.25 r N Z Z INV IN: 602.io TO 30 F a >> O INV IN: 604.25 TO YD7 V) F z_ Z z - INV OUT: 602.00 TO 26 / PROPOSED 8" WATERLINE JCROSSING / 4.D °m ti PROPOSED WATER/00 H.G.L. p N o O N SERVICE LATERAL 000 mcx 0 CROSSINGS L F F F o i F V 0 0 � 15" RCP In > ^ °D H �5 RC 2.26°70 159 59 LF 0.51% m H Z Z Z p 74,04" @ z z z z _ 2.2 MATCHLINE - SEE THIS SHEET WATERLINE - I 15" RCP 131.17 LF Qa lo.67%0 I /PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS FILL(TYP.) i - EXISTING GRADE 11 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS .13% N o m F o 0 O 6 N M 00 W 20+00 11+00 12+00 620 U Lic. No. 035791 °p 06/16/20 615 SStONAL E�Gl` 610 605 ul z F z S 600 Z 0 a w w o I Oo cc U Ln m U) u N u z cn J d iyl 595 z o < z o_ o o_ 0 > w w i j m in in cc o 590 585 575 570 m 635 a M O Ln 0 Ol O N > 630 kD T�60 > I.Z 625 620 615 610 6o5 0 a a O 2 0 U O w Q � � o 00 00N CD N CD CD 00 00O O m O o N � O CD _ E 0 C L9 a U 0 Cn 0 ti M o 3 - 0) N 0 g z c a W^J^ � (] L� o m (n N 0 W N Q n �_ o Q > O W w J J J - > Q D L c z O` W ~ L93 O J UJ w Q / n = V w m (• WU 1 Y J Juj o C �- ~4 > E 0 ul > C J 7 W K w z z W z A v z - U z 0 J �c 0 W J � o a Q > C U O CCD D X S 595 W W O w a � JOB NO. 182157 SCALE 1„ - 501 13+00 SHEET NO. 20 m STR:68 VDOT STD. DI-36 (L=y') TP=576.17 INV IN: 570.27 TO 70 INV OUT: 570.17 TO 64 STR:64 VDOT STD. MH TP=574.67 580 INV IN: 569.67 TO 68 STR:7o VDOT STD. DI-3C INV IN: 568.77TO 66 TP=576.17 INV OUT: 568.67 TO 62 INV IN: 571.92 TO ROOFS INV OUT: 571.17 TO 68 575 __ 575 PROPOSED GRAD H.G.L. 570 570 2. RCP 28.48 LF t7a 3.16% 15" RCP 565 15-79 LF @ 3-17% 565 / FILL (TYP.) XISTING GRADE 56o 56o O F �o ^ 0+00 STR-70 - STR-64 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION.. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND z.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF y' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 56o EXISTING GRAD STR:56 VDOT STD. DI-3C (L=6') TP=938.o8 - INV IN: 531.02 TO 56B INV IN: 531.02 TO 58 INV IN: 533.83 TO YD11 INV OUT: 530.9 z TO 6 540 H.G.L.- 535 PROPOSED 8" WATERLINE CROSSING 530 Pi 525 00 n, 0 0 545 Nr 0 p > m n ^ ^� M 0 540 Ln 535 -PROPOSED GRADE 530 1S"RIP 43.7o LF Qa 0.53% 20POSED SANITAR) � N rl 00 m m Ln 0+00 STR-56B - STR-56 PROFILE 0 0o O L H Ln STR:58 VDOT STD. DI.3B (L=8') 0 m TP=539 9z m 0. 545 INV IN: 534-17TO6o 000moZ) INV IN: 533,52 TO 58B n'O INV IN: 535.92 TO ROOF6 0- z INV OUT: 533•42 TO 56 540 540 PROPOSED GRADE FILL (TYPJ �' XISTING GRADE 535 535 H.G.L. PROPOSED SANITARY 15" RCP SEWER CROSSING 2.6 34.13 LF t7a o.67% 530 530 o `^ 01 M m m o+00 STR-58B - STR-58 PROFILE 56o ~ N o 14 STR:102 VDOT STD. DI-3C (L=io') p O TP=529.42 v~-o INV IN: 522.24 TO 104 ^ INV IN: 522.24 TO 112 0 N p 0,0 INV OUT: 522.1y N F ~ N � L.0 Ln 0 530 a " > Ln F z PROPOSED GRADE r I ISTII 525 H.G.L 520 � 520 zy" RCP 32.8o LF Qa 0.79% 515 515 535 530 GRADE 525 It N d) Ln N 0+00 STR-1.12 - STR-102 PROFILE EXISTING GRADE STR:2 VDOT STD. DI-3C (L=zo') TP=533-42 INV IN: 528.42 TO 2B INV IN: 527.6oTO y INV IN: 529.00 TO YDz INV OUT: S27-So TO 535 EXISTING GRADE 555 , 555 rp f o / Ln to i Ln i 0 0 0 550 550 STR:50 VDOT STD. DI-3B (L=8') °+ e6 / TP=539.25 0 0 m STR:54 VDOT STD. DI-3B (L=16') j,0a0) IN: 533.zo TO 52 N Ln �^� TP=544-75 d OUT: S33.00 TO y ^ �? O INV IN: 5y1.25 TO YDzo m ~ o z z INV OUT: 538.58 TO 52 PROPOSED GRADE ^ ~ - - 545 0OPOSED WATER 545 v~iERVICE LATERAL CROSSINGSPROPOSED o8"WATERLINE > CROSSING O 54 1.0' S40 1.6' �5 'RCP 1.5 17, zJ' 45.67 LF Qa 1.o5% 535 H.G.L. 535 PROPOSED SANITARY ° SEWER CROSSING 2�z' e 15" RCP 530 131.98 LF Qa 3.71% 530 15" RCP 39-24 LF �a 6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 Ln 0+00 1+00 2+00 STR-54 - STR-4 PROFILE H. 530 Li47 STR:zB VDOT STD. DI-36 (L=6') TP=534-17 INV OUT: 529.17TO 2 540 535 ED GRADE 530 L25 RCP 45.13 LF t7a 1.66% 525 525 O m m m o+00 STR-213 - STR-z PROFILE 56o 56o STR:6 VDOT S INS INV I INV II INV IN INV O 555 lZ 555 /�-EXISTING GRADE 550 i a 550 m iD. DI-3C (L=6') 0 o 0 TP=539-17 Ln 0 IN:53.67TO8 m 545 N: 530.27 TO 56 4:532.92To6B p m o m~ 534.25 TO YD2 O �o UT: 530.17 TO y F z 540 540 PROPOSED GRADE 535 535 530 .G.L. 530 15" RCP 37-95 LF Qa 2.85% 525 525 N M m LLn 0+00 STR-613 - STR-6 PROFILE 00 585 m L 585 0 o. r0 >_°0 io r H ~ Ln o 0 3, d r r 1 0 0 0 m N - O � L^ ^ 58o o 0 0 ^ N^ 58o _ -to 0Q1 '0 V^1 ll1F N p 0) >- x 0 0) r- Z. z O J / �O0O n FzzZ H to O m O - - EXISTINGGRADE °m / 0CID �� v° °° > Ln Ln L'~ 575 575 o N N Z'°- °nzzz0_ N° �„ r z z z z PROPOSED WATER ~O o -eHG ---ATERAL p / S p MOH. 0 0 %1 570 o _ �, � a > >S70 zz> ° L�i1H000 CP ~ I. zz LF Qa 9.13% ��565565 PROPOSED PROPOSED VDOT STD. ES-1 & GRADERIPRAP OUTFALL. SEE VSMPPROPOSED PLAN FOR OUTFALL DETAILS 8"WATERLINE 10' 560 cRosswG-56o 5 RCP 1r L15" RCP 4F �3 37.69 LF Qa o.61% 555 15" RCP 75.7o LF @ 1.22°Po TIE-IN TO SWM F/ INV OUT=556.5o 550 o N 0) m N o m m +00 STR �94 - SWM PROFILE 575 570 565 56o 555 STR:56 VDOT STD. DI-3C (L=6') TP=538.o8 INV IN: 531.02 TO 56B INV IN: 531.02 TO 58 INV IN: 533-83 TO YD11 INV OUT: 530.92 TO 6 550 V m m - 0 p m �� -0 \ 0 0000^ \\ 545 N 0) N M W ^ N ` 6 O p ^+oNa� t N m m m m .. Ln v, Ln Lnl > 01 LnZZzz0 Fa»»> z z z z z 540, 535 I PROPOSED 8" 3.1WATERLINE CROSSING 530 525 2y" RCP 120.02 LF Lla 0.540/0 00 J74 O 0 m Ln o 00 n°o N 000 N 0 ^ O1 m p N dminLn > ��LnL� 00 a) 0, zp 2Z Fa»»- L,1i-zzzz FILL / (TYP.) 15" RCP° 48.29 LF Qa N N N 't M f M Ln L!'1 y1 lfl 0+00 1+00 2+00 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 555 550 3+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEE 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2p _ N t0 CO�O 00�Ln i ^ o ° -w p ^ 0) 00 Ln > 'Ovv1 aa.. o (nZ zO JCL LA z z z ( IN F'EEl' 1 inch '30 Lic. No. 035791 06/16/20 ,1SIONAL 'F:�Gl z F z � w w S Z C) 0 Q f o I Oo U m Ln N U wU cn< J < <° < l 600 z w w > w w � w i (n ° STR:66 VDOT STD. DI-313 (L=zo') TP=59533 W °C w w ' INV IN: 591.25 TO ROOF1o7 w/ CK: Inc INV OUT: 589.5o TO 64 li o ° N J m 0o m 0 V1112 0 o Lp�O 0 0 N 0 TYP.) Ln >Lnzz0r/ L,,��zzz PROPOSED SANITARY SE 1+8' SERVICE LATERAL CROSS E i PROPOSED GRADE 0 °n Li 15 RCP p N 0 0 H.G.L. ° io6.03 LF Qa 10.52% of / ° o 0, ~O o N � j 2.4 / > nm + PROPOSED SANITARY SEWER 0 p / SERVICE LATERAL CROSSINGS o ,n - z 0 X a»> / - Ul F Z Z Z 2�4' / z I TI EX S NG GRADE i 15" RCP c 107.75 LF Qa 12.44% r J LU i i i PROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS i2�4' �15" RCP zo6.8i LF Qa 9.13% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS ^ � H o It N N ^ N L kD Ln 3+00 4+00 5+00 6+oo STR-66 - STR-6 PROFILE 3.I2 585 8o L25" RCP 184.89 LF (7a 11.21% 575 i 570 565 56o 555 550 545 540 535 530 0 0 a a 0 U 2 0 0 0 a% 0 0 m o r-4 0 w N � " Q ko N a0 O E o 0 0 n T z v' 0 ti M o CIO 3 m v N N 0 0 C z M > c ° 0 10 W O 0 0') N N 0 n W Q o c > O W Ln _j w J J Q EE 0 Z p w ~ I- 3 O J w n �.0 Q3z = LL] W C) Q Y J 0 w 1-I > 0 > > OE 0 U1 J 7 z_ LLJ W w 2 z z 0� wCD z UI Z ® U, z J1-4 "o w a- 0 I A o mmi Q ° PIS N O 0 O m N r 0 5�5 G W O w a � JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 21 O � J J J m m m m ❑ m ❑ m ❑ o 0 o STR:3o VDOT STD. DI-3B (L=12') o v~ o 0 m TP=611.75 0 a STR:so VDOT STD. DI-3B (L=1o') 0 0) STR:32 VDOT STD. DI 3B (L=1o') > o �o 630 INV IN: 6o5.00 TO 32 j N 6�5 TP=556.50 ❑> N �^ 60 5 TP=626.5o�m INV IN:604.ioTO30 o o? I NV I N: 551. 42 TO 12 m � INV IN: 619.33 TO 32B m p INV IN: 607.5o TO ROOF4 m p INV IN: 549-oo TO YD4 0 �70 INV IN: 6i9.33 TO 34 a > ~ z INV OUT: 604-0o TO 28 o > z INV IN:549-33 TO 1oB a > INV OUT: 61g.00TO30 `n ^ INV OUT: 545.00TO8 (A F Z ILL (TYP.) FILL (TYP. 625 625 610 ,. 610 555 555 PROPOSED GRADE PROPOSED 8" PROPOSED 8" WATERLINE F ROPOSED - GRADE PROPOSED GRADE PROPOSED 8" WATERLINE WATERLINE CROSSING CROSSING XISTING GRADE CROSSING 620 .G.L. 6zo 6o5 H.G.L. 6o5 550 1.1' H.G.L. 550 �_�EXISTING GRADE \ 15" RCP 15 RCP 28.62 LF @ 2.86% EXISTING GRADE 27-72 LF Qa 1.52% 15" RCP 615 61S 600 600 545 27.68 LF Qa o.63% 545 N ^? O 00 HID m N 3 0+00 0+00 0+00 STR-32B - STR-32 PROFILE STR-3oB - STR-30 PROFILE STR-1oB - STR-10 PROFILE d J m 00 620 o a)N 620 I[ p-}00p m F- m F O O o m In F F- o o �w p N 0 0� o }0 o 0 �o > 6 o 0 `° 585 °^ 8 5 F O O o ao 1O ° STR:48 VDOT STD. DI-36 (L=4') 0_ o r 585 61 o 0 o a� z Z p TP=6o9.33 ❑ In 0 In o o �°O F- F z z z / INV IN: 604.00 TO YD8 STR:16 VDOT STD. DI.3C (L=6') m ^ �F: > N - - -/ INV IN: 604.75 TO ROOFS TP=577-42 `70! �^ Z p N � z Zp / INV OUT: 602.42 TO 46 INV IN: 572.5o TO 18 F a>> e II >>> / INV IN: 572.42 TO 16B In z z 80 610 ~ z Z ` 610 INV OUT: 56g.75 TO 14 5 \ EXISTING GRADE 1 5 XISTING GRADE ROPOSED GRADE 5 PROPOSED GRADE 6o J 60 575 575 .G.L. 1.1' PROPOSED 6" H.G.L. WATERLINE 5: CROSSING 600 2.8 600 570 570 I t15" RCP 15" RCP 14.72 LF @2.24% 54-77 LF @ 3.47/0 46.83 LF @ o.68% -D SANITARY SEWER CROSSING 565 565 595 595 6 ? m N o w 0+00 1+00 STR-48 - STR-24 PROFILE TIE-IN TO SWh INV O 550 o � F � N 0+00 STR-16B - STR-16 PROFILE 550 N STR:g8 VD m TP=S44.92 INV OUT: 545 p OF PROPOSED GRADE 545 F- N O N M ❑ m.F zo 540 a o L z z 540 535 -�Q 15 F Qa k3R oo 535 1 FACILITY JT=532.00 530 15" RCP EXISTING GRADE H.G.L. 530 30.57 LF @a o.56o/a 525 525 n m m M N In rn l(1 m Ll'I N 0+00 1+00 2+00 STR-98 - SWM PROFILE OT STD. DI-36 (L=12') 541.00 TO 96 EXISTING GRADE 550 STR:8 VDOT STD. DI-313 (L=io') TP=543-75 I INV IN: 536.75 TO 8 B INV IN: 538.75 TO 10 INV OUT: 533-oo TO 6 PF 540 J 1.1' PROP SEED 8" WATERLINE CROSSING z 535 530 550 STR:8B VDOT STD. DI-313 (L=12') TP=544-00 INV IN: 539-75 TO YD3 INV O UT: 537. 25 TO 8 545 )POSED GRADE 540 535 15" RCP 35.22 LF @a 1.42% 530 r. 645 io11 - d m m � m op 64° ❑ F OLn m_ F O 00 F- 00E- 0m00co `^ cn F- F- 0 > io F- p o o N o N m MCo m z0 635 Ln 11 zz mw--0 4ww� ra»> In F.Z ZZ ��- i 630 625 620 l 15" RCP 44-24 LF @a 4.52% r� m O ❑ a ❑ 0 11 o 'to F 0F0 Ln 0 m M Ln F V' O m VI IO N l0 o o > F= 645 - to > 0 M N a �Z) a0 F �co a11 `°?O O❑ N'm ROPOSED GRADE H z z Ln rz - > ^ 'off \- - - O �?0 \j i 640 a » In F Z Z FILL (TYP.) J EXISTING GRADE ' 'RCP 6 35 - 186.10 LF 17a 1.0'%0 �5 RCP T o LF 1.44 70 1 8.91 I 7 I 1 1 63° y5 RCP a 1y% 114.z5LF � 625 OO ri ri M O HO N N m m m M r �- o 0+00 1+00 2+00 3+00 4+00 STR-44 - STR-34 PROFILE STR:114 VDOT STD. DI-36 (L=16') TP=5z5-83 INV OUT: 521.58 TO 530 530 PROPOSED GRADE EXISTING GRADE � 525 � 525 PROPOSED VDOT STD. EW-i &WkS" RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS 520520 INVOUT=521.0H.G..57.45 Lal im% 515 515 NOTES' i- ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES- SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. Ln 0+00 0+00 STR-813 - STR-8 PROFILE STR-114 - OUT PROFILE STR:82 VDOT STD. DI-36 (L=6') TP=559M INV IN: 554-oo TO ROOF12 INV IN: 55235 TO 84 570 INV OUT: 552.25 TO 80 570 STR:74 VDOT STD- MH 00 m / EXISTING TP=554.25 m i ❑ 0 = m ^ / Oro, o o / GRADE (TYP-) 565 INV IN: 548.oz TO 76 ❑ a m0� N 565 INV OUT: 547.92TO7z °n� �O o o 0F / _ O O 0 ~, Ln F IL. In F- o STR:84 VDOT STD. DI-36 (L=8') g In F- F N F moo F 00 °' / It TP=559-50 o p 0 . o m > 05 > o �H PROPOSED INV OUT: 55z.5o TO 82 o n F v > o - ,n In LnF- 00 --� o I^ D GRADE 560 0 � �z o 1 Q all 56o �� - > N InF- Ha>>>> Z z z z �Hzz 1/' tnn F-ZZ - -. N .. p In F / PROPOSED z 0 z_ z_ 8" WATERLINE PROPOSED WATER SERVICE / CROSSING LATERAL CROSSINGS 555 / i 555 \ FILL / 14 PROPOSED - - - (TYP) 8" WATERLINE 1.2' CROSSING ° 1.1 55 O 55 1.0' _ _ PROPOSED VDOT STD. EW-i & _ 3 6' 15 RCP GRAVEL FLOW SPREADER. SEE VSMP _ 28.91 LF @0.52% PLAN FOR OUTFALL DETAILS H.G.L. 11' 15" RCP 1.9' � PROPOSED SANITARY SEWER TIE-IN TO SWIM FACILITY 77.99 LF @ 0.51% SERVICE LATERAL CROSSINGS INV OUT=54733 15" RCP P C 1 545 � 96.83 � 3� 7° /0 18" RCP 18" RCP iS" RCP 19.87 LF Qa o.86% 56.81 LF Qa o.56% 44-75 LF @ 0.51% 18" RCP PROPOSED SANITARY SEWER CROSSING 540 43-90 LF @a 0.52% PROPOSED SANITARY SEWER CROSSING 540 N m n o m D co 0+00 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE 5 so 5+00 6+oo VERTICAL GRAPHIC SCALE o zs 5 to IN FEET ) I inch = 5 tL. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft.. 620 Lic. No. 035791 ,�� 06/16/20 ,1SIONAL E�Gl F z z � s ZZ p w w o o I O u m U) In F�1 W D a a z J iy w w HZ o z w w > '" > in in LLI cc o 0 0 0 0 20 0 J rn o 0 0 0 Lu N Q N O 1 E .+ o 0 0 zoo ai IQU U C7 � 7 0 o NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE M o SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE CY) 3 FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR N N CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE o SPECIFICATIONS, SECTION 302.03G. ryCIO Z o STR:io6 MODIFIED VDOT MH-i TP=536-oo INV IN: 524-07T01o8 INV IN: 529-5o TO UGD BYPASS o INV OUT: 523-97TO104 540 540 V o STR:104 VDOT STD. DI-3B (L=8') o 01 H O TP=531�58 �„ O O ~ INV IN: 523.ig TO lo6 ~ F ~ INV OUT: 523.og TO 102 535 O N NN 535 ❑ N N N n N„ZZp PROPOSED GRADE H a > > > LA I— � 530 / 530 XISTING GRADE PROPOSED VDOT STD. EW-2 & I RIPRAP OUTFALL. SEE VSMP 525 PLAN FOR OUTFALL DETAILS. ✓ H.G-L. INV OUT=521.75 36" RCP 36" RCP 116.83 LF @o.67% 520 42" RCP 114.36 LF @ 0.74% 520 59.67 LF t?a o.66% 53-5 O OJ N N O O r N N m N m +00 STR-1o6 - OUT PROFILE 515 Q > W�C\l J0 °- rn N 0 N W Q 0 >_ O c W v Wc J J J - > Q 0 0 z O` W ~LL a- 3 O J �..� LLB `3 Q / n = C) V Q w W Y J o i- \~\ / O E E U) ' O J Lf) z_ � W H 2 � w w z CD W � Z w v z ® cf, z 0 W JI A o Q PIS N o N r 3+00 o w JOB NO. 182157 SCALE III = 5°I SHEET N0. 22 8 555 RT 20 - STA. 13+00 CROSS-SECTION 555 550 f SP ING HILL PROJECT _555024T z.oASLOPE - - -- — — 550 545 V m w 1X 545 o ry o� m m m o 0 0 �n v�i v�i v�i v�i � Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 555 RT 20 - STA.13+50 CROSS-SECTION 6ui —SPRING HII L PROJECT 550 548-45 T 550 s48.z2 E _ z.0%a SLOPE _ 545 — 545 s ut ut a m w o. w a 540 540 N rl n N 00 N M Gl �A O Go d, co 00 r c6'tt 't "t 't Ln Ln L �0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT zo - STA. 14+00 CROSS-SECTION 0+30 0+40 550 (-SPRING HILL PROJECT 545-63 TC 545 545.30 EP — — — — — — — — 545 -�z�o%SSLOi'E - 540 -- — -- o V Ol7z m w Z O 2 540 ao 0�n It m n m vi � m o ao m It L 4Ln It It Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 550 RT zo-STA.14+50 CROSS-SECTION 0+30 0+40 550 545 543.37 TC 543-04 EP 2.0%a SCOPE 545 �— ------ ------ -- 540 540 m 535 535 �(1 ry V1 Ln N 0) Ol 00 't 00 n IN to O N 00 M 't --T -t Ll1 tMl1 N tf1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 545 RT 20 - STA. 15+00 CROSS-SECTION 540 RT 20 - STA.16+oo CROSS-SECTION 540 535 (-SPRING H ILL PROJECT 536.46 T 536.a3 E a o — — i 535 — — — 530 u m w w — — — 530 M VM1 00 N m VMI � N m VM1 m m VM1 l0 M VMt 6 t0 VM1 lD VM1 d' VM1 N VM1 n -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT zo - STA.16+50 CROSS-SECTION 0+30 0+40 540 —SPRING HI LPROJECT 535 534.33T - _ _ _ — — 535 34"oo-E NL _ LOPE 530 w— � 530 a 525 m ww w 525 N NO 01 01 N O N M N VMl ri L!'I rl lmll N lMl1 �+ L!1 S Vml N Vl of IN Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT 20 - STA. 17+00 CROSS-SECTION 0+30 0+40 L'=9 �—SPRING HILL PROJECT 535 535 532.62 EP SPRING HILL EN rRANCE 532.49 w a.o% LOPS — 530 — — 530 Z — 525 m ww � w 5z5 01 'p O Gj O � n t O1 00 '-I O N O lMl1 M 0 N Vm1 N 0 Vm1 N O tm(1 N N Ln N m N lmll c4 lmll W V1 Lr) Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 540 RT zo - STA. 17+50 CROSS-SECTION 0+30 0+40 6i6 SPRING HILLPRO ECT 535 _ 535 53z.55TC 53%•az EP 530 2.0%SLOPE — — — — — 530 0 525 u m \ 3 525 00 �O ~ M CO . c V1 Vmi n V1 00 to O CO N Vl N cc)of M N t!1 m N Ln 111 �y m M N In V1 ri ry m m V1 'i 14 m M �. llt O m V1 06 N Vt to N L!1 0+30 0+40 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT zo - STA.18+oo CROSS-SECTION 6=1 540.84 T 540 540.51E z.o%SLOPE — — — — — 1w - --- --- 540 m w -- 535 — — — — — 535 CO n V1 It S Ol n M ^ lDLn -0+40 -0+30 -o+zo +10 0+20 545 RT zo oSTA. 1 +oo CROSS-SECTION 5 5 0+30 0+40 545 540 538.52 TF 538.19 E z.o%SLOPE _ 540 535 l m w 535 530 530 N V1 NO .t ry N 00 N .t u m t o m a m n 0D m L 00 0D m L 00 0D m 06 m 0 m m Lm -0+40 -0+30 -0+20 -0+10 0+00 0+10 GRAPHIC SCALE ( IN FEET ) 1 inch - 10 ft. 0+20 0+30 0+40 0+30 0+40 535 rSPRINGHILL PF I OJECT 535 o6 TC 530 530 5�5 � � 525 520 V m w w 520 cq w C 00W 00 l OLi,O Ln N O ;O N Ln LA oO N N N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT zo - STA.18+50 CROSS-SECTION 0+30 0+40 535 SPRING HILLPR JECT 530 529.68 TC 530 z EP -- --- --' ,— z.o%a SL PE ✓ — 525 525 L m w w 520 520 0 0 0 � 00 m oo00 N a m �0 IN00 6 OD N1 N N1 IN IN�I IN coIN IN(1 m U � N7 N Ln NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 Lic, No. 035791 � SS`'05/05/20 � ,1 IONAL E�Gl F z z � s ZZ O w w o o f O u m a a w In cn Q cn Q f ,N z J cc l V Z I�1 O a a Ln z w w i j in in c LLI cc of f LU Nrj � p 00 00 m � N � .+ o L9 zti M 0) O� N z NT M Q C N 0 W N Q > O Vl in� z J J �_ > Q cl)zLli _ Lu u L9 IILL — O z < w O W" Y Q O J H1. —i LLJ Jam/ I� H� I f_ ZLLI = � r n cf z J LULU �c Q C7 ® O O N b w O w x a to JOB NO. 182157 SCALE 1"=10` SHEET NO. 23 5 RT 20 - STA. 22+00 CROSS-SECTION 5 NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. GRAPHIC SCALE 10 0 5 1u 20 40 IN FE:FT ) I inch. = 10 ft. 535 RT 20 - STA. ig+oo CROSS-SECTION 535 530 528.83TC 528.23 — — - 530 GROPENENTRANCE 2.0%SLOPE - 525 5z5 Fw! 52a w� w 520 O1 ^. O r, O M O 0 n ^ O l0 M m N 00 00 W W W W W W W W N N N Yt V1 Ln V1 Ln V1 u1 L!1 U1 to Ln V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. ig+5o CROSS-SECTION 0+30 0+40 535 530 GROPEN E 530 — TBANCE— 527.zi — — — — — 525 2.0%SLOPE — — — — — — 525 — 520 w w 520 o ao u-1 00 c 0 r` io ui 0 m N N �r In N Vl W -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 20+00 CROSS-SECTION 0+30 0+40 530 525 — _ 526.72 TC — — — S26.39 EP Z MA SLOPE — — — — — — — — 525 520 aT-0- 520 ry �r: ^� W O O Ln O n N N � N N N N VI -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 20+50 CROSS-SECTION 0+30 0+40 535 530 — 5a5,92 TC 530 525 525.59_EP - — -- — — — 525 _ -Z:e%5602E- — 520 t m----J 520 0 M 0 m 00 �. ro^ o n 0)n 00 OD N k0 N [n - N J N rq lmlf L(1 Vt "IN ll1 LO Vl ll1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+00 CROSS-SECTION 0+30 0+40 535 530 0 52aa� ' -� z.o% SLOPE — _ — — — — — .� 530 525 5�5 520 G 0 520 5�5 0 w w w 3 a 5�5 rl cN'I 'I rl M H m C1 ry M N ,n N � v1 V �T N M N ri N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+50 CROSS-SECTION 0+30 0+40 535 530 \ \ 530 525 ` \ _ 525 o 523.82 a — SLOPE — — 520 520 0 0 3 x n 5�5 a w a w 3 a 5�5 O� lD H N O H.OD O tc M M N , N N N N N [n Ln L(1 ill L": Ll1 111 Vl Vl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 _ 530 525 _ . 5�5 0 523-1z — — 520 520 ffi — — — — 5zo o — — J — o 3 515 T w 515 �. ^ M W to G N .t 3. Ol W '.D Ln N -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+50 CROSS-SECTION 535 530 � — — ------ 530 525 525 V 520 520 515w 3 0 w w 515 m N c00 m00m S n N O Vr N N 4 N N N N N N N N N O O1 ill Lri L!1 �!1 L(1 VI Vl Lr: Ul -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 23+00 CROSS-SECTION 0+30 0+40 530 525 52173 525 x H 520 5zo O 7 _ 53-5 w w _ 53.5 N00 It 0,01- mLn m o G. a) M ry 0- N W N m M N O: N ti fi rl rl ...i o o �i c6 rl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 23+50 CROSS-SECTION 0+30 0+40 530 525 = F -- s 0 � _ 5z5 520 sn 520.98 520 515 a w — — — 515 OJ Gl ^ W 000 N N G Gl rn O O L, �y rl 4 O G, Gt I� t0 L, -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 525 RT 20 - STA. 24+00 CROSS-SECTION 0+30 0+40 525 F 520 520.24 520 51-5 o w w 510 510 •i 00 f0�9 G w W r O O N M N 111 N l!1 ~: O L Vl G O O O O V1 cl V1 l6 L!1 N llt V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 525 RT 20 - STA. 24+50 CROSS-SECTION 0+30 0+40 525 520 1 0 520 _ � \ 529'35 — — — — 515 J — 515 0 3 510 w w a 510 N 00 O 0 N d n ^ M 0) O N 00 m 0) LEI LEI -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 SCOTT/R. Ct9'LLINS�2 Lic. No. 035791 ,a p 05/05/20 OA l�,SVONAL rA Z Z o Fa Ln w O Ln r w E O { C~ s a ' coa i H � Q Q [ w J ` z a w w [ Fml1 0 a a z ' . W w w i j (n V) [ W s s L `L [ rn o w L 00 C ti ti C) L9 zr M — m N z d- [ J WC W N Q > O 111 ZLLI z J J 0 — > Q z_ V Lu 0 ~ LL O V) O� w O 2 WU 0 Y J O �\� w / D Ul J 0 W ~� � z0ui � U - z_ r< V 0C) O N u W o w a � JOB NO. 182157 SCALE SHEET NO. 24 70 571 565 565 56o 560 / / HT. OF / OBJ= / 3.5' 555 / - - 555 550 J / / 550 545 \Gi\S/ 545 540 540 LINE OF SIGHT- / — J 535 535 — HT. OF / EYE=3.5'V— — 665 _ EXISTING GRADE SIGHTDIST� — — —— � � 530 — 530 PROPOSED GRADE 525 _ � � � / � - -_ 525 HT. OF O BJ=3.5' 520 520 30 . W �O 00 H IXI 0o m l O O 't ,�� ^i �l0 N N ry N N N �l N N N N N N M f�'. M M �}' Vl lf; lfl lf'. In L!1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCOTTSVILLE ROAD (RT 20) - INTERSECTION SIGHT DISTANCE PROFILE 65o 65 NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE s 0 2.5 s 10 20 M FEET ) I inch = 5 fIF HORI7_,ONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 645 HT. OF645 i 0BJ=3.5' 640 _ 640 635 635 A / HT. OF / EYE=3.5' LINE OFSIGHT% / _ — 630 / / — — _ — — — PROPOSED GRADE EXISTING GRADE 630 / NEE j / 625 5`GN��i 625 620 / / / / / 620 615 / , - 615 HT. OF ' OBJ=3.5' / 610 610 N O d O N M03V1 3' N .-+ 0 al 03 O W W a)O. l0 N W l0 M l0 W I� Ol N d' 1� 00 O 4 N .t vt tc 00 Ol O N m ri N N H N N N IN N M M m m M m m w m n M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+50 9+00 9+50 10+00 AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. C)-LLINS�2! Lic. No. 035791 ,a p 05/05/20 off,;: ZONAL Z Z o Fa z W O z W � O { C~ s m a a = i H w � Q Q 1111=4 0 ~ ` ti W W l > j Ln [ w °\ m o 0 0 LU 00 m •--1 .y N O L9 z Ar 1 _ M — M d7 N lqt z M Q J Wc:) W N Q > O Z LLi W > Q LL z_ 0 LL Q_ W OJ ' V z < W Q WU Q � Y J o LL] ~� Ul U) J F F--� Z UJ w � r n U) z J L oc Q Cn 0c:) N u G w O w � x D_ V) JOB NO. 182157 SCALE V:1"=5' H: i' - 0' SHEET NO. 25 me1 615 HT. OF OBJ=3.5' \ 595 595 S 590 ���y 590 F, 585 ' LINE 0 SIGHT 585 58o HT. OF 58o \ \ PROPOSED GRADE \ 575 ` 575 4 570 �s'�y� 570 s� \ 565 `� 565 EXISTING GRADE �\ 56o 56o HT. OF \ OBJ=3.S' 555 \ 555 ` 550 550 00 00 00 ° 0 ltt u' i.n V1 11 2+00 1+50 2+00 2 .EY - INTERSECTION SI NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE o' s 0 2.5 s 10 20 �SCOTT R. LINS7 U Lic. No. 035791,a ° 06/16/20 ( IN FEET ) �0 l 1 inch = 5 I S'SIONAL ��� HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 620 rA ZZ O a U) Ln 0 o O s z a a m w w J Q of Q in� z Q W W 1111=4 ^` 0 F d d Z U) Ln W / > Ln Lu IN IN Q N O .-i O O Lu z 0 z ul z rn r co C7 N lqt C7 N O N N Ld J U) LLJ J Q U Y w H Z) t~ w ui U) w Q 0 0 N a J 0 O W J J z LL ry `L w v Q U-) J C� z U) � lu') 182157 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SCALE V:III =5' LOYOLA WAY (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE LOYOLA WAY (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE HHi'= SHEET NO. 26 635 635 70 571 HT. OF O BJ=3.5' 565 \ \ 560 \ 555 �Ta� LINE OF SIGHT 550 \ 545 EXISTING GRADEJ� \\ S/G\ 540 HT. OF AD/STq \ EYE=3.5' \ PROPOSED GRADE 565 56o 555 550 545 540 535 \ T,-oF 535 \ OBJ=3.5' 530 530 vt co ry N m cq O S 00 00 ll1 u N i0 d LD Ot '' m d O Ln 00^ vi Off`' m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE 75 57 570 570 HT. OF / OBJ=3.5' 565 / / 565 / 56o / �/ 56o / / 0 555 555 � 550 LINE OF SIGHT / 550 EXISTING GRADE 545 / � �v / 545 PROPOSED GRADE 540 / / �Sj Pi ,1� HT. OF _ 540 EYE=3.5' 535 i/ 535 HT. OF �— OBJ=3.5' 530 J 530 I� N N lD �D rMi l0 Ln l0 N O lO Q 0 �r u'i V1 Lll Ln BERWYN LAN 0+00 0+50 E (NORTH) HT. DF OBJ 3.5' 630 630 625 a` / ,' 625 \c� j f 620 / / 620 I/ 6i5 / j 63.5 HT. OF EYE=3.5' PROPOSED GRADE / 610 _ / 610 LINE OF SIGHT _f _ 6o5 i/ 6o5 f ",-EXISTING GRADE f 600 / rf 600 a f f 595 o\� r 595 r 590 / i� 590 585 / 585 // / 580 / 58o // f � f HT. OF f OBJ=3.5' j 575 ! 575 / / 570 / 570 S S N O lD try I� N _ d 00 O -1 M G ~ Ol O O O M �/1 Ol V1 `�y ^I .t O �' N Ol O 00 Nl L!1 n �, 11 <0 lD lD l0 lD '`J lrvp ' <D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SHERIDAN STREET & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 20 I Inch = s IL. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 2C 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE ( IN FEET ) inch = 50 ft EXISTING GRADE SIGHT DISTANCE=95' HT. OF HT. C OBJ=3.5' 555 EYE=3.5' 555 � f 550 550 LINE OF SIGHT 545 545 HT. OF OBJ=3.5' \\�PROPOSED GRADE 540 540 535 535 00 0) 0 n M Ol Owl t M v'i v'i �; M vmt M V�1 Ln Vl Vl rl v: v: Ln L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOYOLA WAY & BERWYN LANE - INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. Ct,LLINS7 Lic. No. 035791,a p 05/05/20 OA l� lsS/ONAL Z Z o a ~ w O ~ 1 w O I Cr s m a a ' i H w � Q Q p J ` N o o o > z p p w w i Ln a 00 m ~ N O L9 M CIO rn N qqt z a J wc:) w N Q > O Z W LL > Q O z_ry 0 L.L W O U z < w Q WU Q ur) Y J LLl ~� ul 0? J Zw W = n U) �f Q Cn O o N u G w O w K S a u') JOB NO. 182157 SCALE V:1"=5' H: i' = o' SHEET NO. 27 07, cl - -- -- - - I SCOTT R. LINS'Z U Lic. No. 035791 ,� - - --- - '0n 0 / 8/24 ZO _ -- - TMP gi-i8 - - - - - - -- - IONAL A E�Gt WENDELLVd.N/OOD - D.B,1727 PG. 674,677 PLAT D.B.17o7 P.582 D.B.1571 P. 245, 246 PLAT _ D.B. 288 P. 347 COMM. OF VA - D.B. 279 P. 493 PLAT O cf CL - - -- - - - - - - i F- F 0 __- O O O AVINITY ESTATES MH-11 -- -- - _ �bo - - _ . ,- - -- - ROAD (RT. 21 -- ", MH 4 - _ -- - -_ - - - - - _ -- - - Z O O O Q ¢ --_ SCOTTSVILLE 6+00 5 7+00 ': � MH-5 MH 6 - 1 +oo o � as as as � � - MH-1 R� j - - - --- MH-3 = - - _ s ss 4�- - 5+00_ -- ��- - - s ,_� 8+00 s _ ---s s ------ 9 +oo- - -- - -� - - - -- - - - - - `-Fu,�� �,I �� ,_ zz+oo a„' - 4 r G u z z z z z z En g APPROX. LOCqcALnI! �__. ......�\ :'I, _ 5 ST�S OB. 36]e F. Pv: / SOMH , s peen e. _ I ._ 4 +oo 1+00 - _ 3 s- - -- 2+00 is cMP ,,;.- +00 z S S s a G1 III S 5 +_5 _ $ _ _ T ., .. s --s s��_ - - -- -- - �� - -. - �- .._-_�.-_ -.- _- '= -== 10--- _- _ o : X009,�dW I r � 4 _ _ - - - - - _10+_ sus --- __ __ -uu- -- __ - _ __ -_ -. - -- 11+00- _,- _ s s -�� -cec- --_ -__ _ _ ___-_ - - _ - --.� _ - _- �_._ - --- _ - __ -. fares aN _ I i"o "- _ o u w � � m > Q V OC > O > O > 0 a Q W W _ -_ -nie iHo 3eo_. "-- _ u lrlrlTDAAl vJ m m m¢ ZSEWER EXISTING 20'ACSA SANITARY "' / EASEMENT / _ NO OFFSITE EASEMENT F - 1-- -- NO OFFSITE EASEMENT - -REQUIR€D-ON PR TY VDOT R/W NO OFFSITE EASEMENT - -- - - NO OFFSITE EASEMENT ON PROPERTY WV w > REQUIRED ON PROPERTY - - - H2EQUIRED ON PROPERTYLu =-REQUIRED s Q D.B. 5z78, PG. z83 \ n - - - -- - - 0 - Lu `n Ln Ln PROPOSED TIE -INTO \ j�, �'. ' i �� _ - - - - - _ _ _ / 90 3ER - - - - - 1 _ W W W En Z w Z AVINITY ESTATES MANHOLE / qx TMP I - --_ _� TMP g 5M - - i HAT ATION , LLC '' 1 m w ac w w Q sm g1-16B ALFRED L. AND E D. DUVAL i D.B. 1977 416 I z .- JOYCE W. BERRY 1 I C/O GRACE O'BRIEN 5 D.B. 39i P. 525, _P --- D.B: oP: z6 PLA 39 7 - w - Lu o wQ 4 4 5 o \ z\ \ D.6.4oaPG.38g D.B.321 P. PLAT - 1 Y -" - D.B. 39oP P. z67 PLAT I 1 Q \ I 250 - - w 1 \ ,I� 1 - Lu 1 z �_- TMP 91-16A1 / / ��\ GRAPHIC SCALE - --- -- - 1 - - / ALBEMARLE CARTER M UNTAINS - CO. LLC / so o zs so 0o ao - - V MANAGEMENT a, H - , D.B. 3480 P. 68 _- - - D.B. 1080-P--. 173 PLAT 1 AVINITY ESTATES / - cc ;� W a, _ o 0 N N N N N -- i I'hI:'I' 1 _ -- -- - Q o � 0 .�-I 00 � O m 'D N rl N / _ O O O O --- 540 L9 TT VJ NOTES: ' f� NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 1. ALL FILL TO BE PLACED AT 95% COMPACTION. M 535 SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. T ®� M FILL,no CR , ncc rnnl -�r�U§F#ED6"-r.�,.FORMING�OTHE3I-ZE-REQUaR€ME c-, Oc E-RT �MINIMUAA-0,-� �,--Q�I�TI64�-SEPARA3'IONFROMSTORM- m CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & m N SPECIFICATIONS, SECTION 302.03G. SANITARY SEWER MUST BE PROVIDED. F- z -w Q 530 W No J J Ln W `� • NOTE. THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. IW SEE z N o O W 5�5 SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. a > o °x- F� STA:MH- STA:11+6o.z5 STA: STA:13+22.86 w OV RIM:g8.z5 J z RIM:516.40 J J INV IN. 5og.87 FROM MH-7 INV IN. 5io.95 FROM MH-8 Q 5zo INV OUT, 5og.67 TO MH-5 INV OUT. 520.75 TO MH-6 z � MH-3 MH-4 MH-5 LU H STA:4+5431 STA:6+69.io STA:8+69.99 _ _ - _ - RIM:S11.5o RIM:512.00 RIM:513.38 / - o LJJ INV IN. 504.75 FROM MH 4 INV IN. 5o6.03 FROM MH-5 INV IN. 507.28 FROM MH-6 - - / J 515 INV OUT. 504-55 TO MH-2 INV OUT. 505.83 TO MH-3 INV OUT. 507.o8 TO MH-4 \ - _ - - - - - - - - - - - - - - z w LJJ < Lf) i f 3.6- 8" SDR-26 PVC EXISTING GRADE (TYP.) r g" SDR z6 PVC 158.61 LF Qa 0.55°/ Ln / J z i 286.26 LF Qa 0.83% J 505 ' 8" SDR-26 PVC � w MH-2 / / 8" SDR-26 PVC 196.89 LF Qa 0.53A Z W Lu T~ MH-i STA:o+51.84 STA:2+35-55 ' O 210.79 LF Qa o.51/o RIM-49333 RIM:497.25 ✓ V LL INV IN. 489.12 FROM MH-2 INV IN. 490.45 FROM MH-3.' (n LL INV OUT. 488.92 TO AVINITY ESTATES MH-11 INV OUT. 490.25 TO MH-i o AVINITY ESTATES MH-11 / ~ w STAso+oo.00 J - C• zs zzz000 RIM:493-02 PROPOSED GRADE TYP. 6QJ v , INV IN. 488.66 FROM MH-1 �R"� @ro 3 7 5 INV IN. 488.66 - - _ $ (OV 1 IN FEET ) INV OUT- 488.46 / yti�1 1 inch = .5 f, O 10" HDPE SWM OUT TALL BARREL ' HORIZONTAL GRAPHIC SCA E O ® N PROPOSED WITH AVINITY ESTATES 3-5'MIN. 490 50 0 25 50 10 200 CONTRACTOR SHALL OBTAIN i.z AS -BUILT INFORMATION FOR 8" SDR-26 PVC 179 7 1 LF Qa o.63% ( IN FEET ) F MH-11 PROPOSED WITH AVINITY nch = 50 fl. u w w ESTATES PRIOR TO TIE-IN. 8" SDR-26 PVC O W 4g5 47.84 LF Qa 0.54% a JOB NO. 182157 m N O1 M ci Ln ko 00 01 O O SCALE Ol 00 ,y, N 01 01 1p 0) Qt Ot n O N rl N 'i N `i N ''1 .} ci Li) ri 1p r•1 Li) ri 06 rl 00 ri AS SHOWN SHEET NO. 0+00 1+00 2+00 3+00 4+00 5+00 6+oo 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 28 \ _ - TMP 92-18 WENDELL W. WOOD TURN LANE IMPROVEMENTS ASSOCIATED D.B. 1727 PG. 674,677 PLAT WITH SPRING HILL VILLAGE PROJECT- / \ D.B. 1707 P. 582 - -/ D.B.1571 P. 245, 246 PLAT ' D.B. 288 P. 347 COMM. OF VA D.B. 279 P. 493 PLATS 7r i,� sz6 2.1}0o MH- g MH-11 _` +00 T1 18+00s s zo+oo; � r %1III 530 \ - - MH 10 - - - i - _ - _ VDOT / GIS ROUSE SIRI 16+00 s RLOTTESVILLE � --- E STATION5 EXISTING ACSA 2o' NITAR ZO t s 5', BENCHMARK IS CHA 15+pO ,r� s/_- MH-8 NE 1882 93.680 SEWEREASEMENTSA Y RW 6 -_ - - _ - - - o A_ ! DROmr Sc s� ELEVATION I V1` IN >>�D.B.DB53z8 PG. o ) „ F GROPE - 9 MH-7 -- N SIGNS „ M5 HORIZONTAPA ATION (MIN. 5Clip MH-6 - +oo COMMERCIAL BUI LDING g+°o- - - 9+00 ,or uorvi �, _.,,, +00 5 - - - -- s 11+00T 5 I ( EI�SEM, R RE55 _ _ _ .. Ifl6RE5 �O EV MP9.5f1 - \ _ _ � _ WILSON TERMINAL CORP. D.B. 976 PG. 474,477 PLAT - - NO OFFSITE EASEMENT - NO OFFSITE EASEMENT / D.B. 440 P. 195 0 _ -- REQUIRED ON PR TY / VDOT R/W NO OFFSITE EASEMENT -r,) _ REQUIRED ON PROPERTYD.B. 440 P. 198 PLAT -REQUIRED ON PROPERTY = ` LLI �- -90-3 - - _v=i - - �- - - - TM P go-35P _ HAT ER ATION, LLC w - TMP9 5M _ - t - W' - - - i BETTY LEE PROPERTIES, LLC GRAPHIC _ 1 E D. DUVAL D.B. 1977 416 C/O GRACE O'BRIEN - ' D.B. 3g1 P. 525, PL v _ _ - -- D.B. 4195 PG..8z PLAT o o zs so 0o zoo - __ _- _ -- --- - D.B. 6 P. P 1 1 D.B. 414 PG. 5i5 D-..B. go P. z67 PLA _Z D.B. 9z8 P. z74 PLAT s --t - D.B..-390 P. 264, 267 PLAT 9 37 1 u 1 IN FEET ) �� -- ] inch 50 0 H W W Ln W uJ ul w z 2 v 4 1►l NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. MH-5 STA:8+69.99 RIM:513.38 MH-5 INV IN. 507.28 FROM MH-6 MH-3 INV OUT. 507.o8 TO MH-4 - _ - - - - - - 3.6 . _ 8" SDR-26 PVC 286.26 LF @ 0.830/0 8" SDR-26 PVC -196.89 LF Qa 0.530h EXISTING GRADE (TYP.) STA:18+66.54 MH-8 PROPOSED GRADE (TYP.) RIM:523.00 INV IN. 518.7o FROM MH-10 STA:16+50.26 _ INV OUT. 518.5o TO MH-8 INV IN. 512.78 FROM MH-9 i INV OUT. 51z.58 TO MH-7 MH-6 MH-7 STA:=+60.25 STA:13+22.86 ' RIM:516.40 RIM-518.25 INV IN. 5og.87 FROM MH-7 INV IN. 51o.95 FROM MH-8 INV OUT.5og.67TO MH-5 INV OUT. 510.75TO MH-6 /---------------------- --i \/ / EXISTING 24" RCP STORM - - - r n /SFWFR cporrINlG 5.0" 8" SDR-26 PVC 158.61 LF @ 0.550/0 1.5' 8" SDR-26 PVL 323.40 LF Qa 0.50% NOTE: CLASSII BACKFILL MATERIAL SHALL BE CRUSHER RAIN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION-46.o3G. VI SO Z� ,v69� 21�"1$ NOT S: 1. ALL FILL TO BE LACED AT 950 COMPACTION.. 2. INIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. INIMUM OF 1' OF VERTICALS PARATION FROM STORM EWER & W/L AND i.5' OF SEPARATION BETW EN W/L & ANITARY SEWER MUST BE PROVIDED. ti io m n o o m om N ItLn l� Ol N O N Ln l!, V1 V1 Ll)Ln 8+oo 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+oo 17+00 18+oo ING 8" VCP SEWER CR M H-io STA:2o+88.86 RIM:529-42 INV IN. 520:7o FROM MH-11 INV OUT. 520.5o TO MH-g 8" DIP 218.32 LF Qa 0.820/0 VERTICA� GRAPHIC SC 2.s ( IN FEET ) I inch - 5 f . ORIZONT L GRAP IC 25 E 0 it 0 ( IN FEET ) nc h = 50 20+00 21+00 MH-11 STA:22+12.77 RIM:534-50 INV OUT. 521.5o TO MH-io 8" DIP 119.91 LF @a o.67% 22+00 540 535 530 ED GRADE 525 520 51-5 510 505 500 495 a SCOTT/R. Cbi,LINS'Z Lic. No. 035791,1, P 08/24/20 1.14 F F Z S ZZ O Q w � , 0 gal w coa LnU J i c� Z OEn .a. I- w a > Z o . i w (nLLj , LJJ u li J cf a a Q O j Q LL > � z z i a g a a o O w of En O z Ln LU g w Q 2 J0 U) cc z s O g i Q z C Z c� U-) � J 0 Z z � IN IN rq w NIN Q O N N N c' O O O O Lu z 0*) ti M M rn N z MLL ( Q CN J W W 6) J W N Q o 7> O LLu J z U Q Q w z L9 LL. o ILu J 1 W z<w� = Q LLJ W U1. _I v J W I --I Q un ~ / l J Q I --I l/1 WZ W z LJL LL ~ cco O !Qn � V 0c:) N u v w w O w 485 JOB NO. 182157 SCALE AS SHOWN SHEET NO. 29 PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evel n' Hed a Maple- 2.5" cal. 2.5" cal. 11 Acer rubrum 'October Glory' 'October Glory' Red Maple- 3.5" cal. 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountain' Su ar 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 Hackbe 2.5" cal. 10 Chionanthus vir inic6 Fringe Tree 6-7' ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Comus florida'Appalachian Spring' 'Appalachian S rin ' Do wood 6-7' 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 labra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnef 'Henry's Garnet Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus vir iniana'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora'D.D. Blanchard' 'DO Blanchard'Southern Magnolia 4-5' 15 Ma nolia grandiflora 'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellate 'Royal Star' 'Royal Star' Ma nolia 6-7' ht. 10 Malus x'Prairifrre' 'Prairifire' Craba le 6-7' ht. 48 M rica cerifera Southern Wax Myrtle 4-5' ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vi atum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acerifolia'Blood ood' 'Bloodgood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-7' ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 ThAa x'Stee lechase' 'Stee lechase' Arborvitae 4-5' 7 Ulmus americana 'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108, 08 Viburnum x pragense Prague Viburnum 3 gal. 10 Viburnum x rh ido h Iloides'Alle han 'Alle han ' Viburnum 3 al. * CLADRASTIS KENTUKEA AND ACER CAMPESTRE'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: NOTES: I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer ca mpestre 'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 6-T ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-T ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambarstyraciflua'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata 'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 9 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-7' ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' 10 520 71 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 5351 3745 TOTAL CANOPY 89123 III Vaxy_l01.»-AN_111.11»_Ar1111]0& l Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS: Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers •1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers -1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres AO Total passive recreation = 74,900 sf or 1.7 acres v E U U N DD E P'y N o E 0 waE � _ r c ai'� o0 V > N y U m ti E a 40ftF%0 o . °� E � a a m a s � U �a a� 3 Ca p 3 ON 0 aC3 Q W Z_ u 3 al/ J > J J Z J = O U vLU Z J L u 'n V / m J Q MIN WV,pLTHOP*g D 2 V JESSICA S. PRIMM Y Cert. No. 0406001256 � OF/1 fi/2a2o �Go."41PE ARCS ■ 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 12.232019 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 "=50'-0" SHEET NUMBER: L500 6-Prague Viburnum I-'Prairifire' Crabapple 0-'Steeplechase' Arborvitae Prague Viburnum �plechase' Arborvitae ;ue Viburnum >- mary Nell mouy 7-Prague Viburnum 5-American Yellowwood- 2.5" cal. 16-Southern Wax Myrtle 7-Southern Wax Myrtle 4-'Mary Nell' Holly 6-'Rotundiloba' American Sweetgum 4-Willow Oak 6-'Green Mountain' Sugar Maple I -'Green Mountain' Sugar Maple 9-Willow Oak 1-Willow Oak 2-Willow Oak 5-Southern Wax Myrtle 5-Prague Viburnum LOCATION OF STREET TREES BEHIND PEDESTRIAN WALK DICTATED BY VDOT CLEAR ZONE 6-\\REQUIREMENTS 3-Shumard Oak- 3.5" cal. 8-'Greet 5-'Royal Star' Magnolia 3-'Prairifire' Crabapple ��• I I l��i 6-Willow Oak 9-'Emerald Sentinel' Eastern 5-Prague 7-'Steeplechase' Arborvitae 6-Prague Viburnum AVOID PLANTING IN CENTERLINE OF SWALE 5-Willow Oak � LF E. .se' Arborvitae 0 0 I -Willow Oak \III/ 5-'Rotundiloba' American Sweetgum\ �f j 3-'Prairifire' Crabapple �\\111/��j \III III hamrock' 3-Prague Viburnum C-A 4-'Appalachian Spring' Dogwood 2-'Princeton' Elm- 3.5" cal. --� E U U N D0 E P'y N � N� E 0 w F> v�� ry V > N y U m ti N E Q o . 9�, E Ua a a u U cam 3 ON acc M Q V V J > J J Z J D = O U v LU Z// J LL CL LU m J Q �ALTHOp I D N 2 JESSICA S. PRIMM Y Cert. No. 0406001256 � oFl/1 Fl/2o20 ,� N0 qPE ARC�Nlllll SHEET TITLE: SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 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: 3-Shumard Oak- 3.5" cal. 4-Witch Hazel L501 LOCATION OF STREET TREES BEHIND PEDESTRIAN WALK DICTATED BY VDOT CLEAR ZONE REQUIREMENTS 7-Prague Viburnum 10-'Alleghany' Viburnum 3-Witch Hazel 3-'October Glory' Red Maple- 3.5" cal. 5-'Mary Nell' Holly ---I 3-Shumard Oak 5-Prague Viburnum II -Eastern Redcedar p, \\\ %2\ \\\\ 5-Eastern Redcedar 67-'Shenandoah' Switch 599-Tussock Sedge `1A ,A yA 32-'Emerald Sentinel' Eastern Redcedar -'Bloodgood' London Plane Tree — 5-'Mary Nell' Holly 5-Prague Viburnum eeplechase' Arborvitae I-'Rotundiloba' American Sweetgum 5-'Steeplechase' Arborvitae 2-'Rotundiloba' American Sweetgum 5-American Yellowwood- 2.5" cal. 7-'Evelyn' Hedge Maple- 2.5" cal. 6-Willow Oak 3-'Green Mountain' Sugar Maple I-'Bloodgood' London Plane Tree 3-'Rotundiloba' American Sweetgum 'EMERALD SENTINEL' EASTERN REDCEDAR LOCATED IN SINGLE ROW TO FIT BETWEEN PROPOSED RETAINING WALLS 45-'Emerald Sentinel' Eastern Redcedar Villow Oak / 3-'Rotundiloba' American Sweetgum 5-'Rotundiloba' American Sweetgum ---\ 4-Willow Oak E U U N DD P'y N� N� E 0 waE � C) °-'N ry V > N y U N N � C a 7-� o . °� E E �Ja V a n�2 u U �a a� 3 p 3 ON 0 aco M Q (..0 V (Z_� v J > J J Z J D = O U v LU Z// J oC LL L U ,CL V J m J Q 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 1213.2019 Cou /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22-2020 County/ARB Submittal 1 08.18.2020 County/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L502 I-'Bloodgood' London Plane Tree 3-'Little Gem' Magnolia — 5-Witch Hazel � 3-'Evelyn' Hedge Maple- 2.5" cal. 4-'October Glory' Red Maple- 3.5" cal. d LOCATION OF STREET TREES BEHIND --\ - PEDESTRIAN WALK DICTATED BY VDOT ° CLEAR ZONE REQUIREMENTS rT� °"R'. X 3-'DD Blanchard' Southern Magnolia 5-'Appalachian Spring' Dogwood — 3-Oakland Holly 321-ittle Gem' Magnolia 5-'Emerald Sentinel' Eastern Redcedar ----1 5-Oakland Holly 4-'October Glory' Red Maple- 3.5" cal. 10-Winterjasmine I -Fringe Tree ---I 3-'Little Gem' Magnolia I -'Appalachian Spring' Dogwood 5-Oakland Holly 3-Fringe Tree --] 10-Winter Jasmine 3-'Little Gem' Magnolia 3-River Birch- 3.5" cal 5-Oakland Holly 2-'Appalachian Spring' Dogwood 10-Winterfasmine 3-'Little Gem' Magnolia X I -'Appalachian Spring' Dogwood 5-Oakland Holly 3-Witch Hazel X m°°° �0 �w I\\' \\ l �°X 2-Willow Oak E 5--'Rotundilc 2-'Rotundiloba' American Sweetgum I -'Gre � X I -'Green Mountain' Sugar Map I -'Green Mountain' Sugar Maple 2-Wi W1�01 I -Fringe Tree ° ° 1b ° oB WN oo oep8 e000 0 0p bob 4 .0qP °°° e°29-Winter jasmine 00 m. 0 ° 13-'Steeplechase' Arborvitae 3-River Birch- 3.5" cal. 9 8-'Mary Nell' Holly A E 0 U N DD P'y N N-u E w >F0 ry > N � E a o . ° E r� Ua a 2 u U �a a� 3 p 3 ON 0 acc M Q LU Z u 3 J > J J = O U v LU Z// J 6^.L CL Lu V m J Q *4****** 1��pLTF/Op D V O �- U JESSICA S. PRIMM Y Cert. No. 0406001256 t o�/1 Fr/2o2o � so ('APE pRC arm ****4,1*1 SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 Counry/ARB Submittal 2 12.23.2019 CountyJARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date Description 1 06.22.2020 County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L503