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SUB201900158 Plan - Submittal (First) 2020-05-08 (2)
GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S. BENNINGTON ROAD CHAROTTESVILLE, VA 22901 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 09000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) 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) DENS/ TY: ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENT/AL 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 SPA CE.• PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.29) PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: COMMUNITY PARK: 1.00 ACRES POCKET PARK #4: 0.14 ACRES POCKET PARK #1: 0.68 ACRES OPEN SPACE A (BUFFER): 0.57 ACRES POCKET PARK #2: 0.85 ACRES OPEN SPACE B (BUFFER): 0.22 ACRES POCKET PARK #3.• 0.19 ACRES TOTAL PARK AREA PROVIDED: 3.65 ACRES (28.19 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HEIGHTS(MAX): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS: RESIDENTIAL: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTIAL: FRONT: 10' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: MIN. 10' BUILDING SEPARATION & 8' CORNER LOT SETBACK REAR: 10' MINIMUM SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED. AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY.- THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDA TED TOPOGRAPHY FOR THE FINAL SI TE PLAN. INFORMA TION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRI VEWA YS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 2 PHASES. THE RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN 1 OR 2 PHASES AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN A SEPARATE PHASE. BUILDING SITES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. FRONT.• EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. 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 STORMWA TER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. SPRING HILL VILLAGE FINAL ROAD PLAN SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA \ _CD- - I I I '\ I I \ I RAREA OPENSPACE A II i p (0 7ACR S)El: i C I LOT 29 3III I LOT I LOT 0 O / 33 �_\ or BLOCK-E I - 1 I / I i ' .,v ,_. 1.z�QcREs �35 � r: 34 T _ � �� • Ir Ir \ LOT �/ ` �. ��.� � LOT i I �I 1 i P POCKE K #4 I LOT LOT LOT LOT \ I l \' AMENI -PACE 41 40 39 \ 1 I (014 C ES) BLOCK C - L PUFFER AREA LOT 3.41 ACRES 20 S'CKET PARK 43 LOT N DCAPED AMENITY 25 OPEN SPACE B 43 \ �,0.19 ACRES) LOT r ` LOT L I (0.22 ACRES) 44 1 `-M- r j [/ LOT \ LOT Il 45 IL I BLOCK G ae 47 48 49 1 ( LOT r 1.47 ACRES �� 22 L I POCKET PARK q2 I r OT III I AMENITY SPACE - --- -BLOC F �) \ :L\ 21075 ACRES L (0.85 ACRES) L-L-J--I LOT 20 LOT r L LOT LOT" OT 52 LOT 51 LOT 50 1 18 l I•� , I 5-4r ILOT 5 LOT 55 LOT 57 I OT 5 1 II OT 60 / L LOT L I � LO61 T- ♦ 62 - l LOT \` fi3 I LOT l I -I LOT IL 14 I `LOT 1 LOT LOT OT 82 L83 I LOT I 64 LOT 80 81 L 79 I r �4.�._ ' ` I I I LOT LOT LOT �. � 78----- 85 LOT /J r 77 I LOT - 10 1 L0T e� LOT 8LOT 6 / f 76 I I: y ICI si BLOCK II LOT Il ICOMMUNITY PARTb , LOT ' AMENITY SPACE: (1.00ACI-S, --- - I 6 L ' LOT - - 75I T 1771 Tq II l 8r I I" 1 I L4T [ LOT II I LOT 73 70 � I I I' 2 I"1I LOT ' _ I L II r LOT 72 I�. LOT 1 I IT f I LOT LOT LOT LOT LOT LOT I LOT LOT LOT LOT LOT I I LOT LOT LOT LOT LOT LOT I 96 97 98 too / BLOCK A 85 8] 89 I 93 I 1 95 99 10.58 ACRES I I j I , I - BLOCK B 1.35 ACRES --------------------------------------- POCKETPARK#1 �, AMENITY SPACE + �`_______________________ __ (0.68 ACRES) i------------------- 1 F\o �/ p9A8 1� oa. LJ C I I I - ----- -- ------------- ---- --- -- - I\ ------ RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 oc. BUILDINGS 2.66 cc. DRI VEWA YS 0. 75 ac. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: LOTS. 2.84 cc. -22.5% ROADS (R/W): 3.21 oc. -25. 4% OPEN SPACE: 365 oc. -28. 9% RECREA TION AREA: 2.93 oc. -25.2% (127, 625 sf) OFFS/TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS SHALL BE 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. f C s SGO�RT ?0 E Ft0 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 LANDSCAPING PLAN 29 LANDSCAPING PLAN 30 OFF -SITE SEWER PLAN & PROFILE 31 OFF -SITE SEWER PLAN & PROFILE 32 TOTAL NUMBER OF SHEETS ROADS LEGEND C i EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH d6- DEPTH OF EC-2 DITCH ... .... - EARTH DITCH DRI VEWA Y CUL VERT BENCH MARK _ _ _ _ _ CLEARING LIMITS W_ zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. OkR.LLItNS� SCOT Lic. No. 035791 � 05/05/20 O�1ss10NAL ESA z z w w z _J Z o Q O O O m w U) _J Q Q z Q w w o 0 " LU U)cwn Ww O N Ln 00 .I O r z W J_ v in ZW W J� w O 0 O N z Q 0 Q 0 Q z H� LL 1 LU (/ Q J 1\-1 J J H� Z V z H� L^^L VJ LJJ L L] ) 0. 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WOOD I (-_ -- ---_ --- _ _ -_ - QD _ � 00 o / / // / -v / /' // /' // ��' // // // / - vV A A \0v7 vv v D.B.1727P.6_4 677€'-AT ----- - -- -4 ,� ,--, N Ln -- ' v - --- i ,/ i / V 1 � / / , o , / A A \. `. n o-��m o con -_,_ - ----- +1 O 11 / /' IJ -_ ' / // / / /' --' vv vv -' /' / /' /' /' --' �' IQ \ V A A / A\ --�Tl --- __ �� s/ �- // , v z / 095 i7 v v TMP\9O-3� v_ �. - -- - _ ---- -_ -_ - -i co ------ / -OL9-- \ / / / / - --- - I - - " / _ / - \ / / / - - \ DUANE E.`AND ROW 570 - - ( -- I - I/ / I / ,' `- - �' / / /' /' �' l v• vv B .SNOWv� _ -_ _ -__--_ \ - // � / / -__TMP 90-28 -----' / / I � \ D. `. 02 P. 79 - --- ----------- /' TMP --I'_ // / 0`5' / SPRING LAND D /-' /' /' /' // /' /' _---I- `\\ D.9S�57P.234,P Af -- _%-'--\ -- MENUML _-_____ _ I MINT IR,JAMEST. I --'- ohs _ -_I / \ / /' D€ ELOPMENT,LLC _ �5,- -/ / / / / // -_ \\ `\ \ \\ - - -- - __ _ _ RLISfi-1 //- -/ �' i--_ / 4�71 P. �- i /' �� // /' /' V ` 0 ---- / /' DB P 421 v - - - / i - / / / _ \ /'y5 - - _ D. . I149 P. 133 - _ _ _ _ -' - - I - -'ll D.B. 205 P. 2� PLAT _ _ - / z' �' / v A A \ / ------ D.B. 29 P. 616 PLAT -/ I = - H.W-.P_B.1 P. 35 PLAT -' /' ' /' �/' --' 'I vv A v / / -_ --- ------ -----_ D.B. 54P.441 PLAT -- __---___ - p I _--' ---- _-0s9 - /// / /' /H. . P14 - -' /' /' /' / --- v \ v /// __ -___ -_-__- --__ / 11 059 - - I -o s / / / / / / - _ __ -_ / / - /' - I \ \ \\/// / _ ------ --_- ---- I / - - _'I / / / / v / / / - V A / ' - -- '� '- _ � R I ---� _ // / cn / --- �' /' /��� /' //� -- --- �- - \V VERY DENSE VEGETA ON /' - - - _ __ _. _ - __ ' - / ' / ` - _ - - - -_ -_ -_ - - --- fy -- - -�- -/ - -- - // / /i // / I �'�'// -/ -/ ' -/ I AV AV A --/ //// / // _ -- - - I -' /' -09s- -- --- __ t ' / / / '/ '/ ' - - -- ( - _-- - / - - _ - � EXISTING MOLE/ / / _ - _ -'' -' / \\ \\ // / / / /' - - / - t - - - I - (p� --- I HOf TO �L / / / / °ss- / /' �/ 059 v v v \ / / // _ _ _--- -- � �_-/ T�90-27� --'v -_- � + --__- M V / // // / _---- ------ // // Iv vv vv /1 /// // // - - STE ENtiTY ,' Its I ---- O E / / / / / -----' / _,- vv vv- /// / - _ -R1= D - \ 11 / - - _ --- �� --' -- E W.,AISON' /' - , � - -_ // ' / / / --� -,� v --_ // /' / / //V - / \ ___ U D� 1026 P. 715 / - , � /' / / / - - -- - / / v v / / / / / '' \ /' D.B.629P.616PLAf / - _ - \ -- - - -- --_- _---- w - / ' 11 ------ ' - --- - \ __� --------- ----- / --/ /' EXISTING /' ---- v41 v Av I ' / /' 1 -- /'' / // TREELINE (TYP.) \ 1 I* - \, V A / / / / __ / - /� - / V A V / / / _ - - I _-_--- /- I ---- - ---__ EXISTING OVERHEAD 1 _ / / /--- � - �' /Xv JI // /� --- --- --v_ EXYSTING SHEDS POWERLINEAND POLES I v `-_ /// r/ v TMP 90-35V / TO BE REMOVED TO BE REMOVED I \ / \ _ �----- / / / / I �'-__ - -\ _____ / \ � \\ I \ / / \ RONAYNE, LLC i _ /' / ' I 1 / - _0ss- - - - \ / 1 \ \ \ ' I \ /' / b-B,_ .402 / _ // /� / I / v / v vv v v v A / / in / / / /v - vv vv / v v vv vv v v / D.B. 73 P. PL - ) / �, / I11 -- vvv v - A� v `— v s I —Ovs-- cam» / D. . 440 P. 198 PLAT - - - ___ /- I / \ \\ _ —oss__ 95x8.4' \ 1\'�vletal \ / EXISTING GRAVEL v / / /----- --------_ --- _ y / / Taing I I --- - y o M / DRIVEWAY TO BE Uri`$ // __._ Fnd./1.37 I I I / -\ \ \ - \ shed\ \ shed'\ \ ravel I / REMOVED � y �' \ - / / ..,.---'^"...•-.... / / .F. of Lin I I I / V A \ \ _ - v - A V A \ v A \ Elec. A - - FT-1 \ - 540 _ " % - _� - i I I / \ \ \_'o9g_--- __/--) \ \ \ `\ Pole \ -—�------_-'_^= �/ // 0 1 % / /- AV �V A A\ �� A A��9aY \ /- - 1- ---- --- / -- -�- -- - \ \ I � / - // - / I/ / / v --__- vv I I 1 v v I A \ I 00 / - _- - -' I I // /- - -'- /I / / \\ --- -- _-\ \ // I I I \ \\ / Iv / --- -- _ '/ / �''- ---- -//I // // /--- - ----------- - \ \v ,/ // / V A A\ \V 41 //^\\ vv 0 1A - - - - v I v I --- M11t�N B $ - �� _ /, /// /� '/ -- - --v v �'�'__ - _/ /// /// anu / Fram Story -V I / I _ ' \- ---_ EDD LE AND / i i gym..____ - / - - - -- \ - -' /' / I / / - - v --- --' /' // e &Rock- K\ --- - I LIF SATE o // /' /---oss-_ ___ \ - - / \ ems / EXISTING STRUCTURE I D.B 28 P. 453 I ' I / / \\ \\ - -_ / i = j TO BE REMOVED ' 20 .264 / / /--0s9-- \- -' / = / \ _ \ \ L T TMP190-27 / / vv - - --EXISTING STRUCTURE --I I I 0 I I // 'j, v II LOT 1A I ) / __- v -- --- , I I I / v Ln 1 90-26 - - _ / / 1 - - - v _, I ROGERSCHICKEDANT� 1 / \ -- -__- TO BE REMOVED / / I '- I ; / I/\ -- \ STE t - - I I A / v- - - _ o / I �� _---- k v V D.B. 1244 461 _ _ - - _ _ o ' � / N PLEDGE �' 1' v v - -v A - 388 1>� � \ D.�. 629 P. 616 PLAT �v - �oss_ _ _ � / / I t v - _ _ _ ' I \ _ D.B. 530 P. 16�PLAT \ I \\ \\ - -NOTE: EXISTING OVERHEAD LINES TO BE — - -'tom j //// ' - I - \ /' - D.B. 1 58 P. 588, 590 PL 1 � \ \ � I -_ - F I \ EXISTING STAIRS TO \\ 1 \\ \ - RELOCATED UNDERGROUND AND THEX1.y EXISTING OFF SITE UTILITY EASEMENT v� v vv ASSOCIATED POLES WILL BE REMOVED --- _ +* \ - - -- / / -- I \ G. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII BE REMOVED D.B. P I �Q� '\ IL vv v vv v vv -- - EXISTING MANAGED ZIq - -- /-/ /' /'_ I - ar \ \' \ i \\ \ \ --_ SLOPES(TYP.) �- ��_\p GRAPHIC SCALE I 1 � -- A VDH. °� \ V A EXISTING PAINT ----- - __--" __- / _' ' o � I / /-- EXISTING OFF SITE DRAINAGE EASEMENT_ j ---------- ---- R V / EXISTING DRAINAGE _ \ MON. \ EXISTING LIMITS OF PAVEMENT - ( _-' \ D.B. PG. GRAVEL --- o I I _ \ LINES TO BE EXISTING EDGE OF _ I ; r 50 0 25 50 100 200 550 42ELM45 -- m STRUCTURE TO BE - - \ \ ROADSIDE DITCH --ors- _REPLACEMENT / _ --ors - - -' /' ' - -' \ _ L - DRIVE - \ \ \ REMOVED WITH PAVEMENT PAVEMENTOVERLAY -/ \l/ \ 1__ \ `-_--- - 558 OHE OHTV 45 ASP E - REMOVED Aproximate i i \\ \ I`I TURNLANE 4, _-- -- - ----- ____' -/ ,EXISTING DRAINAGE S / - - ` BENCH MARK IS DRIVE I� -- o FOR SOUTHBOUND --' -' STRUCTURETO BE \ I pp St omm. -- 3. CHARLOTTESVIL GIS F LLO DEBRIS s D.B.221 P.30 __+- _ -IMPROVEMENTS ----- - REMOVED \ I +vault & ' OUSE-SIRINE � Va Public Service smt. � � � � � !�" -- I =i Pole \ t- �- ---- / ---- ----- --- - LANE 25' BSL /' ._..w w - _ F - ,\ \ / I \ \ ----- / - ---- __ ----- - ---- - - -- Fiber-opt0 ( IN FEET --- - _ 15"CMP _ IF— \ OHEOHTV /______ I I \ - : / / \�----//_ \ �\ �_— -- IV388�9-933�� ---05 - ____ - - -----\ /-- - e�ang__ _ i 1 inch = 50 ft. _ _ - 1NV IJV_ - \ - _ _ — - 1--------I-------- ----- \----- - ----- ------ -- ------ ---- ----- -- ------ c Phoae ---- --- -- -- ------�------ - E 9�1�482334.6-3- - ' = SEz3.28 _ �e�, wz \ _ -- _ Pole \ -- \---� -- ---------------- ole -- ---/ --sec. Ph9ng------------------_ --- ----` EXISTING CURBING _--� - 5sa.oa \ - -- -- --_ ---------------------- ---- --- — _ - Poe A �ON 527. - TO BE REMOVED 1- ---------- - - ��Z Poe / E ec_ /LU - o - _ _ - _ 0 _ \ - , \ _ �560— - -1 � j1 33'5 31\98��0 // ' r S33'30'20"W 246.36' C3- -\ -- -/ � - --\- °+aHroH OHE- - _ _ r _� -� ___� _ t_�_ _ - Z V=i - FULL - SI No \ - riP/ I - _-- \ \\ I --\ '- DEBRIS ` /- - __ _ ..— -..- \ \-- - \53o--_ 15CMP.- /ram I --_____ _ \_y___ -- _ Ln I _ -I _ \ /o - ❑❑MAILBOX _ - - _ __ _ __ -____------- l� y ----i_ �-*_- � ----_ _ _ - m - _- IN�IN---_ `-- --__ ---------_-_ � F - / Z 1 ___ --__ --- - INV IN o ❑m \ h \ - _ _ _ - \ ----- / - 5 2.58 - T@[ FED - W L'j U - TO TV _ �� 0 552�7 \ MAILBOX r / y --- - _---- ------ -PO LOVV V OUT +5 / Q F SIG - - - - - o lv IL X _ _ _ /' / -' --- _ _ _ - - / � MAILBOX 1 ��, ❑ OHT OHTV = J/ - \ _ _ _ _ _ LLOFDEBRIS Y' mm G) - _- c - - - - - ---___------------------- - OH ------- - / FULL OF55 9 7�-- D __INV - -- �sso / -- -- _ — --- --- / WALL ° -_--------------�---____ ---- �___----_------�__ - _ 530 / I m - _ OHT__ - PO eo ) Ph0 e - �VNAIL�OX- - �- - _------__ _---_--- _- -- -- - -_ IUAILBOX-- f / / - fNV IN rjT < ---- \--------------------- ° / r / - 527.60 ] N �UT---------- ---------- - - / O �G------ ---- _lip -- C P 7.32 � - -- T"P.-�2EI ° ' ---- -- -=-7b-------- ---- -- --4T------- 52 .71 ---------------_Nn�\ - _ \ �/ PF /VDH. ' Aproximate \ ` VDH. / ^- - - b E DIE LEE D r 0 \ - ) \ A rox. 10' VEPCO Esmt. ---b. - --- --- - 5Y1 - - ---- - I_ y `, � I; �"�- "', � -� EXISTING I MON. Public Service Esmt. \ / I p MON/ -" _'�------___ ----- \ EXISTING DRAINAGE _szo--- -- I -i I ` < - / v I A D.B.221 P.305 <v v D.B.462 P.116 I - MILIFE LEE T T 1 D / T P 90-21 � ' - -M IL- Q - t NORTHBOUND LANE / OA \ ._ D.B.288 P.80 EXISTING DRAINAGE - - �� --- STRUCTURE TO BE D.B. 37-S P. 243 oO STE HEN B. 21 RY J TO REMAIN " \ \ I \ LIMITS OF PAVEMENT I STRUCTURES AND - - ���°\7� _��_ REMOVED I JERRYLEEAND IWAI I l // T -21 y N \ \ TMP90-21H _ REPLACEMENT FOR TMP90-21H szo__ -- TMP90-19 CULVERTS TO BE i _-_,3ceo3s D.B. 325 P. 367 PLAT DE °"'01 1 - WI BU ND E M. - \ \ \ - \ I < o�, - 3, .rs I I 1 D. 16P. 7 I \ \ DOROTHYB.HUNT -\ Z f NEW DRAINAGE PIPE REMOVED DOROTHYB.HUNT I too a \ - - --------------- - B. 3767 P. 332 ( -520- - -szo- _ _ w - ETT - - JULIA P. BATTEN JRI \ \ D.B. 3289 P. 68, 71 PLAT \ Q q D.B. 3289 P. 68, 71 PLAT z� \ �_ -SIGN ,- � 338 P. 6 AT I �, I �Nq a P\ I CROSSING D.B 325 P. 367 PLA I I I _ D.B. 19 4 PAT I _ \ \ D.B 1717 P. 33 1 D.B 17.1.7 P. 31 ° \ \ - _ , - - - - - - _ _ ° �' . D.B. 1717 P. 31 - � v I I m9� /� I / (D A - --_ o--� s - - I I o v v D.B. 1350 P. 226, 227 PLAT D. B. 1350 P. 226, 227 PLAT - - - �' ' v / D.B. 1350 P. 226, 227 PLAT \ 0_ v - - - - - - � - - - / "' _ M co co N M C) N (N w J_ U) LU Q = U LU �__ Z) U) LU C0 LU Qd L.f_ r< V C) N z M 0 O 0. J z H� I LU Q 1—I J H� V z i--i 0^^ Ir..^L V 1 L I z O 0 z O v 0 z_ L0 X LU I- �=; w w a U) JOB NO. 182157 SCALE 111 = 50' SHEET NO. 2 LOT NUMBER LOT AREA (SF) BUILDABLE AREA (SF) LOT UMB 1 2,864 1,518 51 2 2,006 1,263 52 3 1,571 978 53 4 1,552 960 54 5 2,700 1,366 55 6 2,654 1,321 56 7 1,853 1,113 57 8 1,465 873 58 9 1,450 858 59 10 2,459 1,182 60 11 2,436 1,159 61 12 1,773 1,033 62 13 1,421 836 63 14 1,422 830 64 15 2,749 1,094 65 16 2,846 1,134 66 17 1,770 1,030 67 18 1,416 824 68 19 1,770 1,030 69 20 1,416 824 70 21 1,770 1,030 71 22 2,301 1,081 72 23 2,301 1,081 73 24 1,770 1,030 74 25 1,416 824 75 26 1,416 824 76 27 1,770 1,030 77 28 3, 728 1,823 78 29 2,210 1,342 79 30 1,792 1,351 80 31 1,798 1,357 81 32 1,852 1,409 82 33 2,947 1,828 83 34 3,082 1,874 84 35 1,764 1,323 85 36 1,715 1,274 86 37 1,713 1,272 87 38 2,854 1,902 88 39 3,001 2,042 89 40 1,841 1,396 90 41 1,790 1,350 91 42 2,251 1,59 92 43 2,508 1,601 93 44 1,875 1,434 94 45 1,848 1,408 95 46 1,869 1,428 96 47 2,474 1,573 97 48 2,383 1,494 98 49 1,798 1,358 99 50 1,805 1,365 100 LOT AREA BUILDABLE - ` - ` 5 - - - \ I \ I .e t t "\ �° w I MAINTENANCE EASEMENT \ � c" Z 1 a NOTE: RETAINING WALLS SHALL SEE ASPHALT DETAIL ON SHEET 10.' " " 22 I _ _ _\ ," . t " ` e k . nll 66 _ ER (SF) AREA (SF) _ _ - _ _ L a I. REQUIRE BUILDING PERMITS �e I_- II LOT II LOT 1 �\. NII _ LOT O I ],824 1,388 z2 I I _ _ - -11 LOT LOT I \\ _ . , III 18 1 o Ia_ LOT II 2 1 11 50 I PROPOSED 6 °-11 I 1 � 0 S 1,797 1,358 PROPOSED SEGMENTED RETAINING WALL o I OT II 53 _ I 5 PLANTING STRIP \ II _ 1 66 LOT i I \ .: `\ - 11 o of LOT 1 0 2,128 1,310 w/ HANDRAILS SEE GRADING SHEETS FOR - " \ LOT ,,� I 5 II Do 11 « \ I + N q 56 I 55 I M CHL E -SEE Hf T 4 �\ ". \ I I N .I 0 4,300 3,028 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 3g < I I III I III 1 II" `�I ` " II 1 17 ( m I \ LOT \ 57 _ II II II ti, \ I1 3,326 2,686 I I . I \ , -\ I _ I II SPEED LIMIT SIGN w . " • . , " . --- ,, \\ \ \ \ Ij III ►r,l I I __I 1 � NO PARKING 61 al q \ $ \ \ oo 11 _ _ L- - - 4,060 2,840 L `I PROPOSES r " t " " , h r \ \ LOT \ 5 I I II SIGN (TYP) 1\ oo I ti \ \ \ I I IL_ _ NI LOT 16 4,091 2,871 �., \ \ LOT W \ I I + 1 \ L m I. :I OPEN SPACE r \ \ 59 \\ I I__ STREET. PT.15 20.45 _ I STOP SIGN TYP. C I 3,355 2 714 w 1 . r \ �" \\ I I °° NI- ( ) u 1 / 60�\ `� \\, `O - -, 2' 28' SIGN (TYP)\ \ \ 1 , , 4,217 2,992 I Z I, 1.0] AC) s, .�\\ _ - _2� 22 2 ` IMITS OF PUBLIC ROAD R/W 4,228 3,009 I I I .- , k` t . , t t r . '�� i i \ \ - I - - 22 r ham\ I I Z 3' 41' 19 1 . i LOT \ .0\\�,- e ° . I a �\ o S 3,393 2,753 Z ` \s + 4 u - \ 1 1 61 3,447 2,806 / r r \ \\ � 2 . C PROPOSED PC: 1 + 66 � 0 1 + O u a IE \ \ \6�\ 15+50 16+o0 5 49 \ rl - o LOYOLA WAY 7 5 + I` u .i i r - - 1 cn 3 M 5 218 3 745 I % r ►- '° CG-6 (TYP) _ - e- ri 4 t , i \ \ ✓ p . 15 -`_ _ in _ - \ PROPOSED ALLEY 4 710 3 424 I° 'y r \ \ % R PROPOSED STOP BAR (TYP.) - 17+00 z I LOT \\ �/� \ z o _ -- 512 16+50 30'PRIVATE R/W I 3,654 3,016 w 62 \ LAwA STREET 2 \ cy 3,380 2,737 ! �o�LOYD ' pua�ic 1 00 41 2' `rr Ni. \ ko° - OSED:-4 I - 4 a 3 854 2,668 , \ /� /� m STREET SIGN TYP LOT -A + I t -oi 3,841 2,676 I , I , i 'y 2 - - . ,i - - - I. / / - I. 63 r I LOT - 3 241 2,600 I . ° e , e r \ \ \ o -� � � I d -j � I t o • � ti �. J I : 3 245 2,605 i Q r o 2_ 5 0 I I' \ \r ` x� - - TYP.) I \ 21_ ( O \ l r ti3 _ PT• : + 4,308 3,026 I I \ \ / _ \ I 1" ,� 16+00. 1 STOP SIGN (TYP.) ] 1 - I' LOT l rl - 4 582 2 970 2 1 , , � , I 3,383 2,743 \ �:. - - , ' PLANTING STRIP PROPOSED I` E/P E/P 1LF , I PROPOSED 6' ° 11 II CG-12 TYP. 1 3,364 2,724 I -- -- -- PLANTING STRIP r \ 1 I o (TYP.) 1 - 1 66' - -- r . y r \ PROPOSED - 0 L 1 �o LOT - 4' 1 I,. I------- f t 3� \ 5 0 3 6 3, 69 I 95_ ` o r .:Q o I - o � \ CONCRETE SIDEWALK II � I '-, IL I I 2 f 13 L I :! -- -- 4,458 3,389 x ------ - - - - - � � � ny x o r/ � \ i I rn I, I I I- I I t I I o \\ \ 1° F/C F/C I 3,732 3,090 0) I \ PROPOSED CG-gB ENTRANCE (TYP.) \ ��' \ LOT LOT I I 1 0l 66 LJJ x " I I LOT I �j, a f r% SEE DETAIL SHEET Zo. \ �° LOT LOT I o 1 N LOT � `, J 3,627 2,984 I -- N PARKIN �'% \ 80 3 I I + I J o O G II 82 8 I I I } I 12 N 4,084 3,012 I I 64 r \ \ LOT \ II 81 I I T t-o I L_ Q Ln + L SIGN (TYP) \\ I 4016 2874 fv� \ r o \-- -_ I ° I 1 I ,I 3,384 2,742 �- - - - _ _ - / \ \ I LOT - �� \ ----- I�------ I NO PARING 8 h j I I l0] / \ \ \ i __I 1 SIGN (TYP) 11 I 3,377 2,736 I , ` o f \ LOT ` r -01 - - 1 I N 4,665 3,002 M I LOT w \ \ 7$ \ i r 1 42 / w----- - - - -J 2,156 1,312 j I L \ 32 z - t 1❑ 66 I 65 - - "� "� \ \`-O' 36 -� ° e ,` ` ` . t ` . t / 11 Iv S' SIDE SETBACK 1,281 961 I I \ r / w 1Z - 1 - - - -- -� / / \ LOT a F- ] . . 1. . -r' I 1 282 962 \\ i r / . , t If- ril io 77 r / o LOT 1,605 1,204 I 5 � \ \ r P t . r -- `�`� `. u + I I I I I - ,C e - I - r �e 'I I / \ �C,r J 2 , - I I I " 3 e PR P ED . e I O O S 6' r 10 \ 5 I 2 176 1 303 f r - . m - / i trl :� in � - L I I I- N \ L T . - O t PLANTIN TRIP GS L T \ r P r � I O r - / M t e V `I Ll 2,170 1 328 r " I e . 1 - a I r r I \ r 68 / i O I 1 1 PR P I O SED` O e 1 i - 6 � , r . , . •4�`e e t t . - -- I LOT � - 1 7 I , o SV' M FACILITll't�` o� I �. 1, 288 968 I C + \ r 3 .. • E -X_ 1e e . x` --I 1,288 968 r • . " .. E • I I / �\ r t e �` •` . t -X x. x:_ I _ 691 I N • 1 I (� R \ r e -I Im J" / � �. � r i . e e e k e . t ` •e. .k ` e e %* k\` I..L � - I e LOT 1,612 1,212 �I- ' e' PROPOSED 5 a ,i I x .• . . t � 1 � �, � • , e , e ... ` ..: r` . , < ...: `• `ems`" " r . �% � PROPOSED 1 2 178 1 334 - I LOT f N o CONCRETE SIDEWALK S s7 i / e ` •` `` ..: ;` `.`,` o I I ' a , " . �. CONCRETE SIDEWALK o' , , e CR DEWALK . L 2,182 1 337 I I FsF e ., --- 1 0 1 _ I 70' F 3 L 67 _ 1� re - - , I , III U. I o i .x + I I I I I .•° 1 ° 01 �C � •, e t..t" " x' ,/ I� I NI Ja o u, \ ; / q LOT 1,618 1,217 1 x I PC: 11+6 NIl 1 PROPOSED SEGMENTED RETAINING WALL / 1 o 0° n I+^ 4.57 ° 1,296 974 x r--- - _ g a I ------ 1-_?7� - w/ HANDRAILS SEE GRADING SHEETS FOR i g r PROPOSED 6'" I 7 L ~ �- `H II ' I 1,297 975 �wl� - - _ _ I O1 I j FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)"` . " PLANTING STRIP al 1 71' c� � - � -____ �� - --- o F __I �/: I I LOT la Qi� • " 1,623 1 22 l -- W ,6 3 6 � r - _- _ _ _ Ln -- - I - NOTE: RETAINING WALLS SHALL x� � ,� , r ` . - �./x/ 1 II w I � {{II 2,117 1,325 PROPOSED CG 9B ENTRANCE (TYP.) I ,-+ N I LOT j M �x-xTxTX`= - 6 - rq w _ wl ,� 2 I REQUIRE BUILDING PERMITS x X "��-x `X �X x"=X�nX=�Xr r/ - I L 10 N N a I u SEE DETAIL, SHEET20 1 I // 11IF I. "' Z 1 LOT I E/P E/P __ II I I O > w 75 /✓o III 1 >_ 80 - - - 2T -- a i __ - - _ 99_ J z l � _o 6 8 Po - �� - 1 01 C o_ rvi z IIM 2 I PRO`POSrn " / of - - 0 TMP 90-27B I F/c etc II ,/Z1 N N o a -_ - ---- _ I N1 LOT �I OPEN SPACE �� STEVEN W. AND BETTY C. JOHNSON 1 -- - I . , e , �o D.B. 1026 P. 715 N pl I 97 4 _ ^I 74 m m (1.00 AC) p .` Q j �I 5 LOT I� cv f D.B. 629 P. 616 PLAT j `"' Z R/W R/W I I 5 JI LOT m�L o I `w NOTE: SPEED LIMIT SIGNS WILL BE �' I L r-IN 0 �_ - 100 - REQUIRED TO BE INSTALLED UPON NOTE: SEE FINAL SITE PLAN FOR DETAIL I oI I 69 ^� + - - _ _ _ � PROPOSED SIGHT / :/ 111 LOT 74 N 0 + - 1 REVIEW DURING CONSTRUCTION OF LANDSCAPING/FENCE BUFFER AREA I I e FJ- �' I fl I uj n'1T Tn n rr1/- rnl, 1nlrrnlnl/ DISTANCE EASEMENT GRAPHIC SCALE 30 0 15 30 60 1 1 inch - 30 ft. I NOTE: SEE FINAL SITE PLAN FOR DETAIL OF LANDSCAPING IN OPEN SPACE/BUFFER AREAS I ROPOSED GUARDRAIL _TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING PROPOSED ECG-2 (TYP) - - - - SEE SHEET 10 FOR ROLL-TOP CURB ENTRANCE DETAIL PC:14+03.70 120 PROPOSED 30' PRIVATE STREET EASEMENT NOTE: RETAINING WALLS SHALL - - - - - - - REQUIRE BUILDING PERMITS PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS - SEE GRADING SHEETS FOR PT:14+61.31 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) V CK'f UCINJC V CVC I N I I_'ll TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) - I TMP 90-35 DUANE E. AND ROWENA M. SNOW NO PARKING D.B. 702 P. 792 SIGN (TYP) D.B. 657 P. 234 PLAT PROPOSED GUARDRAIL ROLL -FACE CURBING FOR DRIVEWAY ACCESS PROPOSED CG-2 (TYP) TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) SEE SHEET 10 FOR ROLL-TOP CURB ENTRANCE DETAIL TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING PEED LIMIT SIGN OPOSED GUARDRAIL NO PARKING SIGN (TYP) ' ETBAC u P ° CG 12 TYP. 1 (TYP.) TYP. SEE DETAIL, SHEET 10. _ (TYP.) I a I(TYP.) I 1 SIGN (TYP) x I I 1 (TYP.) (TYP:) - I. PROPOSED 1 PROPOSED 5' w 1 f>�1 I PC' LIMITS OF PUBLIC ROAD R/W 5 I . I PEED LIMIT IGN. I f S S ` 9x J CONCRETE SIDEWALK u) L PROPOSED CG-9A ENTRANCE (TYP.)_ -1 l.� 6Q PROPOSED 6' - x CONCRETE SIDEWALK- - L __1 L J I. 1 I w- t� - I, -u, `u� h �+ u, p u, SEE DETAIL, SHEET 10. u' %� / So / STREET CONCRETE SIDEWALK NOTE: SEE FINAL SITE PLAN FOR DETAIL OF I _ � � 11 �o I F / LANDSCAPING IN OPEN SPACE/BUFFER AREAS -u ul 1 '� SIGN (TYP) " 0 oe - 1. 1 LOT l 1 LOT LOT LOT LOT LOT LOT LOT LOT LOT _ 1 LOT LOT LOT e II o �i-PROPOSED YP.) LOT 1 LOT LOT LOT I 98 I + / J EXTEND CG-6 CURB TH UGH TMP 90-27 ; I ` I 84 85 86 87 88 89 1 90 91 92 93 94 1 le..` e` .` ` 95 96 97 99 100 3s' , �/ 1 AND TI - N 1 /C,F /��PROPOSED SIGHT WITH EXISTING PAVEM T LOT 1 A I ` . I .` ,j 11 I I ` " ° .e k I � / , � - - � e IL _ l' DISTANCE EA EMENT ---S - ROGER SCHICKEDANTZ I . I -- -- - - - --, - ------------------ /-- -- -- -- - - -fINTERSECTION - 10 R SET , CK o .I N D.B. 1244 P. 461 2 1 1 1 1 1 1 1 1 1 P 1 1 62 / PROPOSED I \ 7 16 16 20 20 z 26 ° 16 16 20 26 26 20 16 16 20 23 D.B. 629 P. 616 PLAT I, 9 ° ° CONCRETE SIDEWALK D.B. 530 P. 164 PLAT I - - " e " r r k t : r e r r t • t t e e r •. •• r•. " r SPEED LIMIT SIGN �I � 10 / TIE-IN CG 6 CURB TO EXISTTNG- PROPOSED " NOTE: AREA TO BE DEDICATED TO VDOT �h CURB MATCH EXISTING GRADE NOTE: SEE FINAL SITE PLAN FOR DETAIL I WITH A FINAL SUBDIVISION PLAT I / _ PROPOSED PUBLIC ROAD R/W rr OPEN SPACE OF LANDSCAPING/FENCE BUFFER AREA PROPOSED 6 I Ln + I / T 0 ._ o.68 AC PLANTING STRIP I N / - --- -- --_ BENCH MARK IS ) STREET SIGN TYP 1 �e 1 (TYP) t PROPOSED6 L HA I I`� . • C RLOTTESVILLE GIS oPT: 20+77.71 - PLANTING STRIP �- ROUSE-SIRINE «- ° PROPOSED 8' NOTE: SEE SHEET 5 FOR DESIGN I - PROPOSED STOP BAR (TYP.) / +\ PROPOSED PROPOSED 8' STATION 105 I CONCRETE SIDEWALKF PROPOSED 6' (TYP.) CONCRETE SIDEWALK PROPOSED � .." OF THE ROUTE zo IMPROVEMENTS � � E I / � I N 3882993.340 I - PLANTING STRIP P SIG (Y 1 _ STO N (TYP.) - " I �CG 12 TYP. CG-6 (TYP) , LX X-x� I.X-X-X-X-X�xX-X�X�x-XX-X-X-X-., X- xXXX _XX„_XX_ XX X _ X \ 1 � �A E 11482334 683 - - - - -XXx- Xx X X x x.-xX,-XXX- X, -, XXX X -,X x - Xx-' ,�� dOls / ELEVATION 527.7± . ° • . � s SCOTT R. LLINS Z C-) Lie. No. 035791,E �0�'Nsol�'O/IVAL 05/2�� 0 Y�Gti� z z w w O O z z O w w � ZO ¢ 03 C6 a z O u M u D U m U U) - u 0 O U w J J J Q m' z o w a w � a Q 22 z o w w w w w W wwQQ w w a a o 0 w w Ice � 0"O O N wLn \ N Q � N O o � O N Ln ri O ..- e-- - --- _ - -- - >. ° :PROPOSED -- ---------------------- + - CG-6 TYP _- ----- ----= ----------------- ]STANCE=66 SIGHTD 5 N U.S. RT20(80i)SCOTTS ILLE _ ROAD 55 PH) ( ) _ _ wU. PG.35 - -_ ♦ --sGHT DrSTANCE=HWPB.1 �w 0 w cE_n ------- --- ---------------- 1 - - JOB NO. _------ -_____ ❑ ------- - - - - - _ EXISTING PROPERTY BOUNDARY- 182157 IJ MAILBOX ❑ MAILB X - y SCALE G) - - oSIGN------------------ _-=- 11 I 1 = 30 Cn MAILBOX MAILBOX ---------------------------------------------------------------------------------- SHEET NO. - - - - - - = INV IN � MAILBOX s 3 NETIE-IN PROPOSED CEXISTING \ �I CURB AT AT ENTRANCE - Q / L . : �1 � / I �: I PROPOSED 10 ASPHALT � � NOTE: AREA TO BE DEDICATED TO VDOT N I I \ SHARED USE PATH �' WITH A FINAL SUBDIVISION PLAT �e II le I \ e ° .I NOTE: RETAINING WALLS SHALL t` - � ° •• ° • ° ° REQUIRE BUILDING PERMITS PROPOSED PROPOSED SEGMENTED RETAINING WALLS OPEN SPACE I w/ HANDRAILS ' I - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 4 I � t e 22 22' 22' 28' 44 I _ - - - - AR SETBACK /oj PROPOSED 6' t f -- -- zo RE I l j j I -- PLANTING STRIP �- i / - - -----i - - - II —LpT li LOT TMP 90 33 LOT �I JEANNETTE D. SMITH j ° • E� ��� �v LOT I� LOT ii 31 �I �1 2g °` i �m 32 NOTE: SEE FINAL SITE PLAN FOR DETAIL OF D.B. 4254, PG.118 6Q I er t LANDSCAPING IN OPEN SPACE/BUFFER AREAS e . °.° � _ � I � LOT r �PROPOSED CG-gB ENTRANCE (TYP.) Ii o34 IIl a^o SEE DETAIL, SHEET 1o. III LOT \ \-- O PARKING + LIMITS OF PROPOSED 30' _ I e t r ek .. , ..e .k .° ` ` ° ti� \ ��, \ \ N SIGN (TYP)- 0 1 PRIVATE STREET EASEMENT S O 35 \ I / .°r.•`.° t°t°°t v LOT`— —+ r` 36 2 Q�° i i ie , � � I 21 LOT ` y 2 TMP 90-35A1 A NOTE: AREA TO BE DEDICATED TO VDOT ' 20� 22' 22 , LLC ' ' ` a 5� HOLDINGS ANG \ RDF WITH A FINAL SUBDIVISION PLAT-- - - -- _ 3 2 +oo 12+50 N � � , r ° ee ,` °`LOT \` \�� ��a•� T 12 � N - I r D.B. 102Q P. 715 \ - k w, n _ —m ° I D.B. 657 P. 34 PLAT / Ok cy ii . ° . . °fie t . 1 --- -- �� VA `��ji � a -t•1 I I z b .. � � N 1 g _ e I � 3 STOP ;e e ..`eke .` .` e` -� LOT II -T 1 LOT o \ \ 5' ' 200 - O PROPOSED • SIGN (TYP.) ao °°: •° ee ` ... ,` ` . I �O II I1 LOT II �n \ CONCRETE SIDEWALK / 11k5 ... , , t . , � � ` _ PROPOSED ° . e I 1 �` \ � � � t . Ln 39 s 4 � . r. + o. e. °.e° I I LFO � I � !,y ,a � � .° `°tF `°E,``e,° N o: I PROPOSED GUARDRAIL CONCRETE SIDEWALK I� W -J i ti �" '� + , I I I E �. e e ° 1I II- �, koo d rq PROPOSED NO PARKING or �o1-I 00 1 II o /r ,� yy �`� I- TRANSITION FROM CG 6 CURB CG-12 (TYP.) SIGN (TYP) - I1 A JP �v ... - 66 1. yo° m, TO ROLL -FACE CURBING j ✓< - lox __ PROPOSED \ \ �� ?, O \J 00 LOT PROPOSED 6 PLANTING STRIP rn v�. so __-_. �; PLANTING STRIP PROPOSED6' \�i4i Q� Q� N I allo SPEED LIMIT SIGN / EXISTING PROPERTY BOUNDARY PROPOSED — _ \ / °� 28 .L rn- - --- _ PLANTING STRIP 2g + 2 _ A '' R PROPOSED 6 L ro CG 6 (TYP) - 22 - - C c° �'� W ZZ _ _ - 3 STOP ` so x �. SIDEWALK 66 L `PROPOSED ee x - x o � � I J o o LL I � r 0 V O ° . o ° .o 0 . �' - _ SIGN TYP. 9. j I LOT CG-6 (TYP) . e r � � �.o ,, � � � _ ° . ( )J � > �` �,.,, o � J + / / 2 a _ _ 12 6 PROPOSED 5', - N 'I Q r. o 'R�\� i 2 i \ 0 1+ - NO PARKING 7 STREET so �A1IPHIN _ CONCRETE SIDEWALK. :PR _` 12+00 v � °°apSIGN (TYP)_ - DRIVE a z+so / ! �1 LOT 66 N a4O ROPOSE N a R �I TREET x �, � °I D VAR. WIDTH PUBLIS x=x C STREET ��SIGN (TYP) . 26OPOSED PUBLIC R/W / S�i� \ a 3S o o 4 Cr, PROPOSED , b6' Z3x° x LOT - SEE SHEET 10 FOR ROLL-TOP G °o .e .,° • \: oo � C -12 (TYP.) PROPOSEDI F,° �I CURB ENTRANCE DETAIL °I LOT // / A�j��� o x 2 L [ ,1 e 5 PROPOSED PAVED TURN LANE a 32, \ OPEN SPAC o ; ALONG AVON STREET EXTENDED / / �+3 / / / _-1$' - 4 ` \ 1bQ0 (0.19 AC) of 66'_ �I + \ N LOT al + 1 mri ROLL -FACE CURBING j I I I I PROPOSED 10 ASPHALT / / / (TYP.) �� PROPOSED 6' �I N ,I � SHARED USE PATH / //� e PROPOSED 6 `1► Z�, PLANTING STRIP 24 wl FOR DRIVEWAY ACCESS 44 /i PLANTING STRIP _ \ '`� ��� xso SR STRIP / 66 / / I ( ) .. ao � � . PROPOSED 5 � d l PROPOSED ASPHALT I . / LOT / / 1j PROPOSED CG-gB ENTRANCE TYP. NO PARKING �\ .��e �� �o LOT wl TRANSITION FROM ROLL FACE EDGE OF PAVEMENT ` ° / ° �� o CONCRETE SIDEWALK -� lee ` /! o'� // / I I SEE DETAIL SHEET 1o. SIGN (TYP) ``� ` `\ . �` Q I � ,I CURBING TO CG-6 CURB AT 2 N 45 / / I I - I a\,` re 'gyp, PROPOSED - 3 r, DRAINAGE INLET IN THIS LOCATION ° II - - PROPOSED 5 \° <e .k ` .e o �� m -- - - (6' MIN. TRANSITION LENGTH) / /O'r I t e /// / % LOT II - \ �` A CG-6 (TYP) N 5' SIDE SETBACK // / r \\ v • 1 I I LOT I LOT SIDEWALK • av ��� — � to I CONCRETE SI I r ` • \ \ � \ � e _ 66 -- { °',p / t/ 46 LOT 'M e . - \��f 0 1 NOTE: SEE FINAL SITE PLAN FOR DETAIL / F N _ o- \�'�'PS / �\ ;�I I o; 48 49 ��� o LOT N 5 N OF LANDSCAPING/FENCE BUFFER AREA 1 F / ,� o j o �. PROPOSED 30'PRIVATE Te 1 0 01 ,\ate 0 1 0I o f PROPOSED \� STREET EASEMENT �I ED SEGMENTED RETAINING WALL \ \\\� 1 22 %I PROPOSED VAR. WIDTH / / - _ _ J11 - - II 1 w/ HANDRAILS - SEE GRADING SHEETS FOR 66` /I- SWM EASEMENT \ �6, i FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) \c ��\o�, \ o LOT 1 30 PROPOSED 10' ACCESS & V ` �ti� �\o. 0 I \ MAINTENANCE EASEMENT - PROPOSED SIGHTa� `` 21 I I --- --- ---- \ \� L 1 O D 38 32 DISTANCE EASEMENT \ \ \\� 1 66' ��` — — — 32— 39\ \e. `\ ; e Col LOT j I Svd,M Eiji rY .k� - - -\� �X I, t -- -- - - 2' — 8— '1 `�. ,• �,` ` .k. p k , ..e,'e`y.e ', e t e e • -- —, 22'; � — \ . �O.e �\\ '� 2 �� . so �` 20 +'I PROPOSED SEGMENTED RETAINING WALLS \ Ln ' N _ I w/ HANDRAILS SEE GRADING SHEETS FOR I 33 — �K ?�`\ NI LOT 66 ao J FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 36' _ _ _ - - 10` REA SETBA �\ r a\ \ ri N ;I J I PROPOSED 5' ASPHALT PATHWAY, 22 _ - - - PROPOSED 10 ACCESS & \� I �� �\\\ o � L L I NOTE: RETAINING WALLS SHALL ----- --SEE ASPHALT DETAIL ON SHEET 1o. 22 I I MAINTENANCE, EASEMENT _ _ _ _� ^I ° \ Il LOT 66' 1 - o 1> I REQUIRE BUILDING PERMITS I - I - . � � .. ` . ° . z2 ,—' � , I I_-----1 LOT II LOT II LOT II LOT il� � 'o �Noil - I 18 � ; II��, o � J I PROPOSED 6 _1 1 = o LOT I 2 I 51 , 50 1 I OT II 53 I 5 PLANTING STRIP \ II O 66 a m PROPOSED SEGMENTED RETAINING WALL �o , -' \� LQT \\ II II 11 II � I � I Lnl I I �� . \ `\ II o �° of LOT I I o w/ HANDRAILS - SEE GRADING SHEETS FOR \ I 5 II 1 LOT 55 I I _ I �e II u, NI N FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) '39 \\ 56 l IL ATC I ILIN A S IIE S EET3 III II L I I Ile`�I : Ilil 1 i > 17 m1 _ \ LOT \ 57 I I I II I y I SPEED LIMIT SIGN I r \ II Lnll II li II I I` NO PARKING \II w ° : I: \ \ LOT \ 58\ 1 LI I oo ll_ _ I_ _ L_ _ I SIGN TYP _ 6 .I° I° PROPOSED ti� r \ \ - ,�\ - ( ) �I� LOT 16 I o NOTE: SEE FINAL SITE PLAN FOR DETAIL OF I - N m / r \ LOT \ \ , _ PT: 15+20.45 LANDSCAPING IN OPEN SPACE/BUFFER AREAS I OPEN SPACE ° r i �� \ \ , \ 59 �\\ � I_ � ,� — STREET STOP SIGN (TYP.). L i v 1 1.0 AC / r \ \ 60 \ — - 22' 28' SIGN,(TYP II z e I. 7 r - 22 II , _ - I LIMITS OF PUBLIC ROAD R/W I I° ,y r i F� J�\ \ \\\\\ o 6' 22 ` ,�i` 11 \ — — PROPOSED GUARDRAIL =I : '� / LOT O\ \ ,o\ --6, - a2h \ LI,r, e �3 41 19 M 2 o a_ Iri i \ 6i \ Ste\ \ \�- _�_ 4 ; as �n 0. y o \\, r� 2 v PROPOSED PC:1 + 6— 6 L+n_ o Ln / ` \ \6�\ 15+50 16+o0 5 49 ,� 3o' LOYOLA WAY 17+5o r+n TRANSITION FROM CG 6 CURB r / / \ \ d +oo CG-6 (TYP) - - - e �— A- TO ROLL -FACE CURBING 1.5 - PROPOSED ALLEY PROPOSED STOP BAR TYP.) _ 1 +00 , LOT \ \ ! 2 + o_ PROPOSED Q i r —� 512'R ( 16+50 \ —i 3o PRIVATE R/W J I°° /r \ 62 \ \ \\ \ /� 14 5 . % \Y REST x \ �; 1 CG-2 (TYP) \ /« o I r 1q�\ /_ - L ���-,PUgLICST of `;. I �s h sr pOSEU 4 `p 4 — 42 — — — I Z LOT - - - - � ;�� PRO 10 _ - STREET SIGN (TYP) SEE SHEET 10 FOR ROLL-TOP � � b, - � � 1 --- Ln_ ---- o. I N CURB ENTRANCE DETAIL I: 6 / _ — LOT ` . 3 �o y _ T2 - O o I i Q o 8 0 15 I o y � - — TYP. • 0 ° a ° I 59 66 I I GRAPHIC SCALE 15 30 60 STOP SIGN (TYP.) I • 2 �01 LOT - `� PC: 14+03.70 p ✓ PROPOSED 6' _I 1 I 1 ( IN FEET ) .. • `� / I ° f - PLANTING STRIP II PROPOSED I` E/P E/P ILL L ! 1 inch - 30 ft. 120 PROPOSED 6'L�NKPROPOSED I — — 1 --CG-12 TYP. l I 30 — PLANTING STRIP /r ti�� ` \ PROPOSED III II- °o (I ) LOT STREET EASEMENT I F -- -_--g — \ / g o 3 5 o I 5- --- CONCRETE SIDEWALK _ - - - - - - - ` ✓ '°a- oo r o C ETE SIDEWA I 2 13 L I `� o F C F ) Lu I NOTE: RETAINING WALLS:SHALLPROPOSED CG- B ENTRANCE (TYP.) ` 's LOT 11 LOT I °p I / /C I - I 66'- W REQUIRE BUILDING PERITS - - - - - - - - - I I y, g LOT I I I I 1 0l I I l LOT a+ rf SEE DETAIL, SHEET 1o. LOT N LOT J I $ 2 83 I I, N J o I I 6 NO PARKING..\. \ LOT 80 81 II I I II 12 Ln 4 SIGN (TYP) / r I I ,� Q ` \ I � II I`----- -J I I I TD 1 66' 1 H PROPOSED SEGMENTED RETAINING WALLS � lri 0W ZCOTDR LLINS'Z Lic. No. 035791,E 05/05/20 �4 z z W W z Z o a 0 Oo U m M M w 0 Lr) J ¢ Q Z Q W W a a 0 z 0 0 W W w W —1 O O N W 00 Ln 00 O +- a .\-I ,\-I N U) i O ul z J J 0 u M N CM O N N L J_ w O Q U Lu U) Lu 0� '' V) LLJ 01. Q O N I— w w a m JOB NO. 182157 SCALE ill = 30' SHEET NO. 4 o I / I �H 0 TMP 90-27 LOT 1A\, t \- O � ROGER SCHICKEDANTZ I — - 554 - - — - SCOTT R. LLINS'Z SSO I I ' / D.B. 1244 P. 4AO' 552 54$ Lie. No. 035791,E I D.B. 629 P. 616 PLAT _ D.B. 530 P. 164 PLAT �.'I Jv 05/05/20 N o ��50� � � — — — 560 D NAL CONTRACTOR SHALL RECONSTRUCT / _ �� �I -� CONCRETE STEPS TO NEIGHBORING PARCEL I I I I. \. _ ------------ — -- - 1160 PROPOSED NEW THROUGH I 1 I.� .e 8 .. .. _ — t . e. .r . AND LANES A TURN LANES SIDEWALK\ \ — — — \ SIGN o \ _ — �- —... \ _ _ CG-6 CURB (TYP.) \ x.—I- / — — " 'ssae ee —ex x [R . `x'—x x—x x .. xx x �x x xr xek to — e —— x x x 55°�x _o5Yv_ — \ ❑ \+p0 —MAILBOX \ — _ \ \ ek . e x .x — k x x . x _ x — — — — — _ — — � — , 60 . o p. • 5 o a -o. o. 0 o , o. — — — — — - --- —550 — — \ 10+pp �� — 11+00 = ---- ----` -- __—_— -- — — — — — — -- STANC Est \ - SICik��D1_- z w z w - ---- - — \ / 1 ❑ \ ° MAILBOX -14+00 ---- r —T \ W - _ _ O O --------_- —_ / — / \ TMP 90-21G — THE RECTOR AND VISITORS �"-�# / — — — —-----�- - ---------- ------------ \ 13+00 --------------- z z O o OF THE UNIVERSITY OF VIRGINIA D.B. 1110 P.279 HWPB I �� _ � \ - � _ _ - _____ � °°° - -�------------ MAILBOX o ❑ I I Q ------------------------ `' 20o TAPER VJ Z z o � w � w � � as C6 XI P. 75 � I 1 � SIGN _ MAILBOX 1 _ -- _ -- MAILB X z _\ _ �_ = — _ _ - _ _ �' --- V — H � U Q m Ln x a M z a z U) o z O - - _•-� \ EXISTING EDGE - — Q w o cn Q < Q < OF PAVEMENT 550 H zo ¢ a a a Q I — -- -- --- -- � � o w m m LOT 0-21 E EDDI LEE AND LTMP OT 90-21 D I I I LIMITS OF MILL & OVERLAY ui Lu ywi >> cw_n Q Q JERKY LEE AND I MINN E LEE BEST LI E ESTATE DEBORAH B. BE ' I I TM 90-21 B I SEE DETAIL, SHEET 10 a a D.B. 716 P. 243 D.B. 325 .367 PLA D. . 3767 P. 332 I D.B. LAT T B) I I STE HEN B. HENR I - I TMP 91-19 o w p w I I D.B 2816 P.287 LOT 9 D.B 338 P. 36, 37 LAT WILL JULIAN P. BATTEN, JR. D.B. 1717 P.33 Cn cn I I I R. AND EVA SHIFFLETT D.B. 1350 P. 226, 227 PLAT I I I I D.B. 1 34 P. 718, 720 PLAT — — C° I -o / ! / i / EXTEND CG-6 CURB THROUGH INTERSECTION 3:1 AND TI-IN WITH EXISTING PAVEMENT 1 — — — —— — — — — — — — o.• 548 0 ° . r — -I s L; I I 4� — . 8 0 / ` .. ` .. p I P C� = PROPOSED — I \ T CG 6 CURB TO EXISTING CURB - r r` r . / �^' — w o N N STREET SIGN + I PROPOSEp I �s ATCH EXISTING GRADE I CD N N Ln �lT / - - ------- Xe I=ems _ , o :V EMERGENCY - BYPASS /--- 107 � CG-12 (TYP.) - - - - I BENCH MARK IS �s�= �' � �HARLOTTESVILLE GIS I � � 0. .. -- - - - 1o6 112 _ S s m�_ . - / — _ II / v PROPOSED 8' — ROUSE-SIRtNE — — �'S�TION 105 v v . . . g w / . .. . / PROPOSE OP N° STOP SIG s dols l Jill N \ N 3 .340 \ 11�233b'83.s \ �5 \ x.x■=�544,x-x-x-xxxr— — k x-x-e x-x-x x-x=x�xx- xx- .. 10 m — — � \ — EL 7 / ——VAyFON ± g g . e . � o , e e 1Z�' o ov .o — \ — 4 v — Z- - — - ------ � _ - O - -. - — \ \ N---- \ N� �CG-6 CURB \ - - \ \ 11 —= 4 \ \ �� \ \ v - - - - - — - _U.S. RT 20 80'OTTSVI- -- ) LERO D( N� J (TYP.) 3 sue,\\ \ \ \ ---\ - - �� rn a - - --- _ _16+00 — — -- — H PB.1 PG.35 - cv Z O _ \ — \ N N � z 200' TURN LANE 7 �` 1 +op z w — 101 9 - �s 530 z ------ - � N�Z _ J 20+ � --� so SIGHT \ \ \ _ \ w Cq = Q /� --� y---------- Lu DISTgN _ CE_665 -- -- -��-=__-- — — �_�� — — — - - - 10o TAPER � ry = z / Q �► 1Oo'�URN LA 113 —21+p — _ ° _�\ — 530 - — -- - - _ = _ — — _ '� — — — - - — — — �` (� O , 0SIGN --- --- -- ❑ —------ — --_---------- — _ -- -_ \--- —_� _-- 4� MAILBOX \ — — MAILBOX ------ -_ / _ \ -MAILBOX- - c — - - \ - PROPOSED NEW THROUGH LANES AND TURN LANES — — — ------ —m - = w \s� 520 O Ln LIMITS OF MILL &OVERLAY ( —� — LIMITS OF MILL & OVERLAY -- z_ _ — — — p23+00 �-__ - -Lij SEE DETAIL, SHEET10 \ I _ _ _ z \ SEE DETAIL, SHEETio ---- -- -- -----_ — — — — — — m _ _ w J J _ XISTING EDGE OF PAVEMENT — — — — — — — — — i Q \ TMP 90-21 H OROTHY \ TMP 90-21 H DOROTHY � - - - 520 / I — _Z_ �. _ _\ � —�_-- 720' 2 (n z w B. HUNT I \ D.B. 3289 P. 68, 71 PLAT 1 D.B. 1350 P.31 \ \ � � I � \ � B. HUNT � D.B. 3289 P. 68, 71 PLAT � I ��/ \ I \ / — —- ---- --520--- — 520 - — Q — w H� j D.B. 1350 P�26, 227 PLAT \ � � ( D.B.1717 P. D.B. 1350 P. 226,227 Pl�� ' / \ �- <—--- - / a O I � Q _ rn V v _ Lu I U 0 GRAPHIC SCALE o o � — -- ---------- --—------- — — ------- - �• � J Q m TMP 90-35P J O 3a a ,5 30 60 ,zo - - _ _ — _ — 530 — � BETTY LEE PROPERTIES, LLC \ \ D.B. 4195 P. 182 w � > � ( IN FEET) — -",' — — — - _ , - ---- \ — — x \ D.B.976 P. 474, 477 PLAT J \ \ \ D.B. 928 P. 237 PLAT (n J O N 1 inch = 30 ft. _ — - Z ��s �� o / — I TEL P — — SIGN O \ \ 630 \ —520 — — —-'2� - \ \ \ \ \ \ Lu w Z SIGN w z - — — — - �720' 24+00 — s— ��� — — \ \ � O- H� — \ _ -- — \ \ \ �__ \ — — — — — — s�� \\ �520� \—�� ---- ~ w LL _,20 _ — — — — SIGN _-- ^ _ o ----- --ems � — 5` 520—_ rn — � — — -- 26+ oo \\ ,--c--� --- MAIL --� - O , - �\ - a — 27+00 — — \ ---- ---- - — — TMP91-18 — ----- WENDELL W. WOOD __ _ s D.B.1727 P. 674, 677 PLAT -_ — — _--- -_� —___ -----_ w D.B. 1707 P. 582 D. B. 1571 P. 245, 246 PLAT - — — — _ a w D.B. 288 P. 347 COMM. OF VA — - — — _ — — _ JOB NO. D.B. 279 P. 493 PLAT _ _ - 182157 - SCALE 1„ = 30' SHEET NO. ® 5 c� z w w z z w z J J 0 0 O Q) 0 U U) 0 Q X 0 0 .3 0 0 U i 0 U 0 0 c 0 U 7 L V) 0 U 0 0 U L > O 0 Q L Q T C a 0 co co C_ 0 Cn _0 0 Q 0 0 a U 0 Q 0 0 T _0 0 z w w z z W z J J 0 0 Q 0 0- a) X 0 0 0 Q) E 0 U 0 co 0 0 U) 0 Q U U) I I i i w i i I i I i I I I TMP 90-27B STEVEN W. AND BETTY C. JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT HE OHTV ❑ ❑ MAILBOX OT-6001 556.50 HT OHTV co CD MH-> ROGER SCHICKEDANTZ i i PROPOSED TOP OF FINISHED ASPHALT (TYP.) i Q + NOTE: MH-ii IS THE END OF THE SPRING HILL VILLAGE D.B. 1244 P. 461 LOT LOT Fi� D.B. 629 P. 616 PLAT ; I LOT LOT LOT LOT LOT ; LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT o OFF -SITE SANITARY SEWER EXTENSION PLANS D.B. 530 P. 164 PLAT 1� 84 85 86 R7 88 R� 1 1 90 91 92 A� 94 �� 96 97 98 AA 100 Z I i� VDH. MON. Aproximate I _ - — — — — — — - Va Public Service Esmt. i,``4, t .'� — a I 4 ` l * -----------THE FRONTAGE OF THIS TE: EXISTING E PROPERTY SHALL BEAD POWER LINES ALONG - STATION 105 D.B.221 P.305 Tv. i L t`:.` `.=, ; , — — N REMOVED AND INSTALLED UNDERGROUND. ALL - — i— —comm. N 3882993.340 Pole •..`• ..`.` :,`,4 --------------------------- ASSOCIATED POLES SHALL BE REMOVED. —#— S E h1482 .683 V & 334 --/ -- fi-------------------- —I Fiber opt --_—_-- � LEVATI6N,527.7± -------- 2Lone- _ ------------------------------------------------------------------------------------------------------ ELEC Pa1,- - - - �laone------------------ '} - - -- -- -- -- ' , _Ele .&Phone ------------------------------- -- I �_ --- _-- -- --- —t— — -------------------------------------- -- Pole Pole -- d0J_S ----- d MAILB X — — NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE GOF THIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. 0 OHT OHTV / GN o MAILBOX MAILBOX Poleo Phone INV IN off rrwP OHE -----__OHTOHN -- MAILBOX � kR.LLINSZ Fl ��SCOT C-) Lie. No. 035791,E 1�0�,Nsll�,O/IVAL 05/20�� E�G�W) Ln Ln H H z z w w 0 0 z z 0 0 J w w > > Z 0 ¢ g g o3 dS 00z 0 U m � � > ~ O O - UJ w c=n Q Q Q Lu Lu J J m z w a w � a � U) z 0 0 w w w w > LV w ww¢¢ ��ww as 00 w w CnLf) O O O N w N N \ CD Ln w r w 0 w oC = a � JOB NO. 182157 SCALE ill = 30' SHEET NO. 6 H I F I I ' -------------- - INOTES: \ I 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER ' CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE I THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. EXISTING 12" 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 _ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. \ I��p 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. oN� I 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL \ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. • °ram ° I I` r .t et 4 . , `I I � TMP90-33 JEANNETTE D. SMITH y e `• I D.B. 4254, PGA 18 I I F rN — - - - - - - �� %� • i \�wv j I --it III -------1I --L-O- TIILOT I - I i LOT I' LOT 29LOT I 31 30 332 CONTRACTOR SHALL REPAIR ROADWAY II IIII I'I I I00°�� .. �tt .t .. � -� � . ° � .° e' ` r � r � e r \ �' ;' `� Av vV II it PROPOSED 6" go' BEND TO III III I r h' LOT FIRE HYDRANT ASSEMBLY ° e ' ���% �� '�• ° `° 34rIII I TIE-IN TO EXISTING 12" DI WATERLINE \ \I � LOT --- _ _ WITH PROPOSED 12"x8" T.S. & V. �� ✓ '�' �� \ [I _ 35 — e. =- NOTE: SANTARY SEWER MANHOLES WITHIN THE, 36 ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - ' _ �I EXISTING 12" DI WATERLINE /' TOPS FLUSH OR SLIGHTLY LOWER THAN THE � LOT ` — '�� AR \ PROPOSED TOP OF FINISHED ASPHALT _ — \ \ (TYL` OT37 PROPOSED 6"ICNLE. 52 D.I. WATERL r r M— I _ — I 3 -'PROPOSED 8" 22. 1 BEND LOT ;I LOT J; LOT J LOT \ \ 5 - I r �M • 5 11 41 40 39 I t° t` \ PROPOSED FIRE HYDRANT \ \. ' jPROPOSED 8" CL. MH-1ASSEMBLY WITH 8"x6" TEE \I) 52 D.I. WATERLINE li 0. � � -- II ---I _ II -- \ III ' I < wv / - _ ° . P / 0 o mow`. ��,_; o � �� ' - F XXh � ,. IL k MH-19. � � w� o �. � �. � v / o s - . I � I � I V � s ' \ wow = ti 16 I9 27 I 5 H / a I / l i _ f _ // / NOTE: CONTRACTOR t • t . r ,r;; � _ � LOT l I W DAUPHIN PHIgN D- . I ,E -\\I e " too I SHALL EXTEND WATER ! 26 III I TSPROPOSED 8" SDR-26 PVC LATERALS TO UNI SANITARY SEWER (TYP) L I i I I �. ---- LOT I PROPOSED FIRE HYDRANT I t o e t � I r _�_ - � 2 I LOT r r , - � 3 "� ASSEMBLY WITH 8 x6 TEE 5 I I d e r r 43 r i - . — -- - rr ,r MH 1$ � / _ , \ E° I , PROPOSED WATER SERVICE LATERAL TYP. LOT LOT � ARY I I ; _ • . \ /7.�X o . e`��,-,\� x ` ° - I 2 MH44 _17 PROPOSED SANIT {I I re r I SEWER LATERAL LOT PROPOSED 8"x6" TEE 45 8" G.V. (1) 6" G.V. �� s/rk. 23 II � L ---- ------- --- LOT— �.� LOT - 1 46 j 47 LOT LOT 49 i` x\ �\ ., I t L T . � p3 0 ° t r 4 t r I 8 I I I t r I °t r . . o \ — ` 22 I� II �I t ° I I I °. t e I ° � _ I r e I —— e r \ t r ---- -- - -- . LO T T e r _ t I .�,—.��r •, .,t° °..,°°et., t°.t �° .. --_—�� -------------- — . eee t•e Et°,t e.,e e °�. E �-------;--1 ete t. ey \: � �1 {II ` X,�I4, < k —I ° ° `t tl • ;,x3 gOT LI jl I I � E t 20 t r e -- LOT I E 19 LOT 531 LOT 52 LOT 51 \;, 18 I 11 .e°� I.r,k°., �•.,•e�.t,,t°tee.`e°.,reerr.�r�\e .,fie ,, ,,- � ,—�\,—� LOT5LOT55�1IIL O LOT 57 N SEE�SH17 I• 'i \ - \ / { III L .I ee�` /I 1 I 1 ° 14 L II �{ .` .` 1. I ` �° e`er . °• k° ° • .` °` t � . t` e° . e .` .` r e` , �- � " � � � i — � — �\\ -LOT 5 ,\, \\, ,' � I; ',, ,I I I I� • ° � `/ ° � 1 I 1 � I I OT 59S�;, \\ `\\ \ y 1H-26 COT 60 \ --- — — — 16 I — — — — / I \ I r \ — • L T — II� . t I ° E 61 I — — -- e r t �. e MH-z �- PROPOSED 8 x8 TE + E iN � 53 e . �1 r I° . , e , . t , ° . � LOT �� ;�� � � �, s� � `/ �5 5 (2) 8 G.V.- 1 +00 62 o _ 7 IL "o \ - o PROPOSED FIRE HYDRANT I 14 " " i r x. l l . 'ASSEMBLY WITH 8 x6 TEE I r , LOT 0 II \ I I /. w w --- - - - F 63 — — I .LOT o. PROPOSED 8" CL. r � -- --0o - I 1I. 52 D.I. WATERLINE — I 15 L I I b t � I 5 x I rl i r 1- \ ° - I I e I I LOT ° PROPOSED WATER I \ / /� - SERVICE LATERAL (TYP.) � . � � � � � / - PROPOSED 8"IN LINE G.V. \ \ � -- I I i I I � 14 L I f \ I 1 e r - r r e � PROPOSED A.R.V. t I -� jf' g o, / f PROPOSED FIRE HYDRANT I r- _- - --- - - - -- - - - o / ASSEMBLY WITH 8"x6" TEE i I II X ► I" LU I II LOT \ LOT ILOT II ll 3 LOT L T I J I LOT \ LOT 82 I'I 83 0 j I Q II MH-24 T 80 81 I�" 12 I 64 LOT \ \\I I �< t PROPOSED SANITARY , 79 1 IFI I ZCOTT R. LLINS'Z Lic. No. 035791,E 05/05/20 O�,�Ss1ONAL ONE, -NIP S16 °40'02"W 119.33'(tie line) -�z z z Z z O Q W g W g O O O I U w m M M Q w Q w z o Q a a � z ,__, o W 0 W LU~> LU ' LU LU � � I I I TM'P 90-35A1 ANG HOLDINGS, LLC D.B. 1 026 P. 716 D.B. 657 P. 234 PLAT H-14 PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) ' I I CDLn 0 0 00 Ln MH-13 I I NOTE: SANTARY SEWER MANHOLES WITHIN THE _ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH OR SLIGHTLY LOWER THAN THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) GRAPHIC SCALE --- 30-- ——--_45--30-- -- r, -- -- ( IN FEET ) 1 inch = 30 ft. �. LU z w w z L9 w Ul z J J 0 U CM N M O N N Q L J_ LU F_ O Q 2 U LU U) LU LU U) LLJ O N z J J_ I- w r, W W a � JOB NO. 182157 SCALE ill _30 SHEET NO. 7 '__ / r - I_ -\ -`5\ 7/6- - -' iN/MV_,/ ,j 1\ � -55I si5\7.8.v00 YD130 FE= s$4•� 574.00Bv WW\ ' -592 56.00TW \\\ \ \ \ \ \\ V \ \ \ \\ \\ \ A \ I \ v \\\ \\ \\ \\ \ A\ \\ \ \ \ \\ \ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \ �O � SSIo�NHAL Q5863\o.00Bw9 FFE= / DRAINAGE EASEMENT 592.6 JFFE_ 2.00�. -PROPOSYD1 C BSMT l__ 592 59FFE FFE= PROPOSED16 PRIVATE 59 .33 6 �59o.oF8F/E= = BSMT= BSMT Ln DRAINAGE EASEMENT 3.33 BSMT= 0.16 SCOTT R. �GL ti IN� S 582.15 1] 582.83 58"1 Lie. NO. 035791 -TW 5 8 9283 MT_ 3 11 83 W 582 FFE_ 583.582.50BSMT 675 3X.17 I 80.I 05/20 5do572.0o�wFF582.6581.67 4566.00BW FFE= 590.83- 58o"ooTW 588.83-BSMT= 5 574.00Bw D1 A 3370PROPOSED 10 PRIVATE BSM_ 581.o0 1.24 � 4 ° -o DRAINAGE EASEMENT Tw s - - \ I 5 4 � � \ `� �579.00 � �06cj• \ 5 7-s - =5 1.73 �> , ," ° I a. /`� ` �765oTC y BW 5 8 - F FFE= \ \ 578.67 58i.68' I a - I PROPOSED WALLS (MAX. HEIGHT=6') � - - - - - � I - 577.00 �. \��; ,� a �=- �, \ 5 50 s, 16+00 16 y� _ '�� c, 1 0 \/ 17 / ( �� i \ ° a %5 5 / "� o _ 15 - - - ,� I PROPOSED WALLS75- 1 \ \ - / _- P PROPOSED 10 PRIVATE - 15+0 \ - y-l" 7 DRAINAGE EASEMENT / �o - 4w ®� / PROPOSED STORM � I (MAX. HEIGHT=6') \ \ \ ° - - w --w- w w w „ rt w-w i C I �1�" FFE= YD13 \ l , y / / n/"�-W -w w w ,16+50 SEWER 8.z(.- / i 574.33 5�6.67 A 7 /. / %" - 6 I v �9 / /� ` ° �� �-` / w- � `. :',� ®� °' I / I 566.00TW - >y� � / W 80 �� �� / of / 57 •79 578.1z ', m 67 \ V A - - - - - - (n (n PROPOSED 8 YARDS / ��- o j/� ,�� �5 0.05 _ - - - i _ I 1 s74.00Tw V A V - - - - Z Z / /�� � 574.00 // ��O / _ _ - - - � ��t0 !e - ✓� I � I 568.00BW \ V A v Z Z i / DRAIN SYSTEM - � - / 5J5.5o s ° • • _ •. e • 5 1.zg_ =-s. - - r �, � �• / .I I FFE- i .6 d`c'" 'I \ V A V v w w / �� o_ o h / I 573 7 573.14 V A v Z X FFE= �� i i" / l __--- w j.00- 574.00 1 V A v � � - - I 1.6 ��' x5 - 579•� I" O A - - _ Jr 0 0 ' - o a i O 57 7/ ti// I_ -� 581.00 q 12 1;; I 70 U U 581.67 A / M (n F H / - / � I I" J� / _ I o FFE_ I. o 0 �i�_ I l I 51.67 570 v w w �V - 3 / -- Z z - PROPOSED 10 PRIVATE 568.E v 571. 3- /��' 6'--- s794o --- v PROPOSED 2o'PUBLIC� 570 572.00 / I�3°� �~ �� - - - z Z Z > i DRAINAGE EASEMENT <_ 6 _ __�� v� /� / . / 0 ¢ x Z 03 aS i + o / DRAINAGE EASEMENT I/ / I / 557.00Bw 6' - - - ' % O o v 5 9 -Z o/, �o r 57o s - ----- -_ _--_- ___�-_ tiII 7 �I 5`6�7�.4! 45 c-i . e. -/g- z `�Xo -3- i--PO,. P•Oe5S7E4•o 5577/65.. 0"608 I FFE- 58 I •,- JW��� I�I -- \ zm <wwo <YD12A 79 67 570.00 57o.00TWD STORM u Uww O O SEWER SYSTEM 0.0o n Ln U - -- -- Lu Q u U FFE= 582.0o FFE_ 581.33 BSMT= 570.17FFE= 57933 0_jc Lu Lu BSMT= 571. 0 BSMT=5 9.50 567.fi7 z ¢ oFFE= BSMT= 572.16 a y 0 570.00 F 580.00 LP) 569/ BSMT= 570.17 PROPOSED YARD DRAIN,SYSTEM Lucl� \, - - Lu Lu Lu oC � 570.49 �� PROPOSED WALL (MAX. HEIGHT=6) FFE= 6 .67 11564.51 �I I / - - w w � - ---- - 9 FFE= 578.00 �� 6 0 I ` --- _ YD15B I I i�� ,,�.��I 11 / lj I/ d �56 0 515 ° I \ � V / / / /� � a a BSMT= 568.1] II -- l I 3 v VERYG6EN`S GEGETA ON 0 0 in _ _- ---- I -�' - ,55 - - w w 567.67/. „ -� / • .,- ,� YD15C � �' I I I > FFE= 8 .. �` 1. - X x PROPOSED 18' PRIVATE ------ - - 8 ------ --- - A / / / / _ - - - - v) Vn - 71 5 5 64 • ' / s7z•33 \ `/ YD1 A ' - - \.... - - I / / 5�4--- - w w 568.00 l �` 56 / - " I i / _ / - 3 ." .° �J, , DRAINAGE EASEMENT 5 ) --------------- FFE= 575.33 � �' / - - - i / 1 E i _ � ' / / / / 5666 66.00T 564.00 BSMT= 6 0 / _ 5 6z.00Bw i \ T P ) 3 / 5 5.5 -568 � - 6o.00Bw s - - 56oBW- 1 - - DUAN S� � r t �'� �� ,`�' w;, / 566.00Tw 8 _ -� -- YD4A • • • .. � � 156p I j F FFE= � 160 I" I \ E �NA OW / _ - - AND M. j I 3 : / \ / 6o.00BW-55 T_ 6t� !C� o r. �60.67 5 •33 0 D.B. �02 P. �92 i ,� _ - _ ---- 4 55. -- 1 561.o 1�" 2.00Tw NOTE: CONTRACTOR TO INSTALL PRIVATE 8 6 6 ,yj" \ FFE= 572.67 _ - 1.00BW 1 j / �r i . `, s°� 55 D.B. 657 P/234 PLAT i FFE- •� s63. / /;!` _ " DRAIN LINE FOR ROOF &FOUNDATION DRAINS I ° - BSMT= 62. YD1 565.00 10. % 5 83 5 / i - --- / I 1 - qoB 7 I 6o.00TW i \ I I" _ ` / /.. , : • • . ,` •� % l = 554•ooBW NOTE: CONTRACTOR TO INSTALL PRIVATE 8 TMP 90 27B I L I ° // / $ - - - - - -- 10 FFE 5 8.6 558.1 - o \ \ �. • l . • : '4. ` !; • .` ` •`..', �. 55 .` ` oo �= DRAIN LINE FOR ROOF & FOUNDATION DRAINS STEVEN W. AND BETTY C. JOHNSON 4 YD 59 6 D.B. 1026 P. 715 f tE. I / / D.B. 629 P. 616 PLAT ~ / Y > 9 \ / ti / 6o.46Bw 4 �`,` •`- - - - - / 106 I ill o Js,' �' �6 / / O 5 Y`. •.. ••.`•• ��r �_*-APROPOSED16'PRIVATE - � /' i FFE 66556.zh PROPOSED 20 PUBLIC / h ' 3 FFE= \ II 6i.of5 0 ° � � -, ` • . 0j`t ..: `/• •`.`,` y � DRAINAGE EASEMENT / I DRAINAGE EASEMENT 563.33 s,� I 2 $7. ( �-� --�f ] ci I/556.00TW L `_T i / I rI I FFE- 0 55o.00BW / \ 60 I �/� ,. PROPOSED DRY SWALE % ' �/ ;9 1 154.67X 1554_oz ' ui \ - I� I �- - - 558- - / j i 0 555.o L°% Ln __ ° / I I I3 I PROPOSED 10 PRIVATE I �rn I --- _ I wo 4 �- - ---- - - _ l - - - �556 \"y ✓ A / DRAINAGE EASEMENT ,I 557TW 551 Y Di6E / 552 \' � � ` � // II �f' j C I jl FFE= 59 FFE= 561.o0 552 , - i z.6 55 i.6 55z.00TW 553.00 4�� s4a.00ew it 558183 56o.6T BSMT= 551.17 YD1oA I / - --._.-x-x-x- - --x-•-•� ' F: I - / i I 82 I FFE= \\ SWM ACCESS & N 550 Iz -�----------- SSoI w I 1 - _ FACILITY EASEMENT / - 559.47 - - / - \ 552 \\ 559.14 557,�a 548.00TW 6% 8o O 547.00BW 7.73 \ =559.67 , FFE= I/ ---- I - BSMT= 549.83 I I l / I 549.00 548.67 547.37 '•` FFE= 99-9 / I I 55 I I \ NOTE: CONTRACTOR TO INSTALL PRIVATE 8.o% 558.80 558.47 I I"\ \ L o / DRAIN LINE FOR ROOF &FOUNDATION DRAINS ii I / i __ -- � = _- _ = -- i \ I•� IlIi I ��I6 \\ s1 FFE= PROPOSED io'PRIVATE p-547.00 546.�7 00635 5-8.- I DRAINAGE EASEMENT I I FFE= 558 33 + (` PROPOSED ` I I I _- ssI • z- °p 80 i ,, m '; - _- _- --- ___ - rn 20' PRIVATE �PROPOSED 20' PUBLIC-\� I I I I 5F_ BSMT= DRAINAGE EASEENT DRAINAGE EASEMENT FFE= 54.5 PROPOSED 12'PRIVATE FFE= -557.14 ,14 545.67 4543.9 I 3 7 V +DRAINAGE EASEMENT 557-47 55 PROPOSED 20 PRIVATE ko - T / FFE= 5roo I H. DRAINAGE 544 33 1 55537 FFE= 557.00 I I -I 3 7.st •l II 4 ro BSMT= 547.17 1 Ii YD10 542 �' \ ' f 8B FFE= 556-.4-7 I5.I�I _ I FFE' 54 •67 C I o4 1.� I 58A il j I - 543556.80 7¢ij.00 ro / \ p I \ - I _ YD11A -i- LI I 55_4 = --- ------ -- 6A 58 o , \ of J \ I e. 401 tt °. B I I PROPOSED 20' PUBLIC 77 te� - -- sFo DRAINAGE EASEMENT $., \ I on0•, LANE I I - - s: I - I\ O TMP Q0 27 I I -=�M _ O l - MomL r-f�M-5M v> I P/ OSED STOR/ 6 h LOT1A � SEWER SYSTEM 1 I w5� 6 S- - II - w�w I - 1 / I L ROGER SCH C I KEDANTZ I I • , ° I D.B. 1214 P. 461 O - I 555 5 . 8 55 53 554 9 554.1 e 55z•90 5 33 5 49 3 547 9 46.8 .. \ 544. 7° 54z•47 41. 1 54o.g 54o.z �.� I 555 7 5 7 3 543 37 5 .. D.B. 629 I P. 616 PLATI - - afi I / rn 2 ., I N W - 00 75 W D.B. 530 P 164 PLAT ! ; w w- o 5 0 I I I I\ 556.25 56.z5 S.555.59 I • 1 o-s 7 ` I 445- 4 .. 75 56.25 5 6z5 54.92 .544•09 42.09 4 .5\ PROPOSED 12' PRIVATE ! \ I ( -1 -� I DRAINAGE EASEMENT \ L J - - -- 1 J _ L L / ---- --- ---- 56B, --- -- ---- -- ° _ _ _ -FFE= FFE= - - 538Bw " - I FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE- FFE- FFE= \ FFE= FFE= FFE= I _ -FFE= 85o 544.42 54 .08 _ - 5556.58 556. 8 556. 8 556.58 555 92 555.25 553.17 55°•50 5545.541•7 7 ISERS 551.83 549.83 542.42 I L I rvoo o / - I ]2 556.o x \ VD\H \ 71 I � --- - 556.o8x-- -- =.x 554.75X o 54480o X to o �54z.gz --z -S5441z.•o58 x --5-4-_1-9zz -- -5-4--1.-z5 x_ 354360 BIW � _I .�/S Q " / / �'4 / i 3:1 542 1 1 552.67 x 5 55549.33X 43.9 554547.50 5154z.o8 41. wS z .33 506 YD 6B I1 l / - -- -- -- -- o o / 8 8 2 � 0', O O N W \ N o '4 �n O M ® Cy) fy z cy) LLJ O N 0 � N Q > p z � J J > Lu z w z O J 1 - Q W Q (� V 0 U i Q 06 V w z C) ul (U) J Q LU I _1 = �0r `.J Z Lu � V - 1 - .• 0 1 -00 1 .00 ° o - z. 1 1. 1. - I z -� 551.z8 1 x 551.z8x 551.30 51.16 x° 55 5 X. 54 4 54 0 547 5 547 5 4 54 5 ° 0 4 9 54 06 540.44T- -539.5 0 5 8.a • 34.08 / 2; / i _ - t Annl ��i { 4�.8zx x X; • X 546.5 x , x; x° >C x PROPOSED WALL (MAX. HEIGHT= ') I I - - 543.58 - H� 3 I ------- ------ - - - - - - - -� - - - 0 4.o YD1 l ��, / II ; // \ BENCH MARK IS w o w w Aproximdte - r-. --�� NOTE: CONTRACTOR TO INSTALL PRIVATE 8" r < ;�� o / v v CHARLOTTESVILLE GI I I Va Public Servipe Esmt. i 554�w1 • .`,`4 4 `:4 `•` `' 4 `•\'4 e '�` ` i YD16 SWM ACCESS & p DRAIN LINE FOR R & FOUNDATION DRAINS - - - ° _ D.B.221 P 305 i Owl, t . , L`,` • ..`.' • . FACILITY EASEMENT SWM ACCESS& - I N -- ---- ------ T-------- /- \---------- --- - -e _ OATION 1055 ROOF FOU li � I �_ �� R I II Pope i I i I•j < ` `, , .. • ' �\ i - - - - - - - - - - - -LITY EASEMENT - 106 2 / / / S N 882993.340 C� '° FACT - / 82384.683 0 HE oHTV i PROPOSED DRY SWALE ------ LEV 7 -------- � Rio el � �''---_-----_�-- ---- -- 1 - YD 6A / 'vim ��� - - i - a1 55° - ----- o - - ---- 4 --- --- ---- -- ------------- --------- ------ -- -- - - - - - --- -- -Elec.&Phone----------------------- ---- a I E + � ELEC I I / � \ ""-�7 O \ ` N _ Pol 55 x 5 � .% ols , 8 544 x � .. 10 \ 0 0 56o alPROP05ED UNDERGROUND TORMWATER o ---- - - - - -- - - - - \ \ • 17 0 �;; -77 MANAGEMENT DETENTION FACILITY. L- �-- - s e ° 0 Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max (fe epth t) Easement Width Required (feet) Easement Width Provided (feet) YD-7C - YD-7B 8 3.5 9.7 10 YD-7B - YD-7A 8 3.5 9.7 10 YD-7A - STR.27 8 3.5 9.7 10 YD-7E - YD-7D 8 3.5 9.7 10 YD-7D - YD-7A 8 3.5 9.7 10 YD-8C - YD-8B 8 3.5 9.7 10 YD-8B - YD-8A 8 3.5 9.7 10 YD-8A - STR.48 8 3.5 9.7 10 YD-8A - YD-10 8 3.5 9.7 10 YD-10 - STR.54 8 3.5 9.7 10 YD-12A - YD-12 8 3.1 9.0 10 YD-12 - STR.92 8 3.1 9.0 10 YD-12B - YD-12 8 3.5 9.7 10 YD-13M - YD-13L 8 3.0 8.7 10 YD-13L - YD-13K 8 6.2 15.2 16 YD-13K - YD-13J 8 6.7 16.0 16 YD-13J - YD-13C 8 8.5 19.8 20 YD-13P - YD-130 8 3.6 10.0 10 YD-130 - YD-13A 8 8.5 19.7 20 YD-131 - YD-13H 8 3.5 9.7 10 YD-13H - YD-13G 8 2.6 8.0 10 YD-13G - YD-13F 8 3.3 9.3 10 YD-13F - YD-13E 8 6.5 15.7 16 YD-13E - YD-13D 8 - - 14.3 16 YD-13D - YD-13C 8 8.5 19.7 20 YD-13C - YD-13B 8 3.5 9.7 14 YD-13B - YD-13A 8 4.8 12.3 14 YD-13A - YD-13 12 3.0 9.2 10 YD-13 - STR-94 12 3.5 10.0 10 YD-13N - YD-13K 8 3.5 9.1 10 YD-15B - YD-15A 8 3.6 10.0 10 YD-15A - YD-15 8 1.6 18.0 18 YD-15 - POND 8 4.0 10.7 18 YD-15D - YD-15C 8 2.6 8.0 10 YD-15C - YD-15A 8 6.6 16.0 16 YD-16C - YD-16B 12 3.5 10.0 10 YD-16B - YD-16 12 5.2 13.5 14 A. s _N - ---- - T r - - uLu 8 - - -7 _ _ _ _ 0 _ _ 1 C RT Zfl 8 _ SVI fl QTT 6 � L E: R 55 P1-I _ _ s _ -a s .� - O 0 H PB.1 PG.35 _ oc ----- h h / / 1 m 101 \-G-RAPHIC__ SCALE s� , \ a� SOB NO. 182157 A __ --- / MAILBOX 05s ❑ / / / / - _/ / / / / �► - + / ,� / N ------_--- ------------- � _ _ _ 30 0 15 30 60 -_ 12�-- _ -- SCALE 50 / o�`` �/ _ - - - _ MAILB X ---- -- - _ -- G) D -- HT OHTV - - -- ---------------TQ -- - -� �sso -��� /O �v \ o GN --------- / /� Pole - - - -� --- �1GIAILBOXv��� �- - - ----- -------------- _---- ------ - - -------_-- MAILBOX ------ IN T - - 1 inc 30 f---_ --- --- SHEET NO. o 8 - HT OHTV f�l _ OHTOHTV \ \ \ �b Phone - � �w � - INV INS o) - - , � � z - - - - - - MA�LB-OX -- _ _ _ \ / , - T-� -- 44 / 0) 43 J / 42 S1 - - - - /GRAPHLC-SCALP / / 11 , - - / i ' 0 15/ / 30 69' \ / / / / 120 i / g / j. I.II • / i / / j j /// ' \ / - JILL -t inch = 30 ft. 63� 6 z 630 PROPOSED 1o' PRIVATE DRAINAGE EASEMENT 6z ° e 6�4 4 622 / - - PROPOSED WALL (MAX. HEIGH1=6') YD8A _ 620 -_ - YD8C z8BW e Ox" g ` - 6W -Og YD8B '�� --- -.il 14\ 624B4BW _/ _ _ -,Ir FFE II\ T P' 90-33 ' / / / / / / �� i / - PROPOSED YARD DRAIN SYSTEM i �'' +a�; I\`- -- - _ - I1r FFE= 1 FFE= - - - - - / JEANNETTE D. SMITH- / / - / / --' vI `v /11 FFE= it 62E 1 621. i 622.84�i� \ D. / �% -/ �`i/ 1v_ 4 5 5 r-BSMT-- BSMT=�I°� 6zw\\ - ---- - --- _ - - - - - _ -' - . 6 Bw / D.B. 4254-PG.118 / / / /� - - = BSMT= - I ----- / // - rp -ej i9 _ BSMT= il- 612.3 613.0o / - / i' / BSMT= 611.E 3 -- _ ----- / � / / Qc / k, g . i �, � 6, i SMT 611.67 I I I L -- / / / // ,'/ - . -62� 611.67 L I I - I I \ \ \ \ �----_ ---� /2� / I 61z.67 �� I I� II - 61z.00 I II - - Q !� - 62 i 7 621.50 � I I 6ii.33- PROPOSED 10' PRIVATE .33 ° YD7B = _° �/ FE= BSMT= - - 6��.33 II - bo \ \ - - - DRAINAGE MEN -✓ ;'" � � 6 -� 66TW \ \ - r - / P S DRAINAG ASE T_ - 1 BW \ CJ� 0� �'/ /�% � -�•- - _ : -- � -� �� 84 �61167 ,�/ - � I� - - A 1 ° e 61 - 620 _ `' ' - - p -I 075 / � / / �1 � • � e e � � �� BSMT- � _- - - 6io.z3° �9- -----� �FFE= 6 1 11.33 /61oo3 O \V A - t a! r 620.8� • ° � \\✓//BSMT 10.67 / i 612 \I II r _� ° F FE--- �/ // s /t e/ % / / `611.00/ /� ° 611 W W ° I - YD7A 4 0 o� _ �!- - / / r -'- �` = - rn. - �\ w ` = 1o.1i7 / - 5 \ \ I 1 - - - - - - �� I �, � 7 w N -a�_ o \ FE= � SMT � � - � \ \ \ p w � 9 i X 1 �o \ 37 / ,.. \ -620.1 \ 610.33 48 - �o \ \ tMP 90-35A1 BSMT= - 5 - \ \ \ \\ \ 'A N HOLDINGS, LL ` /•. i/ 3/4e v/. ` -/ ` /\ %//D/ / i".�. , //te ° � r / //e r , � r /.t °6 I /�8I _ ; � - --IIIII - - III FFE= \ ,I1I1 � l �yO �� N °<!�o .,7, z ao /s,. � °.� _• .. q � �/ s// �I /j_ I° \JIr�l `-.��E � \ 6\\PROPOSED io PUBLIC FFE= FFE= FFE= � �bio.33 o \ \\ \ \\\ \\ \\\ D\\ \ \\ . \6\ \'. 1\0 \26� P. 715 RAINAGE EASEMENT \\\ 6 B'657 P234 PLAT 1.17 625 84633 84 628.5o 6io.00 . IS\\ \\\\\ BSMT= BMT=SMT_I _ 63 24.00 621.3 618.67 616 oo 608 66zsoo '618. \I 615.67 i �..� /. - , \ \ \ FFE= �60 .00 \ \ w 4 0 - 6z2.00 9 3 i7:3z � g I f '6 1 0 J O \ - o o h r . I .r� O \ 8 � E 60 .o0 606.0 + oo \ i T - _x j, I 7 I \ /,. 600:0o W 6 - / 1 3 1 607.33 \ \ F' \ 'l m z �6 0.0 _� •- I ►/ NT / / 605.00 I �i.\ \ PROPOSED 20 PRIVATE o395 \PROPOSED DRAINAGE EASEME\ \ \ \ \ \ \ � \ \ \ \ \ 3 ( / 3 � .I I ° 5•33 SEWER SYSTEM " L \ \ \ \ 1 1 1 1 \ - r m 1 y - . tee � r� • . � ° v • P _ I e r r r rr Q o. r / • \ � - � : xxI 60 1 \ I \ \ cp 326 \ r NOTE. CONTRACTOR TO INSTALL PRIVATE 8 FFE\ \ \ -- 5a 1 r i - o \ °. po fi , � - � � DRAIN. LINE FOR ROOF &FOUNDATION DRAINS - ° � \ � /FFE- \ o \ \ \ r J l ° - - \ - _ �� ., .�. r t 600- ' < L 599 \ \ O \ \ \ \ BSMT= r �, \ /e 1 \ \\ \ \ \ % _ \ 59z.007W\ \ \ \ \\ \ - - I I` ° - 621.50o.00BW \ \ \ \ \\ - - � - e -r - � ,r F E rr I � I I 6z5.59 � , 06 � ;✓ -r .-:i \ \ \ \ ° ° e r 600.00TW \ \\ \ \ / 6 0.6 r 6i7.59 / / / I \ \ \\ \ \ \\ - _ - �\ \ ii BSMT= rr YD13N r e PROPOSED 10 PRIVATE --- _ o FFE= � oo I 594 \ \\ \ \\\ \\ \\ \\ \\ Z9 i l e - �s -\ i - % \ f / 599• 597.47 I O \ \ \ \ \ \ \ \\ \\ - - - - 1 DRAINAGE EASEMENT \ r°`/ e� + I{ \ \ \\\ \ \\ - I / . , 620.83 rr FFE= 599 33 i ri629 -, 624 FFE- / O NOTE: CONTRACTOR TO INSTALL PRIVATE 8 =k it BSMT= r r FFE= - - - \ r 625.g2 !r / 623.z5 FFE= II FFE= - DRAIN LINE FOR ROOF & FOUNDATION DRAINS 61g 50 , u, , 61 z \ \ \ \ \ \ \ r ' 62o N BSMT= 620.58 7.g 6° % . r / ------ SWM FACILITY & - \ ! g " 616.o8 / BSMT= ;i - BSMT= �° / .S9 • / 16 °-,` ✓=PROPOSED 1o' PRIVATE - _ \�- , r lI 613.41 II BSMT- FFE= . 0 6 + \ \ \ \ \ ACCESS EASEMENT �. Y- E •� � r I 608.08 � �� Y k° / � I/ 594 593 4 DRAINAGE EASEMENT 6Z r PROPOSED 16 PRIVATE 61o. PROPOSED 10 PRIVATE \- % Ii 8 � I I . I I I 74 I I 60° /�� � ` ` I 594.33 I - PROPOSED DRY SWALE DRAINAGE EASEMENT e DRAINAGE EASEMENT \ \ I j /� /�° I \ \ \ \ \ \ \ --- J4� PROPOSED WALL (MAX. HEIGHT=6)g YD14 ---- •p , it ---= J YD1 I /e �\ 591:zq - L e , � �� I FF k \ 610 YD13K ! I YD13L YD1 M 3 : .` k 8 �i A - ° I i ` ;' . ," y . ` .` • • - - -- --- _ BW - -60$ W 608 %�� -r Bw`��SJO \ \ \ \ - TW 004 > / = \ ,FFE58z.00TW - 57 .o .:., . �•-` . e e : - .. ,- � - ED ao PUBLIC / 59 33 / � � \ \ \ PROPOS oBW O2 YD1 F YD G 59 + 590.o0TW \ 6p2PROPOSED zo' PRIVATE y 3 3 a -DRAINAGE EASEMENT / �" \ v 8 .00BW YD13E 59 ---- 1g' 4_ \ A.. I •;_w_•°_: - - - -- - DRAINAGE EASEMENT_ YD13D -- SYSTEM - o 59 6 _ _ 5 go 6o6 YD1 J s98 I 20 i /F/8F 586.9 YD1 P -PROPOSED-YARD DRAIN z I I I \ \ \ \ - -- - - - �� IN -SEES 1 065 - / ' / 65 578.o6TWYD1\ -- MAT�HL'8 I - /\I I I � I - - 3 -5 2- - _ r 1 I 586.0o 584.7 57osw`I 5 \ ,�\` s8 � /s8s8 9- -3PFRFE✓= '\ \ ,�/-_i�\ I ' II5 �I o\.oo\B\wYDi3B 58\0 �- FFE_ j 5FFE=OPOSED 16 PRIVATE-FFE=' 6 592.00 59133 90 .0 0 oPROPOSED 2o PRIVATEDRAINAGE EASEMENTSMT- 5s/SBA.BSMBSMT= 58433 40o DRAINAGE EASEMENT FFE= BSMTT- 80.16FFE- �593.50 BSMT=,582.83 2s I581.4 TW58 83 583.50 \\\ \\ \\ \ \\\ \ \ \ \ \ \ / I 582.5o ° / \e BSMT= 583.67 5" 4 8 .17 11 -- _ / °: FFE= I; 80.2 591.50 5 3 y m( $ \i 581. 3 5 3 �� = 583.0o s . / x -- o I o 57 Yp 581.64 j S$p 57z.oOTW IFFE , _ 5 333 I ` _ _ 5 F 581.6] I b°Lo \566.00BW -�\ BSMT- \ 5sz.67.\ / I i � \ \ -- -- -- ! I YD�- F8FE�\59o.8 \�581.67 0- I 580. 5 1 A 8.8 SMT581.33574•ooBW PROPOSED 1o'PRIVATE \ \ \ \ \ \ \ 581.00 1- DRAINAGE EASEMENT \\579.00 \\ � 580.67� � '� � _ s� 1.73 • • e , :,.. \ � = I �� 7fi.5oTC \ °Bw5 s FFE= 171.67.\ III PROPOSED WALLS MAX. HEIGHT:6 �r - s` 0 69 � 5 -- I 80.6 Q i - o ., ./ ° a �, I PROPOSED WALLS :PROPOSED 10 PRIVATE , � - -� 1 +Oo \ ° - / ��- Tyr � / DRAINAGE EASEMENTS / 30 �. w w - w : 16B µ - ) -w-�- ®+- ✓ PROPOSED STORM (MAX. HEIGHT-6 \ J �-w-w--,- - / _ YD1 - _ w-w SEWER SYSTEM \ FFE- -3 / / / - \ 16+50 \ j TW 584 / D12B ` - - - ( o(. - \ Y t 6.6 \ 78.z - I 57 7 + / / I ,- w - - 6 w ° 574.33 ° e. 6 Bw so � / ` \ / / y 65ai7/ 5.5i%/s � ° •. �,5O , /w1/�tk ° / / �//: /w w. 1 /° _ _0� - -- ,, I \ \ \- \ -\ - \ \\ \ \ \ \\- 6o.00BW PROPOSED AD 0.05 57 •79 :578.1z s744.00rw DRAIN SYS57FFE= 5L73.67 .0 -FFE= / 579 574 o o� p i I 0571.67 81: \ \ \\- - - \ i 5 581.67 0 / FE- / , as I571.33 5794// I F / I II \PROPOSED 1oiPRI8.67 . PROPOSED 20PUBLIC572.00 3.3%/ 70 5704 DRAINAGE EASEMENTDRAINAGE s6z�.oEASEMENT \ \ \ S \ \ , _ / FFE= 5 \ / / ---- YD12A LI I S_ 7-o�.oo__ - ---- _ --- --_ - --vI � -` / c; i. =�8 92y'�xio: o ,� s ;y'� r S•EW°. ER sjS7Y4 S0�ToEM i`- : /sn� /� / / i I / I f // :>• 570.00 �(I2%% 3 JW \ .00 TWPROPOSED STORM FFE= 80.00 4.00BW \ 574FE= 581.33 =570.1 •6FFE= 582.0o I 5o FFE= 7 BSMT= 571. O -II-BSMT=569.FFE55.67 1566BSMT- 572.16 5.00 0570.00 FFE= 580.00 68� _ 7 SMT- 570.17 PROPOSEDYARD�RANSLSTEM \ \ \- - - - - L \ DRAINAG DESCRIPTI NS PIPE INFORMATION INLET INFO MATION STIR. NO. DIA. (in.) LENGTH` (ft.) SLOPE (%) INVERT IN NVERT OUT MATERIAL I LET TYPE Curb Type SLOT LENGTH RIM ELEVATION 36 DI-3B CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-3B CG-6 10 626.50 31 15 131.17 10.67% 619.00 605.00 RCP 30 DI-3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 01.75 RCP 26 DI-3B CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-3B CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 22 1 DI-313 CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI-313 CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI36 CGS 12 588.08 17 15 75.76 7.04% 577.83 572.50 RCP 16 DI-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DI-313 CG-6 10 577.33 13 24 44.70 6.33% 568.75 565.92 RCP 12 DI-3B CG-6 8 570.92 11 24 120.50 6.2970 559.00 551.42 RCP 10 DI-313 CG-6 10 556.42 9 24 131.35 5.14% 545.50 538.75 RCP 8 DI-3B CG-6 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1.67% 530.17 529.10 RCP 4 DI-36 CG 6 6 535.50 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C CG-6 10 533.42 1 30 30.89 0.81% 527.50 527.25 RCP 2B DI-3B CG-6 6 534.17 2A 15 45.13 1.66% 529.17 528.42 RCP 6113 DI-36 CG-6 14 539.50 6A 15 37.95 2.85% 534.00 532.92 RCP 8B DI-36 CG-6 12 544.00 8A 15 35.22 1.42% 537.25 536.75 RCP 10B DI-36 CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B DI36 CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-36 CG-6 12 610.92 30A 15 28.62 2.86% 604.92 04.10 RCP 326 DI-313 CG-6 10 626.50 32A 15 27.72 1.52% 619.75 19.33 RCP 44 DI-1 CG-6 - 641.75 43 15 191.07 0.82% 637.50 35.93 RCP 42 DI 3B CG 6 8 640.75 41 15 174.50 1.66% 635.83 32.93 RCP 40 DI-3B CG 6 6 637.75 39 15 174.25 2.71% 632.83 28.10 RCP 38 D436 CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 1 DI-3B CG 6 6 609.33 47 15 46.83 0.6870 602.42 FV4.10 RCP 46 113I-3B CG$ 4 608.92 45 15 54.77 3.47% 602.00 00.10 RCP 54 DI-313 CG-6 12 544.75 53 15 45.67 1.05% 538.58 538.10 RCP 52 DI-3B CG-6 12 545.08 51 15 131.98 3.71% 0,511 533.10 RCP 50 DI-313 CG-6 8 539.25 49 15 39.24 6.3770 533.00 530.50 RCP 66 DI-36 CG-6 10 595.33 65 15 184.89 11.21% 589.50 568.77 RCP 64 M H CG-6 - 574.67 63 15 106.03 10.5270 568.67 557.52 RCP 62 DI-313 CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 DI-313 CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 1 RCP 58 DI-36 CG-6 8 539.92 57 15 48.29 4.97% 533.42 531.02 RCP 56 DI-3C CG-6 6 538.08 56A 18 120.02 0.54% 530.92 530.27 RCP 56B DI 3C CG 6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 58B DI-1 CG-6 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 DI-313 CG-6 4 576.17 67 15 15.79 3.17% 570.17 568.77 RCP 84 DI313 CG-6 8 559.50 83 15 28.91 0.529/o 1 552.50 1552.35 RCP 82 DI-3B CG-6 6 559.00 81 15 96.83 3.17% 552.25 549.18 RCP 80 DI-313 CG-6 6 555.00 79 15 44.75 0.511/0 549.08 548.85 RCP 78 MH CG-6 554.58 77 15 77.99 0.51% 548.75 548.35 RCP 76 DI-3C CG-6 8 555.00 75 18 43.90 0.52% 548.25 548.02 RCP 74 M H CG 6 554.25 73 18 56.81 0.56% 547.92 547.60 RCP 72 MH CG-6 554.25 71 18 19.81 0.86% 547.50 547.33 RCP 94 DI-313 CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 DI-3B CG-6 10 566.58 91 15 37.69 0.61% 560.25 560.02 RCP 90 DI-3B CG-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 DI-1 CG-6 562.00 87 15 75.70 1.2270 557.42 556.50 RCP 98 DI-3B CG-6 12 544.92 97 15 184.21 4.74% 541.00 532.27 RCP 96 DI-3B CG-6 12 536.42 95 15 30.57 0.561/0 *U.17 532.00 RCP 106 MH CG-6 - 536.00 105 36 116.83 0 1 Yo 523.97 523.19 RCP 104 DI-36 CG-6 8 531.87 103 36 114.36 0.749 523.09 522.24 RCP 102 DI-3C CG-6 10 529.33 101 42 59.67 0.66% 522.14 521.75 RCP 112 DI-1 CG 6 - 527.58 111 24 32.80 0.79% 522.50 522.24 RCP 114 DI-313 CG-6 16 525.83 113 15 57.45 1.01% 521.58 521.00 1 RCP 9sCOT�kRLLINS�Z T C-) Lie. No. 035791,E �o05/05/20 " ���SSI ONAL E"�G��� z I Lu I O z 0 V1 z < W W > Z 0 a U U z I O U � In U0 U U 0 i w 0 c= J U I J I lm� w m, w z 0 ¢ F- a fY I a Q � z o o LU '-' w w w I H) m UI W LU � c w Ce d t� I w I LU I 0" O O N W 00 N Ln Q � N 00 � N Ln ri O �n r ® co N fyM w w cn V 0 O N z Q W z_ Lf 06 0 z 0 Q LU w w a V7 JOB NO. 182157 SCALE ill = 30' SHEET NO. 9 CG-BB WIDTH OF C �¢� ENTRANCE _ Z LIMITS OF PLO. LIMITS OF PED. ACCESS ROUTE ® o ACCESS ROUTE WIDTH OF ENTRANCE NON -TRAVERSABLE -' UNPAVED SPACE UNPAVED SPACE u LISTING OR PROPOSED EXPANSION JOINT SIDEWALK OR SIDEWALK SPACE a WIDTH of ENTRPNCE Y-0„ rc 1K EXPANSION JOINT LIMITS OF PED. LIMITS OF PED. CE55 ROUTE NON -TRAVERSABLE ACCESS ROUTE 11E E � g L a C�p W N d. CURB INCLUDED IN L, PEDESTRIAN ACCESS ROUTE DETAIL WITH & R ENTRANCE GUTTER aY WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE RED F THE LIMITS 2'-0" OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND .a FLOW LINE i EXISTING OR PROPOSED VDOT RI HT -OF WAY. I I 01 ENTRANCE WIDTH s EXPANSION JOINT DESIRABLE MINIMUM 16- . e. • s. o ABSOLUTE MINIMUM 12' N PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS i UNOBSTRUCTED, STABLE,FIRM AND SLIP RESIS'a' 4booq' o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A qe, e FACILITY THAT CAN BE APPROACHED.ENTERED AND e • o. o EDGE OF PAVEMENT USED BY PEDESTRIANS.P ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN M IF PEDESTRIAN ACCESS E5 ARE BEING PROVIDED, A MINIMUM 4' ROUTES LE WIDTH g'_2'-0", IS REOURED WITH A MAX. 2X CROSS SLOPE. • e. WHEN USED IN CONJUNCTION WITH STANGARD .'p, • s. s. PARABOLIC CO-3 OR CG-7, THE CURB FACE ON THIS , NP I SIDEWALK STANDARD 5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. e•e ear XQ o: c ® ® NORMAL GUTTER ® ------ Mx SECTION E-E e. • p• • (.. • e. . c. X • c.^ . e. • li. • li. • ALP T Vegbe AH OX TO 10X CHANCE �1 3"J 0 4be' �eP q ee4Ae=o4a c§-'b4' CLASS AS (H.E.S.) CONIC. 6" AGCR. BASE 5•-0" 12X MAX. SLOPE TYPE I SIZE 218 I 5'•0" ® POINTF OGRADE CHANCE >. • li. ' -• ' • li• FOR CURB AND GUTTER ONLY NI � 'n • e. • s;. • •�. FOR SIDEWALK CURB AND GUTTER I z z 12 Y MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS q be • , 4e. e4'4e4e e BUILT CONCURRENTLY SECTION C-C z z z 3 Y MAXIMUM DECREASE IN SLOPE FOR FIRST D'IN7ERVA AND 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION V�❑T REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STAND 502 REVISION DATE EEA(OS SHT 1 °F 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J..• 1 OR BETTER ARE TO BE ACHIEVED. -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION 6. PAVED, RIP OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ///. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TEST SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURS 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 VDOT A MINIMUM OF ONE WEEK PRIOI 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 ROAD. NOT BEING ELIGIBLE FOR STATE MAINTENANCE. TENERAL CONSTRUCTION NOTES FOR STREETS I. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 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 SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 3. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 3. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 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. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 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. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. CG-11 T P T T NO E WHEN A FOES ACCESS E ERC ENTRANCE CROSSES A SLOPE UAL ENTRANCE THE CROSS ROPE SHALL BE 2X FOR A WIDTH OF 5 FEET. A GENERAL NOTES w -STREET APPROACH SAME SURFACING I RADIUS TO BE AS AS MANLINE ROADWAY (SEE NOTE 3) SHDWN ON PLANS) a 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS �1 SHOWN ON PLANS) OR CG-7 THE CURB FACE ON THIS STANDARD IS r0 BE AOJUSTTED TO MATCH THE MOUNTABLE CURB / CG-2 OR T CC16 I L--_ CONFIGURATION. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE r 0 SIDEWALK USED WITH THIS STANDARD. ISIDEWALK - - - - SEE w NOTE 51 rc I OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE �� '^ ---_�+----- - R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION RECUIRED FOR MAINLINE PAY EMENT WHICH CAN BE EXPARSION IT SON OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND CUTTER NOTE: WIDTH " OR W MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SO TYPICAL SHOWN ON TYPICN. SECTION. A SE PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE 70'PARABOLIC CURVE (ENTRANCE ONLY) TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAPS WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8X MAX. 0 OPTIONAL FLOW LINE GRADE CHANGE ® _ - U (SEE E 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - � - - - - � - -NOTE 71 E RANGE.REQUIRED THE ENTRANCE. 6X MAX, ® D GRIME CHANGE 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRACE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 5'MI 20-MINMM FOR CONNECTIONS. COMMERCIAL ENTRANCE INTERSECTION NOTES S. WHEN CC-11 IS USED FOR STREET CONNECTIONS. THE N CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHT0 POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE DESIGN INCLUDING STOPPING SIGHT DISTODEOU D K VALUE REOUAD REMENTS. B. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A rN 4" CUTTER TO PROVOE POSITIVE DRAINAGE ACROSS ACROSS THE INTERSECTION 2" B TIII'Jlll ALLOWABLE ENTRANCE GRADE CHANGES CLASS AS (HE SA - CONCRETE SECTION C-C NOTE: ALOWARLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION lVOOT REFERENCE METHOD OF TREATMENT ROAD D eRIDCE STANDARDS Soz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07115 203.04 uD-• DEOTEXTILE SRAINADE FAHRNC (OVERLAP T-O" AT TOP) PAYED SHOULDER PAVEMENT MATE Rj� sL�RADE OUTLET PIPE SEE NOTE 1 1157 AGGREGATE. 06 2'-0" 1'-01• AGGREGATE OR CRUSHED GLASS MEETING 0 VAPoABIE GNADA71ON REONRD4NT_ (LOGE PAVED 5NOLLDER) PAVED SHOULDER SECTION ROAD AND BRIDGE SlmDA)DS SHEET I W 2 FgV151ON DATE IDB.D6 UP TO ELBOW, PIPE 15 PERFORATED ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 S 3 S MEDIUM 500-7500 VPD 5 3 X 6 X LOW CE55 THAN 500 VPO 5 8 X 8 X UNDERORAN SHALL BE CENTERED UNDER CURB 40 GUTTER GEOTEX31LE DRAINAGE FABRIC IOVEILAP I'•b' AT rOP1 PAVEMENT UNSTABLIZED •-•a_a' •. j:�'�:: s�,wns� uA gI� SDBGRAOE GRLEI PPE SEE NOTE 1 #57 AGGREGATE, NR 4" PIPE AGGECATE OR CRUSHED GLASS NEETNG #8 GRADATION REOWID&NT, CURB AND GUTTER SECTION W TO ELBOW PPE 15 PERFDITATrD 45• ELBOW CONNECTION 45• WYE CONNECTION PAY LIMITS FOR OUT ET ?--Y- MAY PPE TO BEGIN WITH 45• EIBOW EW-12 (TYPICAL) OUTLET PPE NO SCALE STANDARD PAVEMENT EDGEDRAIN V"MA DEPARTMENT Of TRAAR5FORTA1ION 2" 5D1 701 CD-1 l Ew-12 CUT TOP OF CUT pqT LIMITS F rrlcAL) +AVLMHH- OUTLE BET PIPE TD GIN WITH 45• FlLL uUBCRAOE DITCH LINE ELDCW COMBINATION UNDERDRWN CD-1 AT LOWER END OF CUTS Fr. F GF PAVE FNi CENTER LINE SECTION TRAVEL LANE (w IY L ItiE.L4- M-1LRI&J .. 45• 1\ TRENCH PLACEMENT EDGE ELF PAVEIENr PAY LIMITS FOR OUTLET PIPE TO SHOl.1 r.FR IIHF ELBOW 45• l ! c I I I I PAVEMENT SURFACE 1. BASE _ _ i0_ OF FLL c a o - SUBBASE OF/ _12 o �t (TYPICAf 01.N SELECT MATERIAL TYPEICRII O. #bT AGGREGATE. 18 AGGREGATE OR CRUSHED CLASS MEETING 118 GRADATION REDUIREMENTS. GEOTENDLE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE Y BASE SUBBASE OR CEMENT STABILIZED SUBBASE --�� �-SELECT MATERIAL TYPE I OR SUHGRADE YY "o o�oA oho Yo�000 ICEMENi OR LIME Si A)LREDI GEOTE%iLE , • #57 A011RE0ATE, 16 AGGREGATE OR CRUSHED DRANADE .5 MEETING #6 GRPDATION REDURE NTs. GENERAL NOTES FAH(C 1'-C' II•� 1. UNLESS SPECFICALY INDICATED. COMBRATION tWERORAN WILL NOT BE LOCATED AT THIS PANT WHEN BOTH SUBBASE AND SUBGRADE ARE STABIL®. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THMIDU II HAND TAPPED TO INSURE COMPACTIAM. NON -PERFORATED OLITLET PIPE 3. OUTLET PPE SHALL HEM AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SH U-CER SLOPE 2 X MH. (3 X DESIRABLE) CRANE. 4. ON CURB AHD GUTTER SECTIONS WHERE IT 5 IMPOSSIBLE TO OTHERWISE PR,0 D OUTLETS FOR UNDERCRANS, THEY ARE TO BE LOCATED SO AS TO CRAM Nr0 DROP INLETS OR MANGLES. IIAL5. ON SUPEPELEVATEO SELITOH5 TRENGH 6 TO BE UNDER EMIRE pAVEVENT AREA WITH OUTLET PPE ON Low stoE CHLr. 5. INVERT ELEVATION Ai OUTLET EIL] OF OUTLET PPE TO BE A MINIMUM OF V-0" ABOVE N01 ELEVATION DF RECBVINC DRAINAGE DITCH OR STRAACTUFE. * WAIL THICKNESS INN] - INLFLS 7- ALL CONNECTIONS (ELBOWS,wYES. ETC.1 WI7NN PA LYig FOR OUTLET PIPE ARE TO NP()f TESTED ACCORDING i0 ASTM 0-2412 A% SXOEFLECTMK. BE CF THE $A14: CRUSHING STRENGTH A$ THE OUTLET PPF� 6. OURET OSE TO BE SECURELY CONNECTED TO EW-12M OTHER ORARA,E STRUCTURE - STANDARD COMBINATION UNDERDRAIN SPELIFI _A ILN ftE LFLNCE REY 8707 (AT LOWER END OF CUTS) 10&04 �IRGNA CEPARTVENT CF TRANSPORTV,10N C TYPE D< PI-1 CR �S�IYC S-RE�GT�( W i e' YOV OAAE-ER SMOOTH WALL PVC SMOOrX WILL PE 7'•'SI Xi(k 7C =511GHk CO- 2 LIMITS OF PAY FOR O,F• OUTLET RPE PA BN�E TOP OF CUT UBGRADE_� TOE OF FILL DILL CdIBNATION UNDERDRNN N' Orr LINE tTYPIOAI T SHOULDER LINE I EDGE OF PAVEMENT I I TRAVEL LINES COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION ' (WITH TYPE 1SELECT MATERIAL) IPA EDGE OF PAVEMENT SHOULDER UNE TRENCH PLACEMENT pCILPr�I TOE OF FLL F PAVEMENT SURFACE M BASE 14.44 LIMITS OF PAY FOR .i-SUBBASE OUTLET PIPE -o-o-o-o-o-o-o-o-o->oC000-SELECT...IIA.TYPEI... PLAN VIEW SHOWING PLACEMENT OF _ •. ^ *57 AGGREGATE, N8 AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLASS MEETING #8 GRADATION REQUIREMENTS. GDR.'OTNE,w 1`D' NON -PERFORATED OUTLET PIPE FABRIC OR -PAVEMENT SURFACE S. BASE 0 o F SUBBASE OR CEMENT STADIUM SUBBASE ..^ o•o-o-o- F SELECT MATERIAL TYPE X OR 5L8GRADE 1'- ICDENT OR LINE STABILIZED) N WALL THCKNESS(MIN)- INCHES 057 AGGREGATE, 08 AGGREGATE OR CRUSHED INfi(TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. GEOTEXTILE GLASS MEETING #e GRADATION REQUIREMENTS. DRAINAGE fro• FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUG -Y HD TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET RPE SHALL BEGIN AT THE EDGE ELF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN.10X DESIRABLE) GRADE. BRIDGE CO-2 SUBBASE 3. ON CURB AND GUTTER SECTKNS, WHERE IT 5 IMPOSSIBLE TO OTHERWISE PROVIDE CO- 5'-O' OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO °RAN INTO DROP INLETS OR MANHOLES. 1•�5'-0 SUE NO 21B BEMN. CEP DEIAL PTH) 4. ON SUPERELEVATEO SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SUE ONLY. 5. NVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF T-O" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYEES ETC.1 WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAE CRUSINc STRENOH AS THE OUTLET PPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SREFEREN E REFERENCE STANDARD COMBINATION UNDERDRAIN (AT GRADE SAGS AND BRIDGE APPROACHES) 23 5018/0 IiEV 701 701 VIRGINIA DEPARTMENT OF TRANSPORTATION lO6.Ob m TYPE OF PIPE ��� STRENGTH gM/ETER "ROM. OIAME SMOOTH WAN_ PVC .103 0.15] SMOOTH WALL PE 70 PSI Br3(k 70 P51 i(1EM PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT / EX. STONE SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/ OVERLAY NO SCALE 1.5" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 7.5" 21-A \ \ \ \ \ \ \ \ \ BASE COURSE R SECOM SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE 6" ASPHALT; var-���sa` ✓;:f, :.: " -e:n>:"'1''�•.• v("Y`ti `.«ir,+...'4?:a.S�'r': ;Y.t`rC•P' hV 1//O/�/ft// //o/ // //\ COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE _ (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 4 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1.5" SM- SURFACE COUI 4" BM - INTERMEDIATE 9.5" 21 BASE COUI COMPAC SUBGRE ASPHALT PAVING - ROUTE 20 /\ TRIP GENERATION,--�--' 'III 111=100l - 1 LOT LOT LOT 30T 29T ' 32 31 l OT L-- /- i I LOT - / N SHERID A ,TREE [ NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. -/°9 ` 3 5 ASPHALT PAVEMENT SECTION SHALL MATCHi sod 1.5" SM-9.5� THE EXISTING PAVEMENT SECTION. i- l 1 i \l °T SURFACE COURSE 3" BM-25 \ INTERMEDIATE COURSE BASE C'OU R SE COMPACTED SUBGRADE ASPHALT PAVING - AVON ST EXT NO SCALE TURN LANE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSE 3"-4" BM-25 INTERMEDIATE COURSE 5.5" 21-A SE BACOMPOACRTED SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE NO SCALE STREETS 2" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE PO CR CE D---- \ SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Subbase h a Dp Dauphin Drive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola. Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 CG-9A C ENTRANCE EXPANSION JOINT EXSTNG OR II II h WIDTH OF ENTRANCE SIDEWALK EXPANSION POINT FLOW LINE 1M / F� ENTRANCE WIDTH a DESIRABLE MINIMUM UP EXPANSION JOINT ARSOUJITE'NMM 12' ISOMETRIC VIEW EDGE OF PAVEMENT C HALF - PLAN WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, S, _ 0. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. WIDTH OF ADJACENT OX TO 109 CHANGE pARABOLIC QJRVE UTTER 8' L FACE OF � ' - . _ _ - 1 •• e. 'n. a ' !' .�. 1 q.eoq q•-dY +ga44P:-4.R ^'4v%T III,bog CLASS A3 fH.E.S.>CCNC. 12% MAXIMUM INCREASE N SLOPE AFOR T MINIMUMD' INTERVALSr12% MAX- SLOPE et, 8' AGO. BASE TYPE I SIZE 28 FIRST 10INTERVAL AND 8X MAXIMUM DECREASE FORL0Sl1CCEFDII MINMUM XY NTL7RVALS FOR SIDEWALK, CURB AND GUTTER - BUILT CONCURRENTLY. ® FOR INITIAL CURB AND GUTTER ONLY. ® FOR INITIAL SIDEWALK ONLY - T' SIDEWALK TO BE DIPPED. SECTION C-C O FOR PEDESTRIAN ACCESS ROUTE - MINIMUM 4'-0" TRAVERSABLE WIDTH IS REQUIRED WITH A MAXIM 2X CROSS SLOPE - FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. ® FOR CURB AND SIDEWALK ONLY -WITHOUT GUTTER. ® INDICATES POINT d: GRADE CHANGE. vBPo�SSTADARDS STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION ROAD AM (FOR USE ACROSS SIDEWALK) VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET 1 of 1 Ev15011 DATE 203.01 SIDEWALK (WHERE REQUIRED) VDOT STD. CURB CONSTRUCTED ADJACENT TO DROP INLET (DI-3) AND FLUSH WITH INLET TOPFWITH TYPE %1' NOSING i 0,5• O LINE !� • r FLOW LIN t A 1FI.(jW M A. ►... i •' I s AS ,. II' F- 'MIN. TRANS[ITIOM VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C NO SALE SECTION A -A NO SCALE mm 3' 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 Curb Invert Line Sin 2in 18in RiIIin R1ftSin 12 , 1 �. ,t• C ~rr•,-+•NIT •may---r.:_:*!..E _ •-_ _'i_- ". -•ELF �_ -..`,: _ -- _+A, -', r;r - .�_ - - �,! + .; ..;._ �+. Asti., 1,• KK+1 J• _ - - - - - +Builder's Option: Area may be concrete. Bottom of curb may follow slope of sub -base provided a minimum dept of 7 inches is maintained_ 1ftOin -2 ft CI in Rolltop Curb W ♦ e : - ADT I II 1 ! L1 T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -_ -- =- ---- --- - ---- - -t - ---------- L _ J J 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 (ig ENTER/ 55 EXIT) PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) 0 c O W Slope break for droinoge. if req'd. o R- 2 Feet LL U o, -C Back of Curb o G O !1i1 ;7 O Na La_ O liil i 1 I T O iiii i i i I i a ilii'! I I i I i iii! iiii Constr. Joint J O Mainline Edge of Pavement Driveway Entrance Warp Tronsition Roll top curb 1 dim Port Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rod' -us Return Warp curb profile to match driveway entrOnCe apron ?rode within 4 feet each side 01 apron above invert line. Driveway Entrance Apron for Rolltop Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION I CG-8 NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB N GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO TIE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. ,•D m • D D • D • D • D BE CONCRETE OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION COMBINATION REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINA DEPARTMENT OF TRANSPORTATION 201.03 4RL SCOTTLINS'Z Lic. No. 035791,E d� 05/05/20 �4 ORAL : - ADT I II 1 ! L1 T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -_ -- =- ---- --- - ---- - -t - ---------- L _ J J 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 (ig ENTER/ 55 EXIT) PM PEAK: 99 VPH (62 ENTER/ 37 EXIT) 0 c O W Slope break for droinoge. if req'd. o R- 2 Feet LL U o, -C Back of Curb o G O !1i1 ;7 O Na La_ O liil i 1 I T O iiii i i i I i a ilii'! I I i I i iii! iiii Constr. Joint J O Mainline Edge of Pavement Driveway Entrance Warp Tronsition Roll top curb 1 dim Port Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rod' -us Return Warp curb profile to match driveway entrOnCe apron ?rode within 4 feet each side 01 apron above invert line. Driveway Entrance Apron for Rolltop Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION I CG-8 NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB N GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO TIE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. ,•D m • D D • D • D • D BE CONCRETE OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION COMBINATION REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINA DEPARTMENT OF TRANSPORTATION 201.03 4RL SCOTTLINS'Z Lic. No. 035791,E d� 05/05/20 �4 ORAL E zc z � W W z z O ¢ � � C 0�rU0F HCIO � U U V LUt=n 0 J C� � L Lu Lu E IS ~ a a cn z LU LU - LU LUi > (n In C Uj LU 0� H� w ' w � li CG-2 NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, MOOD PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 2" R (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 311(21" DEPTH)IN ORDER THAT THE BOTTOM .�,• •, m OF CURB WLL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH 15 TO BE 15" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE ♦ ' ' e •. FOR A DECREASE OR AN INCREASE N DEPTH. D•� D•; D g ACE CO-2 15 TO BE USED ON ROADWAYS MEETING 5' �•. �•.SURF THE REQUIREMENTS FOR CG-B AS SHOWN IN D� • DL • D ..' APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. A. 'C •, BASE t D D n 'c 2" RADIUS SUBBASE r 0•. D. D. SURFACE s p A'': : ' m •tD.; � D.��D. •e •e •Q BASE SUBBASE B„ 12' ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AD BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 O � N LU H 0o Ln Q ,-00 1 N C),C:)1\-I 11 1-4 ,\-I N Lnn 1 I I- w LU LU a D_ JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 POINT OF ROLL TOP C/L FINISHED GRADE CURB CG-2 CURB 1/47: 1' 114: 1' °d�q9 °aw 8g0 0000 00 00R000 ooPo°9 °db°9 00o0 00 pocc%w ---------- 4"21DOT VDOT STONE BASE 6" CURB STONE r4" BASE (TRAVEL LANE) (TRAVEL LANE) 17' E/P-E/P 30' PRIVATE STREET EASEMENT SECTION F — ALLEY IYITH PRIVATE STREET EASEMENT TYPICAL PRIVATE' STREET �Pc PRIVATE' ALLEY — 30 ' PRIVATE EASEMENT 15 MPH DESIGN SPEED NOT TO SCALE I POINT OF C/L FINISHED GRADE CURB &GUTTER CURB &GUTTER 4" VDOT 4" VDOT 21A 21A E STONE BA E I BASE 10 J 10 25 (TRAVEL LANE) I (TRAVEL LANE) 20' E/P-E/P 30' PRIVATE ALLEY EASEMENT SECTION G — TYPICAL PRIVATE' ALLEY — 30 ' PRIVATE' ALLEY 15 MPH DESIGN SPEED NOT TO SCALE' CIL R/W R/W \(' CG-6 POINT OF CG-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK 5' WIDE CONCRETE `3 SURFACE SIDEWALK 3:1 EXIST. GROUND 2% 29 / 29. 2Z EXIST. GROUND r 3 3' ' "- ---- ----- '- 6' PLANTING Q a — 6' PLANTING 4" VDOT 21A STRIP � � STRIP 4" uoor 4" uvor 4" VDOT 21A STONE BASE STONE BASE SUBBASE STONE STONE BASE EXIST. GROUND BASE BASE EXIST. GROUND 2.5 10' 10' 7' 2.5 (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 56' R/W SECTION A — TYPICAL PUBLIC STREET SECTION IY/ PARKING ON ONE SIDE ONLY (56 ' R/IY) PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD) GS=SSAR RE'SIDE'NTIAL & MIXEDD USA' SUBDIVISION STRFFT DESIGN SPEED- ,95 ffPH R/W C/L POINT OF CURB &GUTTER FINISHED GRADE CURB &GUTTER 6' WIDE CONCRETE SIDEWALK---- 3 1 1147- 1 ' 114 ".• 1 ' EXIST. GROUND ° °° °°°00 °� °0OO O° po pppu0°O °&°n 0066060 4"2 DOT 4" DOT 4" DOT 21A STONE STONE STONE BASE A E I 10' 1 0' 16' BASE EXIST. GROUND 2.5 2.5 (TRAVEL LANE) 1 (TRAVEL LANE) PERPENDICULAR 25 PARKING SPACES 36' E/P-E/P 50.5' PRIVATE ALLEY EASEMENT ,SECTION H — TYPICAL PRIVATE ALLEY IYITH PARKING— 50.5 ' PRIVATE ALLEY 15 MPH DESIGN SPEED NOT TO SCALE R/W CIL R/W 5' WIDE CONCRETE CG- 6 CURB & GUTTER POINT OF FINISHED GRADE CG- 6 CURB & GUTTER 5' WIDE CONCRETE SIDEWALK SIDEWALK J. SURFACE EXIST. GROUND A 27. 27 29 -2% 3.1 _ 6' PLANTING ° - - 4" VDOT 21A - STRIP 6' PLANTING STRIP 4" VDOT 21A STONE BASE 4" VDOT 21A STONE —SUBBASE 4" VDOT 21A STONE STONE BASE EXIST. GROUND BASE BASE 0 2.5 2.5 1.0 10' 10' (TRAVEL LANE) (TRAVEL LANE) j 24' F/C-F/C I 49' Rw SECTION B — TYPICAL PUBLIC STREET SECTION #-/ NO PARKING (49 ' R/TY-) LOYOLA KAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 AIPH R W GAL / 5' WIDE CONCRETE SIDEWALK EXIST. GROUND A _ 29 3-1 _ - 6' PLANTING 4" VDOT 21A STRIP / STONE BASE 4" VDOT EXIST. GROUND STONE BASE 1.0 2.5 — CG- 6 CURB & GUTTER 29' R/W POINT OF CG-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE SIDEWALK SURFACE 29 4" VDOT 4" VDOT 21A SUBBASE 21A STONE BASE STONE BASE 2.5 1.0 10' 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 31 EXIST. GROUND 7 A — EXIST. GROUND EXIST. GROUND EXIST. GROUND SECTION C — 7YPIC4L PRIIIATE STR�'�'T SECTION IYITH NO P4RKING (93 ' RllY) hERWYN LANE (PRIPA77E STREETJ CS—SSAR RESIDENTIAL & MIXE'D USE SUBDIVISION STREET DESIGN SPEED.- 20 .ifPH PERPENDICULAR PARKING ONLY R I IN / GI L R/W �J_ 5' WIDE CONCRETE SIDEWALK CG-6 CURB &GUTTER POINT OF FINISHED GRADE CG-6 CURB & GUTTER 6' WIDE CONCRETE SIDEWALK SURFACE 3� EXIST. GROUND 27 29 / 29 6' PLANTING STRIP 4" DOT 21A 4" 'VDOT 4" VDOT 4" VDOT 21A / STONE BASE STONE - —SUBBASE STONE STONE BASE EXIST. GROUND BASE BASE 1.0 2.5 16' 2.5 11' 11' PERPENDICULAR (TRAVEL LANE) (TRAVEL LANE) PARKING SPACES j 42' F/C-F/C I 61' SECTION D — TYPICAL PRIVATE' ,S7 T7 R, S SECTION IYITH PARKING HYBRID (61 ' R11) SHERIDAN STREET (PRIVATE STREET) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH GIL I I GIL I R/W R/W R/W R/W CG-6 POINT OF CG-6 CG-6 POINT OF CG-6 i11 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER (1 5' WIDE CONCRETE CURB & GUTTER SURFACE FINISHED GRADE CURB & CUTTER 6' WIDE CONCRETE SIDEWALK - - SIDEWALK SIDEWALK 3 SURFACE 3 EXIST. GROUND \ 29• 2q EXIST. GROUND 2q 29. EXIST. GROUND 29 27 3 1 ° 6' PLANTING 4 4" VDOT 21A STRIP 4" VDOT 4" VDOT 4" VDOT 21A 4" VDOT 4" udoT 4" VDOT 21A STONE BASE 21A — 21A STONE BASE 21A — SUBBASE 21A SUBBASE STONE BASE EXIST. GROUND STONE STONE STONE STONE BASE BASE EXIST GROUND EXIST. GROUND BASE BASE 2.57 10' 10' _ 1.0 11' 11' 16' -'T - (TRAVEL LANE) (TRAVEL LANE) (TRAVEL LANE) PERPENDICULAR j 24' F/C-F/C I j 42' F/C-F/C (TRAVEL LANE) PARKING SPACES 40' 55' — SE'CTION J — TYPICAL PRIVATE' STREET SECTION IYITH NO PARKING /40 ' R IY) SECTION E' — TYPICAL PRIVATE' ,S'_77 T7 SECTION IYITH PARKING HYBRID (55 ' R/IY) r / / BERIYYN LANE PRIVATE STREET) SHERIDAN STREET PRIVATE STREET) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED. ,20 ffPH GS=SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- , 96 PH PERPENDICULAR PARKING ONLY EXIST. GROUND EXIST. GROUND A ---- EXIST. GROUND EXIST. GROUND op SCOTT R. LLINS'Z C-) Lie. No. 035791,E �� 05/20 0�,��slllo/NAL ESA z LU L o � C Lf)U V1 z z o LuLu � > � ZzJ O Q g g o3 a acl� r 00 00 F O � z u U m UU C w C] M J Q � Q J L ¢ w W z o I- a � c a � z o LU �" LU W LU W L > cn u') co c LuwwQ LU L a c C] C LuL (n C > 11 W L c� c Lu-1 CDON N oo r 00Ln CD Ln ,1 N O ® co N z ® cle) Q LU rn � N 0 NQ Lp > O LLJ J ur) J z > Q 0 U) z_ L L] LL. Lu 0 I Lu (u � v o U v LL l Q ul� � Q Cn J z LU Lu = U z H� J Lu J Q C) -- N Lu w W a JOB NO. 182157 SCALE AS SHOWN SHEET NO. loA O z w z J J O U 0 0 0 U v) 0 Q N L 0 0 0 U 73 0 U 0 c 0 c 0 U 7 u) 0 U 0 N 0 U 0 L 0 0 v) 0 3 0 co 0 Q Q T 6 0 0 0 C) 0 c- 0 Q 0 0 0 C) U 0 Q 0 0 T 0 E a 0 z w w z z w z J 0 c� Q 0 Q 73 X 0 0 0 0 c 0 E u 0 0 U O 0 u) 0 Q 0 u) SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVA710M FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST I'VE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 T 6" PIPE 6" D.D. 6" %tnr-IT Cl ACC 1 5' VDOT NO 1 ONE BEDDING PIPE O.D. 12" SECTION A --A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PftOFiLE 1 ExCEPT WHERE SLOPE OF MAX, 13ANK EXCEEDS 1 1'0 1 d !` A �J '3.Q' MIN. •• •• . UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN S OF COVER IS AVAILABLE BELOW STREAMBiED, CONCRETE ENCASEMENT WILL HE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 15" OF VDOT CLASS 1 RIPRAP SEWER TYPICAL STREAM CROSSING N.T.S FIG, S--7 TD-38 7 COMPRES6101 x 3/47 MALE PIPE COUPLING OR APPROVED EQUAL Q° 1" Y1PE "K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SFRAcES. 1"x1'x1" TEE NOTE NO SWEATED FITTINGS 2' DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PRE COURUNG OR APPROVED EQUAL • TYPE 'K" SOFT COPPER (D FOR USE ON DETACHED SINGLE FAMILY RESIDENTAL SERMCE WHERE AN IRRIGATION METER IS NOT PROMDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON LID FINISHED GRADE 38" MIN. COPPERSETTFR 1/8 BEND COUPLING �ems_ METER *i �ti z^,1jL CORPORATION STOP _F, .d `n4� BRICK AS +'i t:; 2. ^•,41(,?•. NECESSARY iJ:).icS n• T- N SAND 0R DUST UNDER`. BOX AND SETTER (2-INp1 ..... i{*:Ff 4" DIAMETER DRAIN PIPE, 72" ''�,, v�+% u4�=K "'�I LONG STME POCKET, MIDI MINIMUM THICKNESS) S a,.,y^�vi '� k y ;�Alw':;T-i,,�;;;:�,.-,try,, SPEC. Z03. NQ 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-SA TD-10 EMBEDMEN SPRING LINE OF PIPE NIO. E8 STONE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE" ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -GUT CONDITION 4 MIA INITIAL BACKFILL 4 MI NSTAELE all SOIL MIN. MIN. MIN MIN. #68 STONE "-= IN FILL AS ' APPROVED BY ACSA S L { bci� L STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2" NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL OASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 24 8"MIN T REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTiAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNC:HING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXJSTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 ►z�.�.r-r-rn SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 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 90 3.66 3.16 3.21 0.48 8 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 V COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-l" METERS) NITS FIG. W-7 TD-13 4" DIAMLIFEl AND VALVE WATER PVC SLEEVE THRUST BLOCK VALVE SMOX M,J, FITTING-\ ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA /- 501E (TYP) ALL -THREAD ROD ? �'�':•: WATER MAIN �3 VALVE r... 4S . . 24" MIN UNDISTURBED EARTH PLAN - 'CLASS G CONCRETE Imo'. uIu "' • ' r-MEGA-LUG UNDISTURBED E ELEVATION ,�TION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALAG PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DfMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-30 TD-6 \fAA17=C J. PLUG �t • • • 1 • 42"MiN " • VALVE + + TEE 2500 P.SJ. CONCRETE : F BASE AND HRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED 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\\) 1 SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1a-0" MAX PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPRDVAL. FINISHED GRADE -� M.J. GATE VALVE kH SCOTT R. LLINS'Z C-) Lie. No. 035791,E 1�0�1��svo/05/2]VAL 0 Y:'A F WATER LINE Z I w L 1-._ I O C 2500 P.S.I. CONCRETE b' a 2'x 2' BEARING AREA. Z 0 THRUST BLOCK z n, z J LLJ � w � > O � � 03 a a 0 4 � o O F b O v m En � z o OU NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. w 0 (= Q Q C L U) J Q ,. J ~ w w TYPICAL GATE VALVE o z 0 0 2 ,__, w w LLJ L NTS, i U) U-) m C FIG. W-5 ui � > > Q s LLJ L TD-9 d C 0 C w L cn L w L � � c Z I 3000 PSI CONC, BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN J RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED ON-LINE CONCRETE SECTIONS 12" MIN "D° RING SEALS d 16" MAX i BRANCH ,� (TYPE B») ELEVATION 12" J 1 -•-- MINIMUM DIFFERENCE ACROSS M.H. 5" I 4'-0"�FROM INLET TO OUTLET ' VARIES THREADED COUPLING BRASS NIPPLE AND PVC SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH .OF FLOW �F'ILLETS 4 2" CHANNEL TO BE o € CAP LUBRICATE ALL THREADS 3/4 DIAMETER OF CONTRIBUTING"`'�--- :6 ' 0° METER BOX (SEE FIG. W-7) SEWER. A A FILLETED INVERT FOR A SMOOT ° d '+d " 12" NOTE: TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO PROVIDED. MIN. 6" BEDDING NO. 68 STONE BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE 2" PIPE SLOPED NOTE Wf W - TO DRAIN IF GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION BOOT " INSTALLED • 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, O 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 AG, S-1-A FIG. S-1-13 NTS' 1D-25 FIG, W-B TD-27 TD-1s 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. J (4) 1" (25mm) DIA HOLES ON 2RCLE.($34mm) DIA BOLTC 2" (51 mm) LETTERS T 0 (RECESSED FLUSH) V ," [25mm) n.N ARr PCKCLOSED IOOLE 1 1/2" D [ [38mm] 0 0 0 I E 1 �� W (2) CORED PICKBARS 71 T 1 1/8" (29mm) DIA BOSS D 27 1/2' DIA 1 1/2" [699mm] [38mm] 1 1 l 26 1/4' DIA 7" [667mm] I [178mm] 7 7/2" M 26' DIA 90 [fi60mm] [38mm] 1/4" (6mm) DIA 3 1/8" 2e DIA NEOPRENE GASKET [79mm] Q [606mm] 'l I /� 28 7/16- DIA I 5/8" m [722mm] 1 [t 6mm] [ "DIA] 1 1 1 584mm 36" DIA 25" DIA m [914m] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (25mm) PM HOUM ON 32 s a' (ns4mm) DIA 27 1/2' D14 [38mm} BM.T CI l& [699mm} r 667mm 24' DIA [608mm] r �28 7/1 DIA [722mm] 111II [16mrn] 36- DIA O O [ E SrzC 13 7fi" FRAME SECTION [20mm] � [38mm] 2' (51 mm) LERESiS '',. (RECFSSEP nirsm) 1" (25mm] ���I ,[1,Rr [79mm] • 2 213/18°32m] 2 if8• 3 13/76" 579mm] 0 1 i /16" [635mm] I [mm] [35mm] 9/76" O.O. OF GKT GROOVE 77 [14mm] SECTION VIEW 1/4' (6mm) DIA s� AssEMSLr NEOPRENE GASKET DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 S 1NDRllBBER PART# 00981OL45 (CORM 60D _ 5/8 11X3 1/2 S$W '{X45 [41Mm PARF GOee1250241/2" [6 .93 DIA. STAINLESS STEEL ROD (P) WSHR 5/8 ID 156 OD 55 PLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm PART# D09B1318 PICKBAR & LOCKLUG HOLE DETAI?_ NOTES 2) NUT Hx 5/&-11 ZN NYLK PARY>p OW81204 A. ALL MANHOLES IWTHIN 1W YEAR fLOOOPI.AIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTGHT FRAME a COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PARTi 009CIZ28 3. COVERS 5HALL BE FIXED TO FRAMES WITH LOOMN8 LUGS OR 61MIUAR ASSENBLY. (?a o1TrJ 1935R LDI* LUG TYPICAL WATERTIGHT (sHPAI2TI a6193sa5 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S_I-E TD-32 w 00 N -_ Ln Q Ct � N 00 O � CD ,--I N Ln rH O C`7 ® co fy qz: z ® V LU N 0 pp N Q L W Ln J_ J_ J Q w z W oz O ® J W Q w _ CD O Q zI J LJJ H� J U) lij W�/ = 0 z JW J V w r w 0 w OC = d Ln I� JOB NO. 182157 SCALE N/A SHEET NO. dam= 11 "'I, / � ,I / / i � / I A TMP'90 34A / / -___--- -____-_ , / , //' x// '/ --------- ------- ----------------- / I / I � // // // // --- " i 1 ITH TEMPLE CH 1 CH{ L C ,I / I , ------- I , / --' - --- ----- -----------_- / /' / / / -------- --------, I - / - I , / , , ' 1 r----------- ---' ` I / -1 ' II------------ 1 1 ; I I II II \ \\ - "I " // I/ / / / // "', ,'', I \ I � " I " I I , / �'/ // �11' // '/ _--\ i -- - ---- ' -- / r ----- -- -- / --- ---- ------ _ ' , ------ -- - - - - - - - - - - - - I '\ \\ \ \\ \\ \ \ - - - - - - \ , ,----- U ---------- D \\ \\\ \ \\ \\\\ \ '- 1 ------ \ ` I \ \ \__ ___ \_______ - / -- - - - - - / - - - / / , 1 I I \ \ _ 11 ----- --- _ _. - - \\\ \ - -__- ---- - -----' \\ \ \\ - -- --- \ 1, 1 --,-------7 I � I � 1� - - - - - - I - �' 11�-- , // --- \\ \\----- -- -- -- -- ��"' -- "'-' '- ,- --- ---` \ \I l\ \ \ I 1 _ \ ---- - - '' ------I ___--- 1----------- - -' \ -- \ vv vv "--r'- i - - -- -`--------j / 666iMIT" TMP 90-26 1 STEVEN LEVINEAND 731 PLAT SHAWNNA PLEDGER vv I D.B. 2197 -P. 388 \ \ ___-- T65 8 P. 588 __ I- , 590 PLAT I I I - I "" 0I----- 5150CED3 � OH_E O H 71, i - CONCF-_ '------- _ _ _ so GRAVEL ----- -ST - _ _- l �---- -_ - -- DRIVE 6-_ :---- 42E 1 558. -°-E_-_H- -- _ "-- - ___- ° _ ____ __ -- -- -_-__ -- _ _- _ -_ - - _ ==-550 -o -________-_\\ --_--� Hro Pole o ,1 - --, MP90.21G_______>- HE RECTOR AND VISITORS i` \ �__ --- FTHE0 P.27,SITYOF VIRGINIA B. 111UIVER _ O TORN p0� 0 WPB xi P. 75- ) ----- INVOUT+'s49:b`5 I FULL 06rDEBRIS I 6 < m INN OUT 55 .99 TI ,' FULL OF D RIS VV 1 LOT -211 FLEE EDDI MINN E LEI 1 D.B. 716 I D.B. 32 -' ii Structure Area (Acres) Cw tD (Min.) 2 0.33 0.75 6.0 2B 0.13 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 34 0.00 0.90 5.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.11 0.75 6.0 42 0.14 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 64 0.00 0.90 5.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 88 0.00 0.90 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 5.0 108 0.00 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 YD7 0.00 0.90 5.0 YD7A 0.00 0.90 5.0 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 YD8A 0.00 0.90 5.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YDII 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12 0.00 0.90 5.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13 0.00 0.90 5.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.12 0.40 6.0 YD13D 0.00 0.90 5.0 YD13E 0.04 0.40 6.0 YD13F 0.00 0.90 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD13I 0.09 0.35 6.0 YD13J 0.00 0.90 5.0 YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16 0.00 0.90 5.0 YD16A 0.22 0.40 6.0 YD16B 0.00 0.90 5.0 YD16C 1.28 0.35 12.0 YD16D 1.46 0.35 12.0 YD16E 0.79 0.35 12.0 ROOF 1 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 ROM 0.04 0.90 5.0 ROOFS 6.00 0.90 5.0 R00F10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF 12 0.10 0.90 5.0 ROOF 13 0.07 0.90 5.0 ROOF 14 0.04 0.90 5.0 ROOF 16 0.07 0.90 5.0 ROOF 18 0.09 0.90 5.0 / , , , I , � / IGHT, ROBERT S WR , HOWARD G --- �' v i r I , 1 j / . 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" �Mm " �--- 0 - • • =N�-=M_-�I�� .-©. " ®M ®®--- ■�=N��Mucm���� 11 /COTT �'� ����SSIZ C-) Lie. No. 035791,E "� 05/05/20 ' O�NslIONAL E�G�W) HF z ; W L Z 7 2: ` O C VJ z z 0 LUW > . Z O < g g 66 C - r o< oU � F O U z ; � U m U OU C U w 0 J J L < Il LU m' W M z O I- < C < z z 0 0 ~ ' ' W LULLJ L > m C W ICI w - Q W L a C 0 C W L > I r I rn o LU- " � < N O 0 - ,--I ,\I�1 Ln O FW m 7- 11�- ® co N fy 1M� z ® i Q J Ll 0') C) m N 0 Q w mommil Ill J J J ® > Q il- w z Q ina � � 2 O LLJ J k-S) 0. LU 2 (D ,g::::: U Q Q' J / J 0L Lu I --I 0 UlU) J HI z0� LU - V) (D z � ~ j 0� 1 2 V 0 O N O W W d = JOB NO. 182157 SCALE 111 = 3 0 1 SHEET NO. 12 ,• i Design Storm Year 10 e i n ear, Project: SpringhiH 0 pare y: SKIM C MEN • • ---------- • • • • �■®��■i■�■1� � � I�� , � ®■its® �����■i■�■1��I .,, , �■� � ' ®•its® ������itit��l��l����■■■� ��©��■■■�■1��1�� , , .. ®■its® �■���■��■1�®I�� � � � ®■its® �����■i■�■1� „ I , , � , ,. ®•its® �����■i■�■1��1� � � , � � • �■rite �����■i■�■1��1®� , � � ®■its® ����� • •• ice!®�1®�I����■■■� �����■i■�■1��1�� , „ ®■its® �����■i■�■1��1 „ � , , , ®■its® �■1■■■■■®ilk , , , , �0 • �' ■L1�! 0 ■■1■■■1■■�E�1®®�■vOtaLl■L1�! � STRUCTURE DRAIN tl, 11 > � SCOTT R. LLINS Lie. No. 035791 "�� 05/05/20 O��SSI ONAL E�O��� H An H z w z w O O z z w w o 0 Z .. J > > O ¢ g g o3 oZS O U z O m O O w � Q Q 0 J � � J J z 0 Q w a w � a Q 1Y Q z t� w w w w W� w w Q Q °� w w 11 11 w w (n An W W for inlets draining to sto water management facilities, where overland flow to facilities is n t available, 100% capture is required at 6.5in/hr W Ol T \ O O CD N QN 0p N O Ln O_ rxi O .--1 ,--1 ,--i " In -I T-1 N O MENUML _M C` ) `, J ® N z ® � J 1..� N 0 N Q Q O V/ w z J -j O z Q LLJ J Un i--i u- D � o v J W Q _ v W for inlets draining to sto water management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr W I 0 . J J Q Uj 1-4 z in Uj = W L.f_ , ^ - z �� J w a- a- right J �< V 0 N w I- LU W a (n JOB NO. 182157 SCALE N.A. * g Ater longitudinal slope of 0.001 should be used in a sump condition * g Ater longitudinal slope of 0.001 should be used in a sump condition _ SHEET NO. - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth r inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for he 10yr conveyance to the facilities r inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities � /. 1.4 4 N TE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. AGE ( ) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YDl 12"NybplastYardInlet 0.42 4.49 0.11 0.50 4.00 0.220 0. 7 WEIR FLOW YD1 12"NybplastYardInlet 0.42 4.49 0.11 0.50 6.50 0.358 1.7 WEIR FLOW YDl 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.11 0.50 4.00 0.220 1. 3 WEIR FLOW YDl 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.11 0.50 6.50 0.358 1. 9 WEIR FLOW YD2 15"Nybplast Yard Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0. 1 WEIR FLOW YD2 15"Nybplast Yard Inlet 0.64 5.40 0.12 0.30 6.50 0.234 0. 1 WEIR FLOW YD2 15"N bplast Yard Inlet - 50% clogged 0.32 2.70 0.12 0.30 4.00 0.144 0. 2 WEIR FLOW YD2 15" N bplast Yard Inlet - 50% clogged 0.32 2.70 0.12 0.30 6.50 0.234 1. 3 WEIR FLO W YD3 12"Nybplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.9 WEIR FLOW YD3 12" Nybplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLO W YD3 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLO W YD3 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.04 0.50 6.50 0.130 0. 6 WEIR FLO W YD4 30"NybplastYard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.3 WEIR FLOW YD4 30"Nybplast Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4. 0 ORIFICE FLOW YD4 30" N bplast Yard Inlet - 50% clogged 1.43 4.30 1.64 0.55 4.00 3.608 4. 0 ORIFICE FLOW YD4 30" N bplast Yard Inlet - 50% clogged 1.43 4.30 1.64 0.55 6.50 5.863 7.)3 ORIFICE FLOW YD4A 30"NybplastYard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.13 WEIR FLOW YD4A 30"Nybplast Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4. 0 ORIFICE FLOW YD4A 30" N bplast Yard Inlet - 50% clogged 1.43 4.30 1.64 0.55 4.00 3.608 4. 0 ORIFICE FLOW YD4A 30" N bplast Yard Inlet - 50% clogged 1.43 4.30 1.64 0.55 6.50 5.863 7.)3 ORIFICE FLOW YDS 12" Nybplast Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.119 WEIR FLOW YDS 12 N b last Yard Inlet Y P 0.42 4.49 0.08 0.35 6.50 0.182 0. 8 WEIR FLOW YDS 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YDS 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.08 0.35 6.50 0.182 1.108 WEIR FLOW YD6 15"Nybplast Yard Inlet 0.64 5.40 0.21 0.45 4.00 0.378 0.08 WEIR FLOW YD6 15"Nybplast Yard Inlet 0.64 5.40 0.21 0.45 6.50 0.614 135 WEIR FLOW YD6 15" N bplast Yard Inlet - 50% clogged 0.32 2.70 0.21 0.45 4.00 0.378 1.56 WEIR FLO W YD6 15"N bplast Yard Inlet - 50% clogged 0.32 2.70 0.21 0.45 6.50 0.614 2. 5 WEIR FLOW YD7B 12" Nybplast Yard Inlet 0.42 4.49 0.19 0.35 4.00 0.266 0. 8 WEIR FLOW YD7B 12"NybplastYard Inlet 0.42 4.49 0.19 0.35 6.50 0.432 1. 1 WEIR FLOW YD7B 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.19 0.35 4.00 0.266 1. 9 WEIR FLOW YD7B 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.19 0.35 6.50 0.432 1. 2 WEIR FLOW YD7C 12"NybplastYard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.3 WEIR FLOW YD7C 12"NybplastYard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.4 WEIR FLOW YD7C 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.09 0.35 4.00 0.126 0. 5 WEIR FLO W YD7C 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.09 0.35 6.50 0.205 1. 7 WEIR FLO W YD7D 12"NybplastYard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0. 1 WEIR FLOW YD7D 12"NybplastYard Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0.6 WEIR FLOW YD7D 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 4.00 0.084 0.05 WEIR FLOW YD7D 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 6.50 0.137 0. 9 WEIR FLOW YD7E 12"NybplastYard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0. 1 WEIR FLOW YD7E 12" Nybplast Yard Inlet 0.42 4.49 0.06 0.35 6.50 0.137 0. 6 WEIR FLOW YD7E 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 4.00 0.084 0. 5 WEIR FLOW YD7E 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 6.50 0.137 0.09 WEIR FLOW YD8 12" Nybplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0. 3 WEIR FLOW YD8 12"NybplastYard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0. 4 WEIR FLOW YD8 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.09 0.35 4.00 0.126 0. 5 WEIR FLOW YD8 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.09 0.35 6.50 0.205 1. 7 WEIR FLOW YD8B 12" Nybplast Yard Inlet 0.42 4.49 0.24 0.40 4.00 0.384 1,2 WEIR FLOW YD8B 12" Nybplast Yard Inlet 0.42 4.49 0.24 0.40 6.50 0.624 1. 5 WEIR FLOW YD8B 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.24 0.40 I 4.00 0.384 1. 8 WEIR FLOW YD8B 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.24 0.40 6.50 0.624 3. 7 WEIR FLO W YD8C 15"Nybplast Yard Inlet 0.64 5.40 0.08 0.30 4.00 0.096 0. 9 WEIR FLOW YD8C 15" Nybplast Yard Inlet 0.64 5.40 0.08 0.30 6.50 0.156 0. 4 WEIR FLOW YD8C 15"N bplast Yard Inlet - 50% clo ed 0.32 2.70 0.08 0.30 4.00 0.096 0. 2 WEIR FLOW YD8C 15"N bplast Yard Inlet - 50% clo ed 0.32 2.70 0.08 0.30 6.50 0.156 0. 6 WEIR FLOW YD9 12" Nybplast Yard Inlet 0.42 4.49 0.04 0.30 4.00 0.048 0. 8 WEIR FLOW YD9 12" Nybplast Yard Inlet 0.42 4.49 0.04 0.30 6.50 0.078 0. 9 WEIR FLOW YD9 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 0.04 0.30 4.00 0.048 0. 4 WEIR FLO W YD9 12" N 0 b last Yard Inlet - 50 /o clogged p 0.21 2.25 0.04 0.30 6.50 0.078 0. 1 WEIR FLOW YD10 12"NybplastYard Inlet 0.42 4.49 0.19 0.40 4.00 0.304 0. 6 WEIR FLOW YD10 12" Nybpl STRUCTURE DRAINAGE INLET' TYPE AREA PER STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT PERIMETER (FT) (FT) A (ACRES) C I (IN/I-IR) Q (CFS) 112 DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIR FLOW 112 DI-7 5.98 12.83 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW 112 DI-7 - 50%clogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 DI-7 - 50%clogged 2.99 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN Intensity 4.00 Mannings Coefficient, n is (CURB SPREAD AND INLET CAPTURE) (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 0.013 Inlet Hydrology Curb and Gutter Inlet a� 9 0 N � F c O a � t c � l70 o � � _ N W w � w `. � w o � a� c°� � 0 3 A C C � N p � m 3 0 1] m c° c .. ¢ ti cQ7 d d d b 101. C �° O- � � 0 S o N a � � t m � � a o 3 � o �6 u m s O N N N l° � � c � � � C � � � x a w � m rn y y ai rn >i can can � w° U � iv "� W x � � 3 fA v � � � x y � �� ° of in rn � N N � d 9 o u °°i c 3 c d £ °� a; o ° m � � C � j E .� N 3 � ° E a• o � � c � u � � ui C7 �G u � 26 3B 6.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1466 0.1593 4. 5 1.26 1.00 0.39 0.00 4 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.1650 2.59 3.5192 0.1466 0.0200 15.71 0.38 1.00 0.18 0.00 66 3B 14.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 6.72 3.5192 0.1466 0.0200 29.33 0.48 1.00 1.48 0.00 8 36 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0700 0.0200 2.0 0.0833 4.1650 3.41 3.5192 0.1466 0.0200 25.34 0.39 1.00 0.44 0.00 86 36 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0.0833 4.1650 3.75 3.5192 0.1466 0.0200 28.20 0.43 1.00 0.57 0.00 10 36 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 3.5192 0.1466 0.0200 26.35 0.38 1.00 0.33 0.00 106 3B 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0833 4.1650 4.02 3.5192 0.1466 0.0200 40.16 0.40 1.00 0.90 0.00 12 3B 8.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 3.5192 0.1466 0.0200 20.43 0.39 1.00 0.18 0.00 14 3B 10.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0300 0.0200 2.0 0.0833 4.1650 4.64 3.5192 0.1466 0.0200 23.26 0.43 1.00 0.66 0.00 168 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0300 0.0200 2.0 0.0833 4.1650 3.92 3.5192 0.1466 0.0200 19.24 0.42 1.00 0.42 0.00 18 3B 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32.40 0.37 1.00 0.54 0.00 20 3B 10.0 0.09 0.75 0.068 0.27 0.00 0.27 0.1200 0.0200 2.0 0.0833 4.1650 2.56 3.5192 0.1466 0.0200 24.22 0.41 1.00 0.27 0.00 22 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.0200 2.0 0.0833 4.1650 2.33 3.5192 0.1466 0.0200 21.79 0.37 1.00 0.21 0.00 24 36 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3.45 3.5192 0.1466 0.0200 9. 5 0.40 1.00 0.18 0.00 26 36 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0109 0.0200 2.0 0.0833 4.1650 4.47 3.5192 0.1466 0.0200 13.31 0.45 1.00 0.36 0.00 30 36 12.0 0.16 0.65 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.01 3.5192 0.1466 0.0200 29.04 0.41 1.00 0.42 0.00 306 3B 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32.40 0.37 1.00 0.54 0.00 32 3B 10.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1650 3.08 3.5192 0.1466 0.0200 24.49 0.41 1.00 0.36 0.00 328 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.41 3.5192 0.1466 0.0200 27.51 0.36 1.00 0.48 0.00 36 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0411 0.0200 2.0 0.0833 4.1650 3.26 3.5192 0.1466 0.0200 18.35 0.44 1.00 0.30 0.00 38 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.36 3.5192 0.1466 0.0200 15.68 0.38 1.00 0.27 0.00 40 3B 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0222 0.0200 2.0 0.0833 4.1650 3.79 3.5192 0.1466 0.0200 15.88 0.38 1.00 0.33 0.00 42 3B 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0184 0.0200 2.0 0.0833 4.1650 4.40 3.5192 0.1466 0.0200 17.07 0.47 1.00 0.45 0.00 46 36 4.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3.45 3.5192 0.1466 0.0200 9. 5 0.40 1.00 0.18 0.00 48 36 6.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.61 3.5192 0.1466 0.0200 13.76 0.44 1.00 0.39 0.00 50 36 8.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 3.5192 0.1466 0.0200 21.38 0.37 1.00 0.54 0.00 52 3B 12.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.35 3.5192 0.1466 0.0200 28.12 0.43 1.00 0.72 0.00 54 36 16.0 0.52 0.65 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 3.5192 0.1466 0.0200 36.64 0.44 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 3.5192 0.1466 0.0200 19.93 0.40 1.00 0.33 0.00 60 3B 10.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2.0 0.0833 4.1650 2.66 3.5192 0.1466 0.0200 25.31 0.40 1.00 0.30 0.00 62 3B 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.020q 2.0 0.0833 4.1650 2.94 3.5192 0.1466 0.0200 28.26 0.35 1.00 0.39 0.00 66 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 3.5192 0.1466 0.0200 26.35 0.38 1.00 0.33 0.00 68 3B 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 3.5192 0.1466 0.0200 9.17 0.44 1.00 0.07 0.00 80 36 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 3.99 3.5192 0.1466 0.0200 15.96 0.38 1.00 0.36 0.00 82 36 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 4.01 3.5192 0.1466 0.0200 16.04 0.37 1.00 0.36 0.00 84 3B 8.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0596 0.0200 2.0 0.0833 4.1650 3.27 3.5192 0.1466 0.0200 22.26 0.36 1.00 0.36 0.00 90 36 12.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.39 3.5192 0.1466 0.0200 30.11 0.40 1.00 0.52 0.00 92 36 10.0 0.11 0.65 0.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 2.71 3.5192 0.1466 0.0200 23.43 0.43 1.00 0.29 0.00 94 3B 8.0 0.12 0.65 0.078 0.31 0.00 0.31 0.0643 0.0200 2.0 0.0833 4.1650 3.04 3.5192 0.1466 0.0200 21.34 0.37 1.00 0.31 0.00 96 3B 12.0 0.45 0.50 0.225 0.90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1650 4.82 3.5192 0.1466 0.0200 30.12 0.40 1.00 0.90 0.00 98 3B 12.0 0.38 0.60 0.228 0.91 0.00 0.91 0.0392 0.0200 2.0 0.0833 4.1650 4.99 3.5192 0.1466 0.0200 28.87 0.42 1.00 0.91 0.00 104 3B 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0189 0.0200 2.0 0.0833 4.1650 4.67 3.5192 0.1466 0.0200 18.49 0.43 1.00 0.53 0.00 114 3B 15.0 1.03 0.50 0.515 2.06 0.00 2.06 0.0215 0.0200 2.0 0.0833 4.1650 7.58 3.5192 0.1466 0.0200 33.94 0.47 1.00 2.06 0.00 INLETS ON GRADE, DE Intensity 6.50 Mannings Coefficient, n is IGN (CURB SPREAD AND INLET CAPTURE) (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 0.013 Inlet Hydrology Curb and Gutter Inlet � F c O a � � C o s � � O `� ,� � N OU � O � c c m m ° 3 � o ❑` � c° ¢ U v cJ d d � � v rn N � p_ c O � � 4 a � ° � �° � 4Nl o� � O '6 U N � � `m x x � � � x o. o m rn � a vi in � �n � w° c a U � iv � S � i3 x N u u ns in c°n' C m d � U 41 C Y N � O O � Y ' � � � � c � � E � � ui cJ d cf0i � 26 3B 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1650 4.94 0.89 3.5192 0.1466 0.1505 8. 3 0.99 1.00 0.63 0.00 4 3B 6.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0500 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.1652 5. 3 1.11 1.00 0.29 0.00 6B 3B 14.0 0.74 0.50 0.370 2.41 0.00 2.41 0.0210 0.0200 2.0 0.0833 4.1650 8.06 0.68 3.5192 0.1466 0.1197 12 29 1.14 1.00 2.41 0.00 8 3B 10.0 0.17 0.65 0.111 0.72 0.00 0.72 0.0700 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9. 0 1.11 1.00 0.72 0.00 8B 3B 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0700 0.0201� 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.1466 0.1549 1012 1.19 1.00 0.93 0.00 10 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.020d 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 9. 5 1.09 1.00 0.54 0.00 10B 3B 16.0 0.30 0.75 0.225 1.46 0.00 1.46 0.1200 0.020 2.0 0.0833 4.1650 4.83 0.89 3.5192 0.1466 0.1505 1487 1.09 1.00 1.46 0.00 12 3B 8.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1200 0.020Q 2.0 0.0833 4.1650 2.64 0.99 3.5192 0.1466 0.1652 7. 6 1.13 1.00 0.29 14 3B 10.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0300 0.02002.0 0.0833 4.1650 5.57 0.85 3.5192 0.1466 0.1446 8.0 1.15 1.00 1.07 16B 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.1466 0.1520 8. 8 1.15 1.00 0.68 18 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.12000.0202.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 1144 1.05 1.00 0.88 q00 20 3B 10.0 0.09 0.75 0.068 0.44 0.000.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 8. 7 1.20 1.00 0.44 22 3B 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1200 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0.1652 7. 3 1.06 1.00 0.34 24 3B4.00.05 0.900.045 0.29 0.00 0.29 0.01090.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3. 5 1.131.000.29 26 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 0.020d 2.0 0.0833 4.1650 5.37 0.86 3.5192 0.1466 0.1461 4. 5 1.21 1.00 0.59 0.00 30 3B 12.0 0.16 0.65 0.104 0.68 0.00 0.68 0.1200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 1014 1.18 1.00 0.68 0.00 306 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 3.98 0.95 3.5192 0.1466 0.1593 1144 1.05 1.00 0.88 0.00 32 3B 10.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0820 0.0200 2.0 0.0833 4.1650 3.69 0.96 3.5192 0.1466 0.1608 8. 0 1.16 1.00 0.59 0.00 32B 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0820 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9. 7 1.02 1.00 0.78 0.00 36 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0411 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 8. 8 1.23 1.00 0.49 0.00 38 3B 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0282 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 5. 4 1.08 1.00 0.44 0.00 40 3B 6.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0222 0.0200 2.0 0.0833 4.1650 4.55 0.95 3.5192 0.1466 0.1593 S. 1 1.07 1.00 0.54 0.00 42 3B 8.0 0.14 0.80 0.112 0.73 0.00 0.73 0.0184 0.0200 2.0 0.0833 4.1650 5.28 0.87 3.5192 0.1466 0.1476 6. 1 1.27 1.00 0.73 0.00 46 3B 4.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3. 5 1.13 1.00 0.29 0.00 48 3B 6.0 0.15 0.65 0.098 0.63 0.00 0.63 0.0109 0.0200 2.0 0.0833 4.1650 5.53 0.85 3.5192 0.1466 0.1446 5. 5 1.17 1.00 0.63 0.00 50 3B 8.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1650 5.17 0.88 3.5192 0.1466 0.1490 7. 5 1.02 1.00 0.88 0.00 52 3B 12.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.1466 0.1476 10 39 1.15 1.00 1.17 0.00 54 3B 16.0 0.52 0.65 0.338 2.20 0.00 2.20 0.0500 0.0200 2.0 0.0833 4.1650 6.62 0.77 3.5192 0.1466 0.1329 14 42 1.11 1.00 2.20 0.00 58 3B 8.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0473 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.1466 0.1593 7. 4 1.14 1.00 0.54 0.00 60 3B 10.0 0.10 0.75 0.075 0.49 0.00 0.49 0.1200 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 8. 5 1.14 1.00 0.49 0.00 62 3B 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.1200 0.020 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 9. 7 1.01 1.00 0.63 0.00 66 3B 10.0 0.11 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 9. 5 1.09 1.00 0.54 0.00 68 3B 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0.1652 3. 7 1.26 1.00 0.12 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 0.90 3.5192 0.1466 0.1520 5. 0 1.03 1.00 0.59 0.00 82 36 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.81 0.90 3.5192 0.1466 0.1520 5. 3 1.03 1.00 0.59 0.00 84 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 0.97 3.5192 0.1466 0.1622 7. 7 1.03 1.00 0.59 0.00 90 3B 12.0 0.20 0.65 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.1650 4.07 0.95 3.5192 0.1466 0.1593 10 63 1.13 1.00 0.85 0.00 92 3B 10.0 0.11 0.65 0.072 0.46 0.00 0.46 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.1466 0.1637 8. 4 1.23 1.00 0.46 0.00 94 3B 8.0 0.12 0.65 0.078 0.51 0.00 0.51 0.0643 0.0200 2.0 0.0833 4.1650 3.65 0.97 3.5192 0.1466 0.1622 7. 5 1.07 1.00 0.51 0.00 96 3B 12.0 0.45 0.50 0.225 1.46 0.00 1.46 0.0460 0.0200 2.0 0.0833 4.1650 5.78 0.84 3.5192 0.1466 0.1432 1134 1.06 1.00 1.46 0.00 98 3B 12.0 0.38 0.60 0.228 1.48 0.00 1.48 0.0392 0.0200 2.0 0.0833 4.1650 5.98 0.78 3.5192 0.1466 0.1344 1129 1.06 1.00 1.48 0.00 104 3B 8.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0189 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 5. 2 1.16 1.00 0.86 0.00 114 3B 16.0 1.03 0.50 0.515 3.35 0.00 3.35 0.0215 0.0200 2.0 0.0833 4.1650 9.09 0.62 3.5192 0.1466 0.1109 14 89 1.07 1.00 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and d pth) M nnings Coefficient, n is 0.013 Inlet Hydrology Cu and Gutter Inlet _ � � in N a N � N m .� 10 ii � � `t' = x x � m � =a o x a a t � N "' N U1 N � p U O N � C m N D � v N rn � � � c �° � � 3 o D U a rn m J 30 N O L � 'a V O ❑ j Ol � � � � N O L � N r` W N � a ❑ > � Q � _ C7 d d of % m 3 � � r -d �o r � left 0.17 0.75 0.128 0.83 0.00 0.83 0.0010 0.0 00 2.0 0.0200 1.0000 9.57 right 0.16 0.75 0.120 0.78 0.00 0.78 0.0010 0.0 00 2.0 0.0200 1.0000 9.36 2 3C 10.0 combined flow 1.6 0.14 0.302 6.91 left 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0 00 2.0 0.0200 1.0000 6.05 right 0.05 0.75 0.038 0.24 0.00 0.24 0.0010 0.0 00 2.0 0.0200 1.0000 6.05 6 3C 6.0 combined flow 0.5 0.08 0.172 3.94 left 0.04 0.65 0.026 0.17 0.00 0.17 0.0010 0.0 00 2.0 0.0833 4.1650 5.27 right 0.03 0.65 0.020 0.13 0.00 0.13 0.0010 0.0 00 2.0 0.0833 4.1650 4.73 16 3C 6.0 combined flow 0.3 0.06 0.123 2.82 left 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0 00 2.0 0.0200 1.0000 6.14 right 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0 00 2.0 0.0200 1.0000 6.14 28 3C 6.0 combined flow 0.5 0.08 0.176 4.04 left 0.06 0.65 0.039 0.25 0.00 0.25 0.0010 0.0 00 2.0 0.0200 1.0000 6.14 right 0.07 0.65 0.046 0.30 0.00 0.30 0.0010 0.0 00 2.0 0.0200 1.0000 6.50 56 3C 6.0 combined flow 0.5 0.09 0.186 4.28 left 0.09 0.65 0.059 0.38 0.00 0.38 0.0010 0.0 00 2.0 0.0200 1.0000 7.15 right 0.09 0.65 0.059 0.38 0.00 0.38 0.0010 0.0 00 2.0 0.0200 1.0000 7.15 56B 3C 8.0 combined flow 0.8 0.09 0.204 4.67 left 0.09 0.75 0.068 0.44 0.00 0.44 0.0010 0.0 00 2.0 0.0200 1.0000 7.54 right 0.12 0.75 0.090 0.59 0.00 0.59 0.0010 0.0 00 2.0 0.0200 1.0000 8.40 70 3C 8.0 combined flow 1.0 0.11 0.248 5.69 left 0.04 0.75 0.030 0.20 0.00 0.20 0.0010 0.0 00 2.0 0.0200 1.0000 5.56 right 0.06 0.75 0.045 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0200 1.0000 6.48 76 3C 6.0 combined flow 0.5 0.08 0.172 3.94 left 0.18 0.65 0.117 0.76 0.00 0.76 0.0010 0.0 00 2.0 0.0200 1.0000 9.27 right 0.18 0.65 0.117 0.76 0.00 0.76 0.0010 0.0200 2.0 0.0200 1.0000 9.27 102 3C 10.0 combined flow 1.5 0.13 0.291 6.66 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) M nnings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a N N � N o. m O. c m � � o m � w � x d � N '.k � � N L N V � O � 3 � a N ii 3 � 0 m o O _ � � cci � � 0 3 u a m m � � ❑ I-- C c C `. � � o N N i y � � rn V � � J o_ E s o � � � m � s a > �cai C1 � (7 vi . in 3 r -d -o � � left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 7.80 2 3C 10.0 combined flow 1.0 0.10 0.218 5.00 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 6 3C 8.0 combined flow 0.3 0.06 0.124 2.85 left 0.04 0.65 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.39 right 0.03 0.65 0.020 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C 6.0 combined flow 0.2 0.04 0.089 2.04 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 28 3C 6.0 combined flow 0.3 0.06 0.128 2.92 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.42 56 3C 8.0 combined flow 0.3 0.06 0.135 3.08 left 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0�00 2.0 0.0200 1.0000 5.96 right 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 56B 3C 8.0 combined flow 0.5 0.07 0.147 3.38 left 0.09 0.75 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0200 1.0000 6.29 right 0.12 0.75 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.00 70 3C 8.0 combined flow 0.6 0.08 0.180 4.12 left 0.04 0.75 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.64 right 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 combined flow 0.3 0.06 0.124 2.85 left 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 102 3C 10.0 combined flow 0.9 0.10 0.210 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 2113, 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. N \ + 625 \ Q 39 PROPOSED 8" 22.51 BEND �� w w / 1.2' H 620 35 32A z � p TIE-IN TO EXISTING 12" DI WATERLINE w WITH PROPOSED 12"x8" T.S.&V. Ln 61 PROPOSED 8" CL. 52 D.I. WATERLINE 5 4.6'z 3.5' O MIN. v w Ln o' Lu u 41 Z 610 I _ PROPOSED SANITARY SEWER / _ PROPOSED VDOT STD. CD-1 SERVICE LATERAL CROSSINGS \ / / s 3 5' \ FILL (TYP.) / 605 v v / \ \ � 30A � PROPOSED 8"x6" TEE 3.6' \ 6o0 (1) - 8" G.V., (i) - 6" G.V. v \ MATCHLINE - SEE THIS SHEET PROPOSED SANITARY SEWER CROSSING \ 595 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE 590 PROPOSED VDOT STD. CD-1 585 58o 575 570 565 56o 555 550 545 VERTICAL GRAPHIC SC LE 5 0 2.5 I 5 10 20 540 ( IN EE T ) 1 inch = ft. 535 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 530 1 inch = 50 ft. 525 LD00 It 00 �. 00 0. It n 0 M 0 .t 0 �t 0 m 0 lD l0 k.0 ko l0 kD l0 � kD lN0 l0 l.0 t-D l.D lOD l00 V) M 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 Q Q J O O J z O U w U) w H z PROPOSED 8"x8" TEEJ (3) - 8" G.V. PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE PROPOSED 8" CL. 52 D.I. WATERLIN 635 TIE-IN TO EXISTING AVON ST. EXT. STA. io+oo, ELEV=631.58� 630 PROPOSED VDOT STD. CD-i OPOSED GRADE FILL (TYP.) \1. PVI STA:11+24.33 PVI ELEV: 629.09 K:12.50 LVC: 125.00 0 o m o o LLo rl l0 o M LD 00 r1 N + o I'D + kD w w m m PROPOSED FIRE HYDRANT w w ASSEMBLY WITH 8"x6" TEE 00 \ N O \ + 625 \ Q 620 615 610 605 595 39LPROPOSED 8" 22.5° BEND w Lu 1.2' Ln 35 32A `n z Q � p TIE-IN TO EXISTING 12" DI WATERLINE \Lu WITH PROPOSED 12"x8" T.S.&V. Un I � I PROPOSED 8" CL. 52 D.I. WATERLINE ~ 4.6' z 3.5' O MIN. V w In Lu 41 H I a z PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS \ / 3.5' \� FILL (TYP.) / � 11, MATCHLINE - SEE THIS SHEET lD L0) Ln t 00 00 M M N Ol Ol l0 1O l0 W 9+50 10+00 10+50 11+00 PVI STA:17+99.33 PVI ELEV: 548.og K: 30.00 LVC: 15o.00 PROPOSED VDOT STD. CD-1 1.2 PROPOSED FIRE HYDRANT ASSEMBLY WITH 8"x6" TEE ;ED 8"x6" TEEJ 3.6' �•, (1) - 6" G.V. PROPOSED SANITARY SEWER CROSSING O:J 0 M 0 0 W Ln 0 06 . N O N Orl O O lD lD W lD l0 l0 lD OPC �lti OFF JSCOTT R. LLINS'Z Lic. No. 035791,E �05/05/20 �4 �Als�SI ONAL ��Aj �W F z z w w Zz o a � � r O O F O a Hu m u) U (j) U w v=i J 0� C� L Lu Lur O o_ o_ � z w w i w ww� �W/ li O O N w N Ln 00 O .\-I ,\-� Lnn J Lu 11+50 12+00 12+50 13+00 13- Z CY) 570 ® N M z Q 565 N w J 0 PVI STA:1g+89.33 N Q Q PVI ELEV: 534.79 > O w K: 26.560 LVC:132.2.5o LLI LL J _ LL 00 ry) o °Lr) J J O M Ql Li) N M + + u1 + M LO ® /1/ rq LA U m u w 555 W H w m Lu PVI STA: 20+91.50 L9 u- z PVI ELEV: 532.76 O K: 2.50 J J EXISTING GRADE LVC: 1o.00 w OW PT. STA: 20+g1.5o 550 = (I'► w + LOW PT ELEV: 532.81 °' H - o tD o �o U Q , W z w Ln > � > 545 LLl \ 06 O J \ \ U m U Lu Lu ZU) � \ m W U ul Q ,3 \ TIE-IN TO EXISTING J >° z m \ SCOTTSVILLE RD (RT 20) H� O STA. 21+31, ELEz 533.55 540 p LLU u PROPOSED 8" IN -LINE G.V. \\ Lu H J + V \ >�N z oa N In 1.-a 535 j vvi-L.0 Lu ^ 3 7 07YT Oq� LL ' ^ PROPOSED 8"x8" TEE v 1 55 (3) - 8" G.V. !n V U cA�A PROPOSED VDOT STD. CD-1J PROPOSED SANITARY SEWER CROSSING ei rl rl rl rl rl N rl Ln l!'1 CO lD Ol Ql O 0. O N O M O 0 lD O O ci N m . lD c-I O 0. l0 L!1 ci N Ln I� O 0) �t 00 00 N rl M O 00 � 06 M 00 rl 00 ^ � M L I� l0 l0 L!1 kD It It �t �t �t �t M L!1 Ln vi ^ Lf'1 ^ Lfl L!l L!'} l!'1 U-) L!1 Lfl M Ln M L!1 M ul vi Ln Ln wl Ln Lrl L!1 L!1 Ln l!l L/l L(1 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 DAUPHIN DRIVE PROFILE PUBLIC ROAD - DESIGN SPEED = 25 MPH 530 0 PROPOSED VDOT STD. CD-1 0 N PROPOSED VDOT STD. CD-2 0 525 w r, w Ln M N c w _ Ln LMl1 a_ JOB NO. 0 182157 21+00 21+50 SCALE ill =50. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 50 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 590 PVI STA: 11+54.00 585 PVI ELEV: 556.84 K: 26.o1 LVC: 208.00 0 It O l^ O N °, Ln Ln W + Ln + Ln 58o > in w / mLu/ / / / 575 PVI STA: 10+15.00 / PVI ELEV: 554•o6 K: 2.50 LVC: 1o.00 / LOW PT. STA: 10+15.0 / 570 LOW PT ELEV: 554.11 00 � 00 � o � rq o � / °w °w / m > w / / EXISTING GRADE 565 m 0 w 0 / 0 / 56oZw pz / u J / 3.5' Lu Z / MIN. 91 Lu / w � Z m 555 C�0 0/° - PVI STA: 14+23.98 PVI ELEV: 583.83 K: 12.03 LVC: 167.00 It � HIGH PT. STA:14+6o.79 00 ^ HIGH PT ELEV: 581.49 + r Ln w 0i m PROPOSED A.R.V. m PROPOSED GRADE / VDOT PROPOSED STD. CD-1 KUFUSEU 6" C.L. 52 U.I. WA I EKLINE 2' 1.1' PROPOSED FIRE HYDRANT \� PROPOSED ASSEMBLY WITH 8"x6" TEE PVI STA: i5+75.24 PVI ELEV: 577.96 K: 26.59 LVC: 5o.00 N Ql N �t + +O r, u w "D w m > w m Lu590 00 °n PVI STA: 16+35.24 0 000 PVI ELEV: 576.76 PV STA: 17+18.87 Lr K: 2.50 P 1 ELEV: 575.69 w u LVC:1o.00 K:15.00 0i u w OW PT. STA: 16+35.24 LVC: 60.00 w LOW PT ELEV: 576.81 LOW PT. STA-.- 585 LO\NPT ELEV: 575.99 N 00 N 00 OR Nl r N \ PROPOSED n + n 00 � w W � VDOT STD. CD-1 `i H + Ln + > Ln > � H Ln 58o 3.8 Li; 8% CO w 0i Lu > > > m w > m > > w ap w 2.009/0 -2 3.5' FILL (TYP.) MIN. ---------- \-PROPOSED 575 PROPOSED VDOT STD. CD-1 VDOT STD. CD-2 _ FILL 65 PROPOSED SANITARY _PROPOSED FIRE HYDRANT 1.2' (TYP.) 6g SEWER CROSSING ASSEMBLY WITH 8"x6" TEE T_ �5 � i Zi Z 570 OPOSED 8" IN -LINE G.V. \ z w NOTE: SECTION OF O PROPOSED 8"x8"TEE LOYOLA WA HALL BE A = u Q u (3) - 8' G.V. F- PRIVATE ROAD FROM STA. U-)I—� >' w 16+5o TO STA.17+,3 WITH mQ i w > Q z 565 oO °,DESIGN SPEED OF 15MPH. a w z + Ln = ma w zoo \ 56o PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS -2.00% VDOT STD. CD-2 83 550 i �' 2.6' PROPOSED } ° 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 M M L!) lD 0 n 't N m 00 ri L p 00 �t O � �t 't M 't �t 0 �t 0 � 0) 0 Ln 't � 00 � I Ql l0 M Ln 0 Ln H 00 ci M l0n 't N � ^ a6 m ry N lfl 0 m 4 N 00 L o 0 00 Ol 't n r4 r, O 00 � a6 n I� m n 03 IW L6 i l° l6 Ln Ln Ln 1 Ln V1 Ln Ln Ln �1 Ln Lin Ln Ln lfl Ln 'n ^ Ln Ln ^ Ln Ln ^ Ln In 00 Ln Ln W Ln Ln ^ Ln Ln ^ Ln ^ Ln U') ^ Ln Ln Ln 10+00 10+5o 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o 16+oo 16+5o 17+00 17+50 LOYOLA WAY PROFILE PVI STA:1o+ 0.00 9 PVI ELEV PUBLIC ROAD - DESIGN SPEED = 25 MPH PVI STA: 1o+15.00 G F'VI ELEV: bo .ti ""' K: 3.31 PVI STA:12+30.00 LVC: 1o.00 PVI ELEV: 61o.03 LOW PT. STA: 1o+16.62 K: 10.21 LOW PT ELEV: 607.87 LVC:1o.00 EXISTING GRADE 615 0 � 0 000 0 � 615 O^ O n _ N O M H 0 `ij 0 `ij PROPOSED ri w H Lij u rl v H v VDOT STD. CD-1 Lii u 0i > lli > 0i > / u m u w > m > w / / PROPOSED GRADE \ m w 610 m w .p00 610 / 1.02% _ 2 ° ° FILL (TYP.)�� PROPOSED 3.5' MIN. 605 � VDOT STD. CD-2 � 605 z> �'4 O_j 1.6' F-Q 47 uQ °, 0 w z o 40 w w + � Q Ni w a o PROPOSED 6" go' BEND TO ui >_ Q 600 Q d 5 FIRE HYDRANT ASSEMBLY z_ - U1 600 ° zoU ° ° I ° ° PROPOSED 8"x6" TEE ° I (1) - 8" G.V., (1) - 6" G.V. PROPOSED 6" CL. 52 D.I. WATERLINE PROPOSED SANITARY SEWER 595 SERVICE LATERAL CROSSINGS 595 Ln r-1 O H Ql n -It N M 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SHERIDAN STREET PROFILE PRIVATE ROAD - DESIGN SPEED = 25 MPH 56o PROPOSED VDOT STD. CD-1 555 o•r PROPOSED 8" G.V. x, 550 1.0' PROPOSED TYPE A BLOW -OFF 4.0' 75 545 PROPOSED 6" CL. 52 D.I. WATERLINI 540 535 530 • 555.37 K: 12.02 LVC: 88.00 0 aVIGH PT. STA:10+52.010 M THIGH PT ELEV: 555•i6 m Ln 0 H 6j + ri Ln Lj t%1 u +O m ,i V W m �Q > w �� z O Q PVI STA:12+00.00 v < PVI ELEV: 547.86 Lu J K: 216.10 w O LVC: 47.50 LU } PROPOSED ---- --_Z 8"x8" TEE N m Ln ao (3) - 8" G.V. 1° "t r, '/ + + FILL (TYP.) Ln Ln � Li ri jjj \ gm //>w w -6.820/ PROPOSED ° VDOT STD. CD -1 ° PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 18+oo 56o PVI STA: 13+55.00rn PVI ELEV: 540.11 K: 26.67 Q LVC: 80.00 0 0 � �n �: 555 r-i m OZ E PVI S I A: 15+31.bo ai w m I F= 0 PVI ELEV: 537.46 Lii u u Luz K: 25.02 m � j � TL a LVC: 1oo.00 m EXISTING GRADE Lu\\ z Q 10 D LOW PT. STA:15+31.6, 550 W oo OW PT ELEV: 537.g6 W ono + o PVI S�A: �4 3 5 + Ln + Ln -PROPOSED GRADE PVI ELEV: 538. o -, Li-i Ln Lii K: 2.50 > > LVC: io.00 U m > w = OW PT. STA:14+ o.65 w LOW PT ELEV: 53 .65 \ 3: 545 Ln `0 r- 1-0 r- \ PROPOSED zLn � Lu O -0-0 Ln 00 Ln + +'n VDOT STD. CD-1 w 3 5' MIN. t Lij Lii H PROPOSED w °1 � Q H m > w VDOT STD. CD-2\ z IL Ln 54 O m w _ 2.00% 2.00YO 00, _ [2.00% FILL (TYP.) PROPOSED VDOT STD. CD-2� �� 535 555 550 545 I PROPOSED 8" CL. 52 D.I. WATERLINE ° ° ° 2.6' 5 PROPOSED 8"x8" TEE (3) - 8" G.V. �'3 56A � 3.5' MIN. 530 0o M ko Ln ci 0 N rn N M °� Ol 1O M M �o 00 I Ln �i N Ln rn 0) Ln ko ci ,i M O PROPOSED TYPE A ry Ln 0 Ln Ln 0 Ln � �i Ln 'i �i Ln ^ Ln Ln z Ln ry Ln Ln o N LrI of 00 It o6 't o6 M o6 BLOW -OFF ASSEMBLY lfl Ln Ln L,.1 Ln Ln Ln Ln Ln Ln Ln It Ln Ln � Ln It Ln Ln Ln L!1 M Ln M Ln M Ln M L,.1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo BERWYN LANE PROFILE PRIVATE ROAD - DESIGN SPEED = 20 MPH kR..LLINS'Z � SCOT Lic. No. 035791,E 05/05/20 �4 ��As'SIONAL YEA F F-c z � LU Lu z , Z O a m: z C r O O F O HU m U) u U u w v=i J C� C� L Lu w r O a a � z o 0 '-' w w i > cn cn C w ww� �W/ li O O N W N N oI Ln m O kD C),)Z �MM ♦ ) ® /`/��'��J VJ N a "Im CM z Q N J w N 0 w Q Q V) > O Lu LLI J J LL J J O ® > Q L9w z � L~L L U O z J J Z� wn � = V Lu W U Q Q ° J � J LL 1ul I --I � > 06 0 U) J Q O LU = �/ zLu - � z JLu JQ 0 0 0 N I- w r, w W d (n JOB NO. 182157 SCALE 1„ = 50, SHEET NO. 16 r + ° SCOTT R. LLINS'Z Q PVI STA. 10+ 74.50 PVI ELEV: 6og.26 C-) Lie. No. 035791,E K:5.27 05/05/20Lz � w LVC: 50.00 °��s O 0 ao 0 `.0 SIONAL E� 15 (iz -to 615LLI 1/v7777/ PROPOS Ln Ln z z w w 0 u z z 0 0 w w > > ZZ J � � O Q g z o3 aS Ln V rnO a ou u z q/. N/, + m m � > �■■� w n Q Q o 0 J c J J z Q w w � � a a O � Q Q w � z w w w w �" �" cn cn m om > �� J J W Of w w Q Q °� w w a a w w Ln O M O O N CD W . I \ N N � 00 � O Ln Q C LJ M ® � rn N z ® Q J rn � N 0 Q > ,.0// LL NOTE: ALL ROADWAY EMBANKMENT MATERIAL J J SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Q () INCHES IN THICKNESS BEFORE COMPACTION OVER z W THE ENTIRE ROADBED AREA IN ACCORDANCE WITH a � J In VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 u- O NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN w 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 = V Q RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND LLI U Q BRIDGE SPECIFICATIONS, SECTION 302.03G. O LjJH� LL NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. J 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. J 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM H4 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & LU SANITARY SEWER MUST BE PROVIDED. Lu z Jw VERTICAL GRAPHIC SCALE (n 5 0 2.5 5 10 20 r� V ( IN FEET ) Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Lr) Ln U-) Lr) Lr) Ln U-) 0 N 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 50 ° 25 50 100 200 PRIVATE ALLEY PROFILE Lu W Lu r, w PRIVATE TRAVELWAY - DESIGN SPEED =15 MPH _ a � ( IN FEET ) JOB NO. 1 inch = 50 ft. 182157 SCALE 1„_5p, SHEET NO. 17 ED �o W ow � °w u V \ Z ul 2 � � U1 m � W \ — m w 610 610 VDOT STD. CD-1 605 PVI STA:13+85.00 605 PVI ELEV: 57 .78 K� 545 LVC: Zo.o o � o 600 � � 600 vi V m � vi m l.1 W 595 PVI STA:13+ 6.38 595 --PVIE �o 0o K:15.68 LVC: 57.5 0 M 00 N M � � � 59p I� °, ci °^ � L!1 M 590 m >w w 585 0 � 585 M ci Q 580 } � 580 J } J 575 � 575 0 FILL (TYP.) 57p PROPOSED GRADE 57p 565 565 560 EXISTING GRADE � 5G0 � PVI STA: PVI ELE 6+48.00 : 542.22 K:1 .13 LVC:11o.00 °o � 555 � � 555 w • V m z Q J 55p } 550 N w r^, m z 545 w 545 V Q l7 lwll Z w � Q 54p z a 54p 535 � 535 58A 530 530 M rl I� � W O N N O N N O � N O O N O � N I� I� 00 � � O � Ol 00 M Ql W ^ 01 O O l0 O O I� I� ci f>7 � O Ol l0 Q1 l0 lD 00 O O 00 � � I� 00 n l0 ci N lD l� c-I M V1 Ln Ql l0 Ql N M 00 M l0 M al O O O Ol CO 00 n n l0 ui �n � � M ACSA GENERAL WATER &SEWER CONDITIONS Ln M H QF� rI 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL = 2 620 BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. _ _ _ rl °,�° Q�C°Io 620 FILL (TYP.) / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND p 2 Q� 2 SOFL 2�c�6� SCOT�RLLINS�Z WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND r O LL O p $ F Lic. No. 035791� LINES AND STRUCTURES, AS NECESSARY. M LL ^ Ln 00 p 11 \\\ 926oL 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER ri O m Ln Ln -t � Ln w ,� ATCHLINE -SEE THE HEM 05/05/20 CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. rn o rm O 615 �!-�z0 ��L� � �^, '� �N 615 SS10NAL��� 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. = Q > > �,, + o �Ll1 a) ao Ln + ao Ln S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). U-) z z Q 1D z O a, z ° 0 z 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, ,� z_ z — _ = Q > > = Q > > OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. L~n z ? ~ Q_ z z 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 JL 11° 610 THE LINE. ��Q titi 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE PROPOSED 6" WATERLINE CROSSING JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 605 1 605 z z ROPOSED 8" WATERLINE � � CROSSING 47 25 \\ � O U � O U 7' 3.4' z z o 0 600 3 3' 600 Z z o _j zr Lu Z > 11' Q x O Z� O Cd 8" SDR-26 PVC O H > ¢ ¢ o 0 8" SDR-26 PVC 8" SDR-26 PVC LF 0.59% 93 LF o 6% 9 8.26 5 �/� V1 Lu < ¢ Lu oc Ce � 595 66.89 LF Qa 0.57% 79 595 H w w zLu w w w w v W wwQQ m m ce w CL w CL 590 590 � � 0 V) w W rq 585 0 0 585 LL O 0 lD O 00 � JL °lo 00 Ln ,0 lD Lr1 Ln n Z 1 t LLnn p 58o = Q 2 > > � 580 � L~n � z z �� w orlj N H O\i\i 00 rj Ln ,1 N Ln O 575 575 PROPOSED GRADE 570 570 z ti \ CY) 565 FILL (TYP.) 1 L 565 N co CN C)\\-- w Ii EXISTING GRADE CA 56o 56o N 0 Q VERT CAL GRAPHIC SCALE Q 5 0 2.5 5 10 20I W W 555 555 Z J J J LL ( IN FE T ) < O 1 inch ft. 550 \ HORIZONTAL GRAPHIC SCALE 550 L9 u- O 1 W 50 0 25 50 100 200 0 pN z W LL LL a) �� y,'' N N 1O ���� m r N � W �} ( IN FE T ) r 545 � � �; �ti I inch = 0 ft. 545 U _ � � z z = 2 Q > > > z z z W p o 540 0 r4 o � �- O O H Ln 635 � U) z MH-ig $ Ln u, \� MH-18 STA:13+11.64 J Q rl ++ z o Q �� _ < > > \ z z STA:12+15.04 RIM:627.92 RIM:63o.g2 INV OUT. 622. 2 TO MH-18 INV IN. 617.7o FROM MH-1g 9 W LLJ Z U) 535 5 INV OUT. 6 .7.5o TO MH-17 630 w V Fx\ U) NOTES: �� ' / 1. ALL FILL TO BE PLACED AT % COMPACTION. PROPOSED 8 WATERLINE CROSSING 2.5 95 � 7.2 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED MINIMUM OF OF VERTICAL SEPARATION OVER W/L. FROM STORM 625 Lj m 530 3. 1' \ SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 0. U) SANITARY SEWER MUST BE PROVIDED. Q n NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER 525 SIZE NO. OR AGGREGATE BASE MATERIAL SIZE RUN AGGREGATE OR FLOWABLE 620 C) C) 25 26, 21A 21B, N FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 6Q��-°�° FILL (TYP.) � �R- ��(0 26P CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT $, 49 Ca SPECIFICATIONS, SECTION 302.03G. ROAD AND BRIDGE �F \\\ \\\\ u92(00 03 yo9 520 MATCHLINE - SEE THISHE 6i5 w r, O w w 00 ci rn 't N ^ . ci 00 m .6 O M m 00 lD l H 00 L`' . ci Ln Ln lD a) O 00 lD O 00 N Ln _t 00 m 't (n JOB N O. 1 157 of N Ln M rn Ln Ln o 't Ln Lf1 It Ln Ln It Ln Ln Ln Ln � l0 Ln L!1 W Ln Ln o a) 00 Ln Ln Ln NO O Z lD N H l0 am �O O � lD O^ O L,O lD �o � H LD N N lD M ID SCALE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0o 9+00 10+00 11+00 12+00 13+00 111=501 SHEET NO. 1s MH—sg — MH—:Li PROFILE 6 z W W z z w U) z J J 0 U 0 v) C 0 U v) L Q O 3 0 0 U rn 0 U O C 0 C 0 0 U 7 O U O 0 E O C U C O 0 Q L Q T C O O C) 0 c- v) E, Q 0 0 U 0 L 0- C) E a c 0 0 z W w z c� z W z 0 u 21 Q 0 Q x L E u U 0 73 0 U 0 O T3 C 0 u) C3 Q u) 56o MH-21 STA:5+19.21 RIM:SS4.83 0+00 1+00 2+00 3+00 4+00 5+00 6+oo MH-22 - MH-12 PROFILE 56o S 46.25 TO MH-21 595 585 :• 575 570 565 56o 555 550 545 540 M N N N ON O WWCO ~ LL U- Ln co 00 N m U-) Ln Ln ri Ln Ln H NLn�Ln ZZ0 Ln W z z z o+00 5 50 (8, 5 z6 P2 5 1418•34�F C EXISTING GRAD / / N N / / o° w O U- / O Q1 ^� / M O Q1 Lr) am / N Z Q / =Q2E» Z z PROPOSED YARD/ROOF DRAIN CROSSING 6 0 po oo l0 N N o o w w LL U- Ln Ln 00 N ^ � Ln N M Ln Ln 't Ln '.0Ol I-- '-0 Ln N ci / Q (~1 !Z Z V~1 Z Z PROPOSED GRADEz Ln � 7\ / N N O PROPOSED YARD / U- $ DRAIN CROSSING O °o O r, � PROPOSED FOUNDATION/ 00 Ln Luf.), ROOF DRAIN CROSSING N N z O Lr) Z Z LF ti32.5� N O f0'r'1 N N 00 ri 00 Ln Ln Ln Ln Ln 1+00 2+00 3+00 4+00 MH-27 - MH-21 PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 1t. 20 200 ACSA GENERAL WATER & SEWER CONDITIONS 8" DIP 8" DIP 94.47 LF @ 0.58% 110.85 LF @a 0.57% 10 M CO m . N H Ql S+oo 6+oo NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: 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. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). O M rn rn Oo 00 Ln N Ln + � N l!1 O <:E> 595 590 585 575 570 565 56o 555 550 545 540 � lri o 7 SCOTT R. LLINS'Z �_) Lic. No. 035791,E 05/05/20 O�,�Ss1 ONAL E�Cw' z z w w Zz a rO O O U m w 0 U) J Q Q z Q w w o r- d d � z 0 0 > w w Ln Ln W w O O N w N N 00 00 Ln Q +I N O 0 CD i N Ln ,1 Ln l9 z w w z L9 w in z J J 0 u rn N M CD N Q > LL J_ > U) LJJ O _j I..L Q U L1J U) LU Lu 0d u) w Q O O N w r, w w a _ a Ln JOB NO. 182157 SCALE 111 = 501 SHEET NO. 19 NOTES: 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 1.5' 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-1 AS 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. 595 590 585 575 570 565 56o 0 H J 555 m M l0 p m O 00 H 000 Ln n M J \ r 550 - �u 0 M Ln z ^' m l 00 Ln 0 z / ../ m Ln 0 p 0000 Ln CL >> > �zzz z II Ln N Ln l0 N m N m\ 545 Lu w / m M N 0 ^ rl O N 't Ln LLnLMl1LLnLLn \ < p p // LLr) 000 LMZZZZO v r,-m O »»> Ln �ZZZZZ p m p p Ln Lon 0) p 000~ p �,mN 540ul �, � > L<,`^`^� �zz0 oN 11 O N 00 I., 0) Ln > > > Ln H Z Z Z > N to Ln Ln Ln H z z 1n- O PROPOSED _ul a > > > > z 8" WATERLINE 535 i2.5� CROSSING ti3ti�'S .G.L. PROPOSED WATER SERVICE LATERAL CROSSINGS STR:20 VDOT STD. DI-313 (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-313 (L=12') TP=588.o8 INV IN: 581.5o TO 20 INV OUT: 577.83 TO 16 / 2:5' STR:14 VDOT STD. DI-313 (L=1o') V M m / INV IN: TP=577.33 TO 6 Oro 0 0 0 i 1' 569.5o 16 N INV OUT: 568.75 TO 12 O N L�, � t 00 0 p > N N N Ln LLnn Ln Lr- z z p 1'1 PROPOSED -oo a > > > 8" WATERLINE Z z z_ y CROSSING m 0 � 15" RCP o- 0 38.02 LF @3.29% In O O / N 0 N Ln Ln PROPOSED GRADE O J m M 0 m 00 rl N}°0 L 0000H, N O M Ln 0 -:t O -n 't > Ln Ln Ln LZZZ0::) »» Lr) ZZZZ \ Q oho / FILL (TYP.) / r15" RCP 75.76 LF Qa 7.04% / PROPOSED 8" WATERLINE CROSSING / �u 24" RCP 27.79 LF @a o.9o% i 24" RCP 44.7o LF @a 6.33% i / „ RCP 530 24 LF @ 1 gg% 66 g6 TIE-IN TO SWM FACILITY INV OUT=527.25 ., RCP @ 2.03% PROPOSED SANITARY SEWER CROSSING 525 � 5 69 o3LF 24" RCP 64.02 LF @a 1.67% 107 3o" RCP 30.55 LF @a o.82% 520 Lr^� 00 M n ILOD �'t O 01 N00 00 00 r Lr^ M Ln Ln ul � LLnn vi Ln Ln ^ m 0+00 1+00 2+00 3+00 4+00 5+00 6+oo INV IN: 03.75 3 INV OUT: 601.33 TO 24 u m M N 0 N O 000 0 0 0 0 p N O O 00 't 00 n N k z z 0 m 0 � �zzz \ / 4.0' mLim PROPOSED WATER/ H.G.L. p m O N SERVICE LATERAL O O O C \SSINGS . Ln o 0 0 0 15" RCP p LnLn 00 0 `D 15 RCP 26% 159.59 LF @ 0.51% > I���� M `iZZZ� \\ 74-o4 ---0 »» zzzz 2.I2 MATCHLINE - SEE THIS SHEET RCP 131.17 LF @a 1o.67% o N / 2.0' /PROPOSED SANITARY SEWER N 0 / SERVICE LATERAL CROSSINGS p F0 0 0 / FILL (TYP.) p r-� �D Ln / > D a) / PROPOSED / N O z / 8" WATERLINE EXISTING GRADE Oj / CROSSING Z Z i / 4 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 15" RCP 37-02 LF @5.13% � 15" RCP / 15.67 LF @a 1.6o% / 15" RCP I 49.86 LF @a 2.47% PROPOSED SANITARY SEWER CROSSING 15" RCP 55.62 LF @a 7.19% STR:28 VDOT STD. DI-3C (L=6') TP=6o8.25 INV IN: 602.10 TO 30 INV IN: 604.25 TO YD7 INV OUT: 602.00 TO 26 STR:26 VDOT STD. DI-313 (L=6') 620 lti O KOTT RFLLIFNS� 4'Z o. 035791/05/20 oNA615 l 610 605 F c Z z � 600 Z 0 Q w Lu C 0 In_ u u CIO w 0 Lr) ¢ Q L IS rz 595 z o o L Lu ui w w � olf olf li ` 590 WE VERTICAL RAPHIC SCALE 5 0 2.5 5 10 20 58o ( I FEET ) 1 inc = 5 ft. 575 HORIZONTAL GRAPHI SCALE 50 0 25 50 100 200 570 ( I FEET ) 1 inc = 50 ft. boo O 2 N rn 0m Lm 0 m 00 0 -00 O p m M m Mo 0 0 rl � m 635 o 0 000 o LnkD > ri I'D M Z ZO 0 0 PMn m� 00 M� O rn mLD > L"�� Z ZZ U-)--- ~ N m�ZZ0 630 >>> Z Z Z M O Lr) z \ PROPOSED TP=6o8.42 -, / 8" WATERLINE \ - INV IN: 601.75 TO 28 N ��CROSSING 625 INV IN: 603.75 TO ROOFS INV OUT: 601.33 TO 24 m LiPROPOSED WATER/ m H.G.L. O mN SERVICE LATERAL Q 00 000 o \ROSSINGS i Ln o 0 0 / 15" RCP o 0 01O 15 RCP % 159 59 LF 0.51% pv, N > L.0 "D � 04 LF C �O 74. 000 »» L,I-ZZZZ 0 0 0 z12 MATCHLINE - SEE THIS SHEET > 00 D � �5" RCP 00 -1-- - ' @II 0 1.2 > >> II 131.17 LF 1o.67% rp m 0 u Z Z Z v O / 2.0' /PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS Ln 0 / 0 0 / FILL (TYP.) / p r, � Ln > � a) PROPOSED N 0 0 / 8" WATERLINE �� EXISTING GRADE j / CROSSING Z Z / 1.4 PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS /F 15" RCP 15" RCP 37.02 LF @5.13% 15.67 LF @a 1.6o% 15" RCP 49.86 LF @a 2.47% Lf1 � Lr^� � M N CO. ^ O 00 N N J' Ln ci 6O l0 ,,Mj M N m Ln loll) VD l00 � 9 <D � LD � tZ � 7+00 8+oo 9+00 10+00 11+00 12+00 STR-36 - UNDERGROUND DETENTION PROFILE 620 615 610 605 ... m C CD CD N Lu N N O .\-I ,\-I Ln +a i N O Lu Z � ® CY) N M z I Q N J w N 0 w Q Q > O Z J W J J J_ Q LL LuLu z O L LL 0 1 Z� Lu Lu _ 0 � U Lu Q J `CC) � � G W ~ > O ul U) J V /�/ 1 z LU W = w z H� J W JQ 0 O N 595 w 0 a w w � JOB NO. 182157 SCALE 13+00 1„ = 50, SHEET NO. 20 STR:68 VDOT STD. DI-313 (L=4') TP=576.17 INV IN: 570.27TO70 STR:64 VDOT STD. MH INV OUT: 570.17 TO 64 TP=574.67 580 INV IN: 569.67 TO 68 STR:70 VDOT STD. DI-3C (L=8') INV IN: 568.77 TO 66 TP=576 17 INV OUT: 568.67 TO 62 INV IN: 571.92 TO ROOF9 INV OUT: 571.17 TO 68 575 575 PROPOSED GRADE H.G.L. 570 570 15" RCP 28.48 LF �a 3.16% 15" RCP 565 15.79 LF @ 3.17% 565 FILL (TYP.) EXISTING GRADE / 56o 56o O H L0 Ln 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 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 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-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 56o 00 EXISTING GRADE J v M STR:56 VDOT STD. DI-3C (L=6') inn 545 TP=538.o8 _O INV IN: 531.02 TO 56B N INV IN: 531.02 TO 58 o M INV IN: 533.83 TO YD11 > Ln '^ INV OUT: TO 6 530.92M 540 540 u, a > z H. 535 PROPOSED 8" WATERLINE - CROSSING 530 525 535 PROPOSED GRADE 530 2 88' 15" RCP 43.70 LF @a 0.53% PROPOSED SANITARY SEWER CROSSING �) ci 00 Mi M 0+00 STR-56B - STR-56 PROFILE o co Ln 6 U*) STR:58 VDOT STD. DI-313 (L=8') Ln Op rrn n TP=539 92 m ° [-- 545 INV IN: 534.17TO6o 00 0M=) Ln O INV IN: 533.52 TO 58B � 11 INV IN: 535.92 TO ROOF6 U) PZ z_ INV OUT: 533 42 TO 56 540 540 PROPOSED GRADE FILL (TYP.) / / EXISTING GRADE 535 535 H.G.L. PROPOSED SANITARY 2.6 15" RCP SEWER CROSSING 34.13 LF Qa o.67% 530 530 o Ln rn of ') rn Ln 0+00 STR-58B - STR-58 PROFILE 56o EXISTING EA _ / 555 J / 555 o / o Ln / OO / o 550 / STR:So VDOT STD. DI-313 (L=8') 1— o OM 550 TP=539.25 p o 00 Ln STR:54 VD -ko / INV IN: 533.10 TO 52 N u, L^� TP=544.75 J INV OUT: 533•oo TO 4 17^ Ln z O INV IN: 541. m a z z INV OUT: 5, N PROPOSED GRADE �^ ~ - - p °, O 545 0 0 0 0 PROPOSED WATER 545 � 0 0 0 SERVICE LATERAL � Ln � ,°y' PROPOSED CROSSINGS o �, °N' L^ 8" WATERLINE > Ln ``' "'� CROSSING O Ln z z 0 u z z z 1.0' 54 1.6' 15" RCP � 7 2 7' 45.67 LF @a 1.ol 535 H.G.L. _ 535 PROPOSED SA ° SEWER CROSS 2.2' ° 15" RCP 530 131.98 LF @a 3.71% 530 15" RCP 39.24 LF @a 6.37% PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 525 525 Ln L`il Ln l0 00 't 4 l0 �t -t M Lf1 Ln t Ln lf1 Ln Ln 0+00 1+00 2+00 STR-54 - STR-4 PROFILE o STR:102 VDOT STD. DI-3C (L=1o') 0 0 535 TP=529.42 Ln-0 INV IN: 522.24 TO 104 O Lr, INV IN: 522.24TO 112 p 00 N INV OUT: 522.14 TO N L N Ln O 530 Ln z 530 PROPOSED GRADE '�E ISTING GRADE 525 525 H.G.L. 520 520 24" RCP 32.8o LF Qa 0.79% 515 515 ��I N Ln 0+00 STR-112 - STR-102 PROFILE 545 545 EXISTING GRADE STR:2B VDOT STD. DI-313 (L=6') STR:2 VDOT STD. DI-3C (L=1o') TP=534 17 INV OUT: S29.17TO 2 TP=533.42 INV IN: 528.42 TO 213 51+0 INV IN: 527.6o TO 4 INV IN: 529.00 TO YD1 INV OUT: 527.5o TO )T STD. DI-313 (L=16') 25 TO YD10 ft58 TO 52 ;% NITARY ING o+00 STR-213 - STR-2 PROFILE 56o 56o STR:6 VDOT S INV INV II INV If INV IN: INV 0 555 555 i / EXISTING GRADE 550 It J 550 m M -D. DI-3C (L=6') o I'D z 00 0 IN: 531.67 TO 8 z 545 �: 530.27 TO 56 J: TO 6B p o Ln m a) D 532.92 n 534.25 TO YD2 1O Ln O JT: 530.17 TO 4 z 540 540 PROPOSED GRADE 535 535 L-H.G.L. 530 530 15" RCP 37.95 LF @a 2.85% 525 525 'I M Ol rj M Ln Ln Ln 0+00 STR-613 - STR-6 PROFILE 00 J 585 in _ ,H 585 rn ,r O M rq /0 E O 000 / H � Ln M / 1—0 o 0 m H 0 Ln U? ^ Q 5 g o r.n N U O p rl N Ln V O o /It000, 't� ��� 5 rn}moo am ^Z_Z_::) N 000Ln °»O> / Ln N ��ZZZ ~ r- 0o m EXISTING GRADE °m 00 Op o0 1O 1D p N 00 N 00 Lf 1 L! 1 L! 1 575 o O,o �, 0 z z z a 575 Ln O� m 11 > > > > PROPOSED WATER / ~O o Ln Ln Z z Z Z SERVICE LATERAL p 0 / CO 0 0 p 0 Ln / o Ln CROSSINGS 570 0 � a ; ° 1.1' 570 p 0^ Ln Ln H z z / -> O Ln 00 N Ln icoo, z O 15 RCP / �a- zz 1'1 85.75LF@a 9.13% 565 565 PROPOSED PROPOSED VDOT STD. ES-1 & / GRADE PROPOSED RIPRAP OUTFALL. SEE VSMP, PLAN FOR OUTFALL DETAILS 8„ WATERLINE 1.0 5 2' H.G.L. 56o CROSSING - 560 CP 6 PROPOSED SANITARY SEWER 15` R ,15 i % " RCP SERVICE LATERAL CROSSINGS ELF 3 37.69 LF @a o.61% 555 �FP.22°i° �59 555 75.7o TIE-IN TO SWM FACILITY INV OUT=556.50 550 550 0 o O rn 00 Ln r1l LnLn � lL 0+00 1+00 2+00 3+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 550 INV OUT: 530.92 TO 6 V M N m p -. E "D 00 Lf1 t0 >- O 0000 \ 545 N �, N 0 p ^ ,4 o N .t Ln MLn MLn MLn ML•• \ > k-o . nz z z zo u,�ZZZZZ »»> 540 535 PROPOSED 8" 3I6' WATERLINE CROSSING 530 525 18" RCP 120.02 LF Qa 0.54% Ln Ln N N rq n n Ln It 0+00 1+00 0 rl J m 00 M O 0 p ko ��O Ln p 0Ln N N o O Ln O Ln p m � 0o Ln > N Ln Ln � N D LO D Z Z 0 � z z z PROPOSED GRADE 0 u U- rp EsOc F o°o 0 u1 N � Q1 O o 't 2�4\ p M � Ln Ln > MLnLLnn� �zzp \ Ln _ _ O ��zzz 80 2.4' u d m M VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 IN FEET 20 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 O � \ / SEX m O L^ � Ln 0�0 ° [-- 000 N 1> _t \ / Orr! Ln Ol m / p N M r, rn Ln 15" RCP > LMn Ln Ln 00 m .. \� !+�107.75 LF Qa 12.44% nZZZ0 °/� J 1 >> >> _2.4 u,z z z z / / PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS / 2 4' FILL i (TYP.) / 15" RCP / 1 1o6.81 LF @a 9.13% 3.2' ° PROPOSED SANITARY SEWER SERVICE LATERAL CROSSINGS 15" RCP° 48.29 LF Qa 4.970/0 fin Ln 4 n m rz, L`in `i Ln n Ln It Ln n 2+00 3+00 4+00 STR-66 - STR-6 PROFILE ( IN FEET ) 1 inch = 50 ft kR..LLINS'Z ��SCOT Lic. No. 035791,E 05/05/20 �4 �AAs'SI ONAL `� Iv�l I ZZ w w E Zz o ¢ � 2 0 �� uuF 1■■1 u m En L V (� r/ w p Ln J � � L 600 o w w w zoo Ln V STR:66 VDOT STD. DI-313 (L=1o') TP=595.33 W °C w w ` INV IN: 591.25 TO ROOF10 w/ °� L INV OUT: 589.5o TO 64 IJ• c 1 L j595 I I I I I I IL �\ 585 = N 00 �O in 00r ~O `° �� p ^ MOO Ln >��,Ln[ ° 5 $ O z z Ln O / a >> > u,�zzz is" RCP LF @a 11.21% \18,4.89 575 2.2' FILL (TYP.) / 570 I � / z PROPOSED SANITARY SEWER 18' SERVICE LATERAL CROSSINGS 565 / 15 RCP 1o6.03 LF @a 10.52% 560 /I 'ROPOSED SANITARY SEWER / SERVICE LATERAL CROSSINGS 555 ISTING GRADE -t 4 N N Ln 5+00 550 545 540 535 530 O N w . I \ N N 00 co Ln pCD,\-1\-1 Ln N o L9 Cn Z� M ® CY) N M z Q N J w m N 0 w Q Q > 0 W Ln J W J J J ® > Q LL w z 0 L9U- 0 (Vw� W Lu U W Q W J `CC� � � G L Ll ~ > O J J U) LU � H Lli = z - � z JLu J � � Q 0 O N 525 w r, w 0 w of _ CL � rl rj JOB NO. Ln Ln 182157 SCALE 111= 501 6+00 SHEET NO. 21 0 ci u m M m Ln STR:32 VDOT STD. DI-3B (L=1o') 0 d) o o � TP=626.5o m 63 INV IN: 619.33 TO 32B .."Dp INV IN: 61g.33 TO 34 a > 1n ~ z INV OUT: 61g.00 TO 30 FILL (TYP.) 625 62 PROPOSED GRADE PROPOSED 8' WATERLINE CROSSING 620 1.2' H.G.L. 62 EXISTING GRP TP\� R 27.72 LF @a 1.52% 615 61 O+00 STR-32B - STR-32 PROFILE N ci u m M O 0 0 STR:30 VDOT STD. DI-36 (L=12') N TP=611.75 0 INV IN: 6o5.00 TO 32 o N INV IN: 604.10 TO 3oB m o INV IN: 607.So TO ROOF4 m 0 � O INV OUT: 604.00 TO 28 CL > Ln 1 z FILL (TYP.) 61 610 610 PROPOSED PROPOSED GRADE 8" WATERLINE CROSSING EXISTING GRADE �.41 605 H.G.L. 605 15" RCP 28.62 LF @a 2.86% 600 600 m O 00 O ci ci l0 lD 0+00 STR-3oB - STR-30 PROFILE I 7 620 o o 620 74 CO� m J O O O Orn m V) I- � O �l0 M N O O rj Q 0 ci N O r! Q 'tp C) N � Nl0 OO 615 O O o STR:48 VDOT STD. DI-3B (L=4') 505 0- o N 585 0 0 0 �-- p � TP=6o9.33 o m Ln o u, o o z z z / INV IN: 604.0o TO YD8 STR:16 VDOT STD. DI-3C (L=6') m �[L > N 'Do '00- - -/ INV IN: 604.75TO ROOFS TP=577.42 `�I° Lnz p � o z / INV OUT: 602.42 TO 46 INV IN: 572.5o TO 18 II > > > > Oj / INV IN: 572.42 TO 16B v~i z z 610 `n z z z / 610 INV OUT: 569.75 TO 14 580 / EXISTING GRADE EXISTING GRADE PROPOSED GRADE 575 575 605 PROPOSED GRADE 605 PROPOSED 6" H.G.L. H.G.L. WATERLINE CROSSING 570 570 600 2.8' 6o0 15" RCP 15" RCP 14.72 LF @a 2.24% 15" RCP O 46.83 LF @a o.68% 54.77 LF @ 3.47% PROPOSED SANITARY SEWER CROSSING 565 565 595 595 Ln � It00 Ln M W � l0 �0 O lD 0+00 +°° 1+00 STR-16B - STR-16 PROFILE STR-48 - STR-24 PROFILE &M N II m M 0 545 00 ° � ^ N Ln N Q N N V) > Ln 40 � a_ > > 5 ��zz 535 TIE-IN TO SWM FACILITY INV OUT=532.00 530 15" RCP 30.57 LF @a o.56% 525 PROPOSED GRAD 550 STR:98 VDOT STD. DI-313 (L=12') TP=544 92 INV OUT: 541.00 TO 96 545 540 i iCQ o/o 535 H.G.L. EXISTING GRADE 530 525 rl ci u m M p o ri 6 0 Ln o STR:10 VDOT STD. DI-313 (L=1o') p Q, TP=556.42 N Ln INV IN: 551.42 TO 12 m INV IN: 549.00 TO YD4_� ° p INV IN: 549 33 TO 10 B > INV OUT: 545.50 TO 8 `" ~ z 56 555 555 PROPOSED GRADE PROPOSED 8" WATERLINE CROSSING 550 H.G.L. 550 EXISTING GRADE 15" RCP 545 27.68 LF Qa o.63% 545 m of It Ln Ln Lf) 0+00 STR-1oB - STR-10 PROFILE EXISTING GRADE 550 550 STR:813 VDOT STD. DI-313 (L=12') STR:8 VDOT STD. DI-313 (L=1o') TP=544.00 TP=543.75 INV IN: 539.75 TO YD3 INV IN: 536 75 TO 8B INV OUT: 537.25 TO 8 INV IN: 538.75 TO 10 545 INV OUT: 533•oo TO 6 PROPOSED GRADE 540 540 PROPOSED 11 .' 8" WATERLINE H.G.L. CROSSING 535 535 15" RCP LJ 35.22 LF Qa 1.42% 530 530 Ln l0 M Ln Ln 0+00 STR-813 - STR-8 PROFILE 570 56o 555 550 PROPOSED VDOT STD. EW-1 & GRAVEL FLOW SPREADER. SEE VSMP PLAN FOR OUTFALL DETAILS TIE-IN TO SWM FACILITY -) INV OUT=547.33 1 18" RCP 1g.87 LF Qa o.86% 540 ■ 645 l0 II d m M Q M 0 640 Q OO g N rn oM�0 oo6 0 p�� inm001.0 O q o� ri, � z0 635 > �`0 �zz Mn z zp ,a- zzz - 63o \�� 625 620 15" RCP 44.24 LF Qa 4.52% FILL 5 RCP 1% 114.25 LF C 2'7 ao J_ m rn J � � 0 m 0 O CO C) N M 't 0 I- M u1 0 O1 M O M rn > ^ 00 l0 O N 0 oN,� PROPOSED GRADE 1II z O > ��H v~i zz �z0 Ln z r EXISTING GRADE 15 RCP1.66% LF C 174 50 H.G.L. a0 r1 CO m 1 m N 00 N m Ln m I� m rn O lD 110 lD kp l0 lfl k lD 0+00 1+00 2+00 3+00 4+00 STR-44 -STR-34 PROFILE STR:114 VDOT STD. DI-313 (L=16') TP=525.83 INV OUT: 521.58 TO 530 53 PROPOSED GRADE EXISTING GRADE / 525 525 PROPOSED VDOT STD. EW-1 & RIPRAP OUTFALL. SEE VSMP PLAN FOR OUTFALL DETAILS 520 520 INV OUT=521.00 15" RCP H.G.L. 57.45 LF @a 1.01% 515 515 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-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-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 0+00 STR-114 - OUT PROFILE STR:82 VDOT STD. DI-313 (L=6') TP=559•oo INV IN: 554.5o TO ROOF22 INV IN: 552.35 TO 84 INV OUT: 552.25 TO 8o 570 / J STR:74 VDOT STD. MH 74 w 11 m / EXISTING TP=554.25 m H Ui _ 00 // GRADE (TYP.) INV IN: 548.02 TO 76 0 rl ^ O 00 N p 56 5 INV OUT: 547 92 TO 72 00 0 O inm0 o p _ O O 0 v~i o STR:84 VDOT STD. DI-313 (L=8') 2 Ln v,~u,oN ~ 00Ln 6 O ONO Cy') TP= 0 559 5 o p 0 o o 00 00 `n > °o PROPOSED INV OUT: 552.5o TO 82 1n o °, > o Lr) � L, Ln m �D 0 Ln � GRADE 0 �, Lr)Lr z z z Lr, z 0 °° � ? p II 5 60 I � V ) > N In H n p CL II > > � z Z Cn > > H Z Z N .. z z z z / PROPOSED a O> I / 8" WATERLINE z_ z_ PROPOSED WATER SERVICE / CROSSING - LATERAL CROSSINGS / 555 Ln O) M ci N Ln H rn It Ln � Ln ul) It Ln L N It � 4 0+00 1+00 2+00 STR-98 - SWM PROFILE 0+00 PROPOSED_ FILL 14' 8" WATERLINE (T�.) 1. 2' CROSSING 1.1' 550 3 6' L15" RCP H.G.L. 28.91 LF @0.52% 15 RCP 1, ' PROPOSED SANITARY SEWI 77.99 LF @a 0.510/0 SERVICE LATERAL CROSSIN 15" RCP 545 96.83 LF @a 3.17% 15" RCP 44.75 LF Qa 0.51% RCP 56PROPOSED SANITARY SEWER CROSSING 56.81 LF @ o.56% 540 I- 00 M l0 00 N ci N � L Ln Ln 1+00 2+00 3+00 4+00 STR-84 - SWM PROFILE 50 650 - N 0 't 0 ~ H � O 0 rn 645 100 u > U-) z �5" RCP 191.07 LF @0.82% to 5+00 6+oo VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft.. 640 635 63o � TH �Fp SCOTT R. LLINS'Z Lic. No. 035791 �d� 05/05/20 �� 1 ONAL F zc z C W W Zz 0 a � � 00F 625 0 1■■1 u m Lh Lu Ln J Q Q L W W 0 F o_ o_ U) z LU 0 ,� W W 620 > `- W w w L 20 J M CD 0) CDO N W N \ \ \ Ln � 00 O 0 O \-1 4 Ln ,1-1 200 L9 z ~ 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. STR:1o6 MODIFIED VDOT MH-1 TP=536.00 INV IN: 524.07 TO io8 INV IN: 529.5o TO UGD BYPASS 0 INV OUT: 523.97 TO 104 540 J 540 v m in STR:104 VDOT STD. DI-36 (L=8') o It N 0 H O ~ TP=531.58 INV IN: TO ,f O O 523.1g 1o6 535 ~ O ~ ~ `� N N N INV OUT: 523.og TO 102 535 N N N N L!1 o d, "' "'� PROPOSED ,� Lr,z z p GRADE LLn Z Z z 530 / 530 I � _ _ EXISTING GRADE PROPOSED VDOT STD. EW-2 & I RIPRAP OUTFALL. SEE VSMP 525 PLAN FOR OUTFALL DETAILS. % J H.G.L J INV OUT=521.75 36" RCP 36" RCP 116.83 LF @o.67% 520 42" RCP i�4.36 LF (a 0.74% 520 59.67 LF @ 0.66% 515 G 00. N Ol rn �I r- Ql ^j �I N N rn � Ln Ln 0+00 1+00 2+00 STR-1o6 - OUT PROFILE 515 M ® CY) N 11 M z 1 Q N J w04 N 0 W Q Q > O ZLLI Ln J W J J J > QLL w z o L9H� u 0 zw W _ V U W Q W � J `CC� � � G W i--i ~ > O U) J / V1�/ � Vi � H ul LJJ W = - � z JW J � � Q 0 O N w 3+00 o w of _ d (n JOB NO. 182157 SCALE 111 = 5 0 1 SHEET NO. 22 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. 555 RT 20 - STA. 13+00 CROSS-SECTION 555 550 —SP ING HILL PROJECT 5550 , r — i — 550 545 v m w w 545 O N O Ln 00 00 a)O O O Ln m Ln V1 ro Ln U') m Ln Ln O Ln Ln Ln O V1 Ln Ln O Vl V1 Ln Ln O V1 Ln O Ln Ln ri 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 555 —SPRING HILL PROJECT 550 548.45 T 550 —548.12 E — — — — — 2.0%SLOPE — — — — 545 _ — 545 � Ln to a m Lu a Lu o: 540 540 N ri O0 n Lnul) 00 Ill "t CO M Ol O Ln V) It V1 'tLn Ln V1 V1 It Ln Ln Ln Ln V1 V1 Vl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 550 RT 20 - STA. 14+00 CROSS-SECTION 550 545 f—SPRING HILL PROJECT 545.63 T 545.3o E 2.Vt- — 545 --- — v m 0- OkDLU z� TLU 540 OfLn Ul w 540 Ewa 00 V1 V1 M ^ V1 M Ln Ln 00 O 00 M Ln Ln It Vl Ln Ln Ln Ln V) Ln Ln V1 Ln Ln Ln V1 V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 550 RT 20 - STA. 14+50 CROSS-SECTION 550 545 T 2.0%SLOPE 545 ----------- 543.04E 7540 540 535 535 — W,Ln Ln V m w w V1 N Ln wl ON Cn CT, 00 't CO <D O N O M Ln 0rn 0M Ln Ln M V) Ln M It Ln Ln rq M %t Ln Ln M Ln Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 545 RT 20 - STA. 15+oo CROSS-SECTION 6=1 540.84 T 540 540.5iEP 2.0%SLOPE 54 m w / ---- / w ----- uj K v) 535 — — — — — 535 00 ^ Ln 00 tD Lin m LnL 0 Ql M Ln 't tD M Ln Ln M Ln Ln M It Ln Ln It 't Ln V1 -t Ln V1 M Ln OM Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 545 RT 20 - STA. 15+50 CROSS-SECTION 545 540 538.52 T 540 538.19E z.o 0 r U-)( 535 --_— m w — 535 �, 530 o: 530 N Nl Ln NO ri l0 N N It 00 N Ln rn O M Ln V� V1 �t M M Ln Ln Ln M M Ln V1 ao o6 M M V1 Vl 00 o6 M M Ln V1 00 M V1 l0 M V1 Ln M V) -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 16+oo CROSS-SECTION 540 536.46 T 536.13 E 535 -SPRING H LL PROJECT — 535 zoo/�—PE 530 m w w _ — — 530 L,D N lD Ln It c^I M l0 N M M M VM1 N rn V) N LMn M M rn Ln L.D M LMn l0 M LLn l.D Ln LMn N rn LLn In Vl Ln Ln V1 Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 16+50 CROSS-SECTION 540 f—SPRING HILL PROJECT 535 534.33 T ZZ r — - z.o% LOPE 535 530 TW 530 525 V m wW O W= w 525 N NO Ol ri Ql I O chi M M Ln N M N M Ln ri M Ln ri M LMn Ln . N rn M V1 Ln � M Ln Ln M LMn Ln M Ln N M Ln Ol N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 17+00 CROSS-SECTION 540 —SPRING HILL PROJECT 535 532-95 TC 535 FRANCE 532.62 EP SPRING HILL EN 32•49 530 z-o% LOPS — — 530 �; Z — v 525 m F a-Z LU LU o N � LU 525 Cil O� O 't n O00 ri l0 . O ODlD O LMn N O Ln LM/1 N O � LM/1 N O Le) LMn ri N N M Ln LMn LMn Lf1 N lMn ri LMf1 00 lNn -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 540 RT 20 - STA. 17+50 CROSS-SECTION 540 —SPRING HILL PROJECT 535 535 531.55 TC 532.22 EP 530 --- ---_ 530 2.0°� of �� _-- r-. — � 525 W � � V m w � � � 525 Ln 00 1. N 00 1.0 c' rl m rn ri 0) ri Ln Ln rl IN ^ V1 rl ri 00 O l.D 00 O L.D M N V1 re)N Ln Ln M N Ln Ln M M Ln Ln M M Ln Ln M V1 N Ln N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 18+oo CROSS-SECTION 535 SPRING HILL PROJECT 530.65 TC 530 53o.3z EP �_ 530 525 \ — _ 525 520 Q� Ln U, V m LOU- W 520 W � co ^ 0000 � 00 00 c-I Ql V1 O N V1 N LMP1 V1 O N � V1 O N� Le) V1 O M � Ln O M Ln Ln rl N V1 N V1 N V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 18+50 CROSS-SECTION 535 —SPRING HILL PROJECT 530 5zg.68 TC 529.35 EP z.o%SL PE / ---- -- — — — — 530 — 525 525 O a a �G 520 � Ln Ln m w LU 520 O 00 O tD 00 rn rn It 00 00 N 't mL.D 00 N Ln co O N Ln Ln n rq N Ln V) 00 rq N u1 Ln Ol rq N �1 Ln Ol N N LNn V) 00 N Ln L.D N Ln �t 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 TH SCOTT R. LLINS'Z C-) Lie. No. 035791,E ��O05/05/20 " �,�SSIONAL Y1AG�r F-F z LU L o U C V1 z z o LULU � > � ZzJ O Q g g 63 a a r o 0 o 0 F O U) z U) 0 U m u C w 0 J Q Q U J L ¢ C� W C, W z 0 F_ CL cl� c CL Q e z L] L] LU W W W L > H (!) m C W wLUQ Ce W L CL C C] L W L > 11 W L I Cl� C LU-1 CD Orlj N N 00 __ Ln Q � .� N T, o o ,1 N o M ® Co N z fyLU 35 � Q N 0 �� N Q Q > O un LL, oC z J J O v LJJ H W b LL. i O (11 w O _ CD v LLI v Q o J N LL] i--i LU `�Ul J O LU LU = U z JLU J Q _ C� O N I— LU F- W p W CL (n JOB NO. 182157 SCALE 111 = 10 ) SHEET NO. 23 NOTE: SLOPES GREATER THAN 2:3. SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 ft. 535 RT 20 - STA. 1g+oo CROSS-SECTION 535 530 528.83 TC - - - --- 530 526.50 GROPEN ENTRANCE 528.23 a.o%SLOPE - — -- -- 525 w 525 z O N Q 520 WW w� w 520 CT) ^ O M O M O Ln n ^ O L M M P� N 00 00 N N 00 00 N N o0 00 N N a0 00 N N o0 o6 P� N N N Ln N m N Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln In In In Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 19+5o CROSS-SECTION 535 RT 20 - STA. 22+00 CROSS-SECTION 535 530 530 525 525 0 523:12 — 520 — — — 520 515 W W 515 t p ^ M 00 Ln O N � 00 1.0 M Ln 00 N N Ln N rq N Ln Ln N N Ln Ln N N Ln Ln N N Ln Ln N Ln N Ln ON 1n -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 0161 530 — 527.22 _ _ —— 530 — GROPEN ENTBAN 525 — — — — — 525 2.o%SLOPE 520 N w� LU — 520 o to Ln °N° a) It ri Ln O rn 00 N Ln P� N Ln P, N Ln P� N N Ln Ln n N N Ln lf1 n N N Ln Ln l6 N Ln Ln N Ln N N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 20+00 CROSS-SECTION 0+30 0+40 530 — 526.72 TC _ — — — 526.39 EP 525 OPE — - -- -- -- — — \ 525 2.0°i°s 520 V N � m wn� �ui — — 520 Ol W 10 N Ln 0) n L. l0 . 00 O O Ln O N Ln N N Ln l6 k.0 rq N Ln Ln lN0 N Ln Ln 6 L.NO N Ln Ln 6 lN0 N Ln Ln L.D rq U) N L N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 20+50 CROSS-SECTION 0+30 0+40 535 530 — — 530 � 5�g2 TC 525 525.59Ep -- -- -- - --- 525 — 520 m W W — — �J 520 p rrr1 M 00 Ol 00 ci ^ P*l O Ol P� 00 rl M In O Ol N N n L l6 l6 N Ln N Li) N t-0 N N Ln l6 Ln N N n L N � M N � A N Ln Ln Ln -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 ' — Sao n — 2.0°/ SLOPE -- -- -- — — — — 530 525 525 520 w — — _ _ 520 a 515 U, W 515 00 M M ^ M OMl ci H N c-1 �t M H M Ln ^ � N N Ln Ln M n N N N Ln Lf) N N Ln Ln Ln N N Ln Ln N N Ul) Ln N Ln N Ln ci N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+50 CROSS-SECTION 0+30 0+40 535 530 _ 523.82 z.o°/a SLOPE 530 525 525 — — 52o W 7 J ° — — — — _ 520 a 515 Ln wa w 515 p� N "o u1 H lr0 Ln N l.0 O O l0 M ri M Ln Q1 N N Ln Ln fti"1 N N Ln Ln N N Ln Ln m N N Ln Ln N N Ln Ln N Ln N N Ln 14 N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+30 0+40 535 530 � �2' S 530 525 525 V 520 520 o— — — — ------ 515 O Ln W w ---- 515 Ql r- m 00 M M (n n N O -.0 't O U ^ Nrq Ln In Nt Ln N LNn In rl N N LNn Ln N N Nrq LnN Ln N N LnLn Ln Nrn O Ln Ql Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 530 RT 20 - STA. 23+00 CROSS-SECTION 0+30 0+40 530 525 52173 525 520 — — — 520 515 D O Ln W W 515 ci CIR lD m 0001 Ql ^ O O P� M N N L.0 N N Ln Ln n 1 M N N Ln Ln C) rl N N Ln Ln c j N N N Ln Ln N N N Ln Ln O N Ln Ol ci Ln o0 ci Ln -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 _ = 0 O 525 0 520 Ln 520. 8 — - -- - — 520 515 w w — — — 515 00 C1l ^ ci 00 00 NO N 174 N O m M O Ln Ln M Ln rj N Ln Ln Ol O u1 Ln rl Ln Ln r I O LNn Ln Ol Vl P� Ln rl l6 V1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 525 RT 20 - STA. 24+00 CROSS-SECTION 0+30 0+40 525 � V H 520 _ _ 0 520. 4 W O Ln W — — �w 520 515 515 — 510 510 ci oD 0 O 00 N 00 Ln � O O N M �t N In ci N Ln rl O N N Ln Ln O N Ln Ln O O N N Ln Ln O N N Ln In Ol ci Ln l0 ci Ln Ln ci Ln -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 — 0 ----- ----- --- 520 515 Tu, — 515 i — — — 510 w w 510 N O C o N � I'll� M rn orn 0 N In 00 Ln N Ln Ln C> N Ln Ln ci1 06 Ln In W In U Ln U ri Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 TH SCOTT R. LLINS'Z C-) Lie. No. 035791,E 05/20 1�0 �,NsllI1011VAL E"�G��� F-F z LU L O U C V1 z z 0 LULU � > � ZzJ o Q 66 a a r o 0 o 0 F O m z U U m OU C w 0 M J Q Q J L ¢ C� w c-, LUC z O F- c Q (f) H z 0 0 LU W W W L cn rn co c LULU LU LU W L CL C 0 c W L cn C > LU L cl� C O � O O N LU\ N \ O 00 \ Ln Q \ N 1 O 0 O Ln � v , 1 _ M ® CY) O N fy CY) LU N 0 Lp � N Q Q > O un LL, oC z J J O v W � W _b � di i c11 OJ C!) 0� W O _ V LL, Q v ' J O J N i--i W UlU) _j 0 LU H� LL W = U z JW J� Q 0C� O O N F_ W F- W W a JOB NO. 182157 SCALE 111 = 10' SHEET NO. 24 570 570 565 565 56o 56o / / HT. OF / OBJ= / 3.5' 555 / — —�_555 550 J ' / 550 i 545 psi ���� � 545 540 / / / / 540 LINE OF SIGHT / J 535 — — — HT. OF / EYE=3.5' — � � 535 EXISTING GRADE GNT SI 530 — — 530 — f PROPOSED GRADE 525 _ — — - — J 525 i — — — — — — H T. OF OBJ=3.5'- 520 520 O O M ^ M O M � 00 00 O Ln rl O Ln O 0) O 00 M N 0) 00 lD 0) n 00 ^ Ln N Ln n 00 rl O Ln H 00 Ln 00 Ol of M 00 �t Ol rl Ln n o Ln n o M Ln M 00 O 0 00 0 0 0l H N rl N N N N N N M N M N N lD N lD N 00 N I� 00 N 00 cn N 0l 00 N O Ol N rl O M rl M M M Ln ^ M a> I� M rl O � M lD 0) 00 N Ln O N Ln N � Ln rn Ln LD Ln L!1 lD Ln 1,^i N Ln Ln N Ln Ln N Ln Ln N Ln L!1 Ln Ln In Lfl N Ln Ln N Ln Ln N Ln Ln M Ln Ln M Ln Ln Ln Ln M Ln Ln M Ln Ln Ln � Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln vi ul Ln Ln V) Ln 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 8+oo 8+50 9+00 9+50 SCOTTSVILLE ROAD (RT20)- INTERSECTION SIGHT DISTANCE PROFILE 650 NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 25 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft 645 640 635 LINE OF SIGHT 630 / j/ 625 620 615 HT. OF � — OBJ=3.5' 610 10+00 10+50 11+00 11+50 12+00 12+50 13+00 65 HT. OF 645 i OBJ=3.5' SIGN �Ii N/ 5oi / — — 640 635 / HT. OF / EYE=3.5' PROPOSED GRADE EXISTING GRADE 630 / I 625 rl O O N m � N l � Ln O W O 00 00 rJ � ci � 00 m 1p ci lD lD rl L.0 rl lD dl rl L.0 N N l0 N L.0 N lD 00 ^ N k l0 O M I'D lD rl M lD lD N M M lD t 0 M 4 lD Ln M l0 lD l0 M l0 l0 00 ^ M � lD 01 M l0 O k.0 N LD M l0 0+00 0+5o 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 S+00 S+So 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 10+00 AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE 620 1 615 610 I A-h 0W ZCOMR. LLINS'Z �_) Lic. No. 035791,E �d� 05/05/20 ���s'SI�NAL F Z z W W z Z o a � � r 0 0 a F O U H w m � U (� 0 � J_ Q � Q � L r/ Z Q W W 0 � Z W W L W Lu �--� ww L T, CD O N Lu . I \ N N � ()0 Ln Z M�M \ ) ® `Y) C ) N M z I Q N J w d% N 0 w Q Q > O lfi Z�j � W J J — > Q Lu LL. LL w z � O 1 Lu V zLu z _ (D Q wU Q ~ J �' J 0 L L1 I --I ulU) J �7 � _j cn w = - � z JLu J � � Q 0 0 w 0 W W a � JOB NO. 182157 SCALE V:1"=5' H: 1" - o' SHEET NO. 25 15 63 z0 6: HT. OF OBJ=3.5' 610 \ 6o5 �v A \ \s 600 o, s 595 590 \\ \ LINE OF SIGHT 585 v 58o \ HT. OF YE-3 5' \ 575 570 565 EXISTING GRADE \ �° 56o \ PROPOSED GRADE \� \ 555 \ \ 550 545 540 O M 00 00 N M 00 N lD 00 M Ol O 01 M l!1 r� ci I� N M l0 Ln Ol N O I� lD O M 00 00 O lD 6 ri � N O l0 O l0 I� a) l!1 ^ 0) Ln Ql 00 lf1 00 00 Lr) ci 00 ul ^ l!1 �} n Vl l0 ^ Ln 00 lD L!1 O n ci lD L!1 Ln N L!1 L!1 00 Ln � n It Vl N � Ln L!1 Ln 610 605 595 590 585 575 570 565 56o 555 550 HT. OF OBJ=3.5' 545 540 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LOYOLA WAY (SOUTH) & DAUPHIN DRIVE— INTERSECTION SIGHT DISTANCE PROFILE 610 .•, 595 575 570 =9i 56o 555 550 HT. OF OBJ=3.5' 545 540 615 HT. OF / OBJ=3.5' / 610 / / LINE OFSIGHT / / / HT. OF EYE=3.5' PROPOSED GRADE / / EXISTING GRADE 0 O O O v1 111 L d. N Q1 � N O O r� M 00 O L 00 O m D1 d. O m 0. � O M n CID ao M It Ln -t_t �ttb O Lr) 0o �t L!1 N lD 00 I� lD n C9 00 dl 00 O n a> 00 L M O O ci v 595 590 585 575 570 565 56o 555 550 545 540 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 NOTE: SIGHT AS-BUILT CONCITION. BE VERIFIED LOYOLA WAY (NORTH) & DAUPHIN DRIVE — INTERSECTION SIGHT DISTANCE PROFILE IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 IN FEET ) 1 inch = 50 ft SCOTT R. LLINS'� Lic. No. 035791 05/05/20 �4 F zc z w w z Z o a � � r O O F O co w V (� = LnU J � � L r/ w w r O a a ~ M ~ z o 0 > ~> w w i U) � C Ww w ~ ~ w C O) CDO N W . I \ N N 00 Ln Ln Lu z ® CY) rn N CM z Q N J w rn N 0 W Q Q > O In LLj W J J LL ® > Q O w z � O L9 W J U W z _ V Q wU Q ~ J �' J 0 W I --I F _ U) JLU �7 zQ� W = w z JW J � � Q 0 0 N w r, p w w a M JOB NO. 182157 SCALE V:ill =5' H : 1" — o' SHEET NO. 26 70 57 HT. OF OBJ=3.S' 565 \ 565 \ \ 56o \ 56o � \s 555 `� Ago, 555 INE OF SIGHT 550 �' 550 545 - 545 EXISTING GRADE siG�0\ \ 540 HT. OF %q/vC 540 EYE=3.5 \'zSz' \ \ PROPOSED GRADE 535 535 HT. OF \ OBJ=3.S' 530 530 Lfl � 00 N M ° 't O M ° 00 � �, 0L!1 0 o oi l0 N M ON l N m �Lr) Ln U) Lr1 LnLn 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 Xz�HT. OF / OBJ=3.S' 565 / 565 / 56o / // 56o / 555 ��./ // 555 P / 550 LINE OF SIGHT / 550 EXISTING GRADE 545 / 545 PROPOSED GRADE 540 / / 5� P� ;% HT. OF 540 Sj / =35 535 // 535 HT. OF / 530 ✓ 530 I� N lD ul l0 rn rii LD V) N O ^ lD � O 01 m O M V1 r� 1 Lr1 M Ln It Ln M ul U1 r L!1 Lf1 f Ln L!1 V) Ln L!1 � Ln ul lf1 Lr) Lr1 D ul 35 63o 63 HT. OF / OBJ=3.S' 630 / 625 ���/ ,' 625 620 / 620 615 / i 615 HT. OF EYE=3.5' PROPOSED GRADE / 610 - // 610 / LINE OF SIGHT 605 /r \- 605 / EXISTING GRADE / 600 / rs 600 . / s r 595 moo/ / 595 590 / // 590 / 585 / / 585 / 58o / / 58o HT. OF / OBJ=3.S' / 575 / 575 / 570 570 It N f!1 N MLi tD It rq . ,iQrq O r1 U rl O 0 1 Ol 006 Ln^ ^ 0OO kD ' 1 O O N �Lr O O N rq t N � ul � � � ',DtD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+So 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 ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BERWYN LANE (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE �0 200 ESIGHT DISTANCE= XISTING GRADE gS HT. OF HT. OF OBJ=3.5' 555 YE3.5' 555 550 ����j _ ' 550 LINE OF SIGHT s� 545 545 HT. OF OBJ=3.5' PROPOSED GRADE 540 540 535 1 1 1 535 1 It I� M M l0 � al M Lf1 L Ln � Ln Ln� V) Ln Ln Ln ul Ln Lf1 Lf1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 LOYOLA WAY & BERWYN LANE -INTERSECTION SIGHT DISTANCE PROFILE H 0F� SCOTT R. LLINS'Z Lic. No. 035791,E 05/05/20 �4 �AAs'SI ONAL ��Aj �W F z z w w z Z o a � � r O O F O a m U) U HU w V) Q Q J C� C� L w Lu O a a z o 0 w w � w LVLu Lu C 01 � CDO N Lu. I -1 N N O�i�i Ln a i fV O z rn LLM z I Q N J wC:) 01- N 0 w Q Q > 0 In LLj W J J w z r)� L9LL. 0 1 Lu V 0� W z _ (D Q WU Q ~ J V) J 0 L L1 ~ > ul U) J 0 Lu � J � L L, = w z JLu J � � !Q V 0 0 O N w Lu W d (n JOB NO. 182157 SCALE V:1"=S' H : 1" = o' SHEET NO. 27 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a / LOT1 v — — — --- � 1IGRAPHIC SCALE 1 — 1 i I \ _ 1 i I 1 I I LOT 52 • 1 , r . _ L T i e �e I LOT 1 0 50 t I 0 5 \ II _ LOT 0 531 i .. 18 --1-I. e. ���.e.•tej`� �\i \_., 1 _—,I II 11 11. II.. II\\\I l.\ X 1 ; I I 60 30 15 30 120 °Ir r .. . • . �� ,- v: — 1 , — --- , LOT 541 ,, ,I v � 11 � >i � � I I :I,- e e t r `,. e r ° e . ., �k` ° . , • �° i — � ,�`-- \ ' LOT 5, LOT: OT 1 �I k! I I I T I. 0 I I I .. e tee r• e / ,,- L_ ^\- \\ ,, � r l li ATC LIN A -S ES ,I I I, EET z \ III a \ — \ \ 1 I! 1 i \�k /�. 1 ` l• 1 17 I j I� I ( IN FEET ) I , I PROPOSED e , . , — � �\ / ,— ^\\ LOT 5 �\ �\ �\'1 ��, ,II I III II, I, I I I `�\ .`/° • . ` • ct `\" , 1 inch = 30 ft. .7. I OPEN SPACE OT 5g\ \\/e e II I w . y ' \ — - . — \\� e d \I J LOT NOTE: SEE FINAL SITE PLAN FOR DETAIL OF m (1.0 AC) \ \ COT 6O - — — — 16 I�J LANDSCAPING IN OPEN SPACE/BUFFER AREAS L zLu 61 I z—h,-1 k k . • e r i �� \ \ \ '�_,— \ _— — s%. ,' X z II r I I I 0- \ — I I I . r r \ �e � I o E L C V WA — — LOT y LO O r --�- —J — I 47I � O — .I• r \Lr 0 _ I . r ' . L T I / /w � I J1. I I FLoT E X - I 15 I I I r � I NOTE: ALL LANDSCAPING OUTSIDE OF THE RIGHT OF WAY SHALL BE — I �• I I LOT f e • — I I I ENCOMPASSED BY A LANDSCAPING i r , .•/ � i EASEMENT AND WILL BE MAINTAINED � � •:� � -- I I I 11 14 ( BY THE HOA. - +- I I o I X I �• ILL � l •1 I" I — LOT LOT I- I 13 L I I t II I Ili I I , � � - - - I Lu I � , k\ �. I I I I I I o, r/ ` \ I LOT I I J I NOTE: ALL LANDSCAPING WITHIN THE I LOT / LOT LOT 82 83 I L II II - rfr \� \\ iI 81 I I-------ILI I I I I I I I12 II I,�r RIGHT F WAY MUST BE MAINTAINED 64 L \ BY THE H A THROUGH A VD T LAND \I 1 USE PERMIT UPON ACCEPTANCE OF I..I --- I r °.. e ; r/ � �, I I----------J I I •° II LOT ANY PUBLIC STREETS. I LOT Irl�I------------------ --- - I� II vCrc (DENSE VEGETATION _— — — --� TMP 90-35 I"ALOT �- . II l DUANE E. AND ROWENA M. SNO -----------77\ / -E - i I x I " LOT D.B. 702 P. 792 \ \ / I — D.B. 657 P. 234 PLAT /e 10 r I I" I I i 1 i I LOT � 0 / LOT 0 e = /3 / l , I � r I — . I I I / . . I I \ ems. e . ,.4ke \ r � I 66 e . e I I I" L T / t 0 76 — r I I I e e �.e e `� t 1 r3' r r I I J I . e t . �r e k . e r I I � t I I � r I" sv I I f rt e e t I I I •i e . I i / r I . e p 9 1 LOT i1 °err . e erg I 1 - I IN � — — I I p I 8 I LOT I L e ` �``- I r I I I r I I . . t I I 1 — x i rr'' I I I I rr . I l . I 1 67 I k I I I e e% 6 I LOT I e I I 0 f 1 e I 4I I I" l i \ _ 7 L I x`. I — �• ,X I I - i — � e e . I — e e t II I { I Nil f x\ LOT i ---- --------- — -- j W 1 LOT I eke ,e ' ,II 6 I .. . , e r _5 E > — — — I � L I I i I 75 1 e,AC) x x II ,o I 10T l ;ro _ I _I n II I----------------- l ❑ — — =_=______ �► y MAILBOX ❑ — � oSIGN \ MAILBOX � II MAILBOX --------------------------- _ _ _ _ INV INS — — MAILBOX SCOTT R. LLINS'� o C-) Lie. No. 035791,E 105/05/20 oSt ANAL _ z z uj W 0 0 z z 0 0 0 w w z0 Q 03 aS O 0 z m � U) > wU v 0 0 0 J Lu J Q � � J z 0 w a w C� a Q 13� Q cn z w m m W w w w Q w Q w Ce a a 0 0 w w rn O oN r1i w NN 00 CD Ln M ® Co N z ® Q LU N 0 Q > O LLi J z ® > Q Q w � —j b LL. h -j _ v Qun � J o w � Q J ul Cn J w = U z J w DC J � � Q 0 0 N w r w w a ul) JOB NO. 182157 SCALE 1„ = 30� SHEET NO. ® 28 County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type ofprotective fencing; ® Grade changes requiring tree wells or walls, ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: U All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. U No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: :U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: U Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: U Such devices shall not adversely affect trees to be saved. 6. Fires- Z] Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. U Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: U When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10, Tree Walls: U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling Z] When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13, Damaged Trees: ® Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER CONTRACT PURCHASER SIGNATURE Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale i/05/20 (DATE) (DATE) 1992 FENCING AND ORING 3.38 Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED Plant Legend PLANT SCHEDULE SYM BOTANICAL NAME COMMON NAME SIZE CANOPY(sf) TOTALSITE QUANTITY COVERAGE (Sf) QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 103 1 48513 NOTE: 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY 1. STREET TREES PROVIDED 40' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 2. 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 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TOTAL STREET FRONTAGE = 3,88o' REQUIRED STREET TREES: 97 (1 TREE PER EVERY 40' OF STREET FRONTAGE) 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED PROPOSED STREET TREES: 1o3 BY THE COUNTY ENGINEERING DEPARTMENT. NOTE: 1,598' OF STREET FRONTAGE ALONG DAUPHIN DRIVE 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE REQUIRED STREET TREES: 40 LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST PROPOSED STREET TREES: 44 EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF NOTE: 1,151' OF STREET FRONTAGE ALONG LOYOLA WAY TREES TO BE PRESERVED AND PROTECTED. REQUIRED STREET TREES: 29 8, ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE PROPOSED STREET TREES: 29 WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER NOTE: 736' OF STREET FRONTAGE ALONG BERWYN LANE OR TREE SPECIALIST. REQUIRED STREET TREES: 18 PROPOSED STREET TREES: 19 9, SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN NOTE: 395' OF STREET FRONTAGE ALONG SHERIDAN STREET IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. REQUIRED STREET TREES: 10 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. PROPOSED STREET TREES: 1i NOTE: SEE SWIM PLAN FOR BIORETENTION BASIN PLANTINGS. e i' � "ell.• I ��'� e I et .I t e, le IIt -' PROPOSED ,- / \ / OPEN SPACE" ,lel (O 78 AC) / I. Source: Va. DSWC Plate 3.38-2 t . • t r t . - . - e r r • - III-401 � t / / --- =--------- — -- L I .t k • NOTE: SEE FINAL SITE PLAN FOR DETA L OF / I I I I � . , , e t • e , / e . LANDSCAPING IN OPEN SPACE/BUFFER AREAS II LOT TMP 90-33 /' ° t �` r` r .� r� ��`� ` r •� ° ------ LOT LOT LOT I� 29 II J I JEANNETTE D. SMITH \\ LOT 31 _ 30 5/1/06 Page l of t D.B. 4254, PG. / / 6� r t • �r / �v \i 33 32 ' I � ��� `• • r t • . . r t • • . t • /\ ii�� ,i`� ��\ �\\ �\\ I I� ll� IIII III Illl III II. . �� LOT 34 ' �� / �� jek e•ee•`rekk•et.e,°keg �y LOT���� �� -- II I -- I I 35 I. I I / `tree. `,` re .. • \\ — -- \ _ - / LOT TREES UP TO 4" CAL. SHALL BE STAKED ` _ ' / ° WITH 2-2"x2" HARDWOOD STAKES. / --- - /� LOT T 90-35A1 TREES OF 4" CAL. OR LARGER SHALL BE / / / l — — \ '� d A t e e - GUYEDWITH 3 EQUALLY SPACED, TWISTED, I / — / -- — � , . . • • -- _ — -- --� V � 37�. � — _ NG HOL INGS LLC AND TURNBUCKLES. LOOP HOSE AROUND / — — _-_ -_ � �. . e� t��. -' LOT of w � _ _M �I �_ DB I TRUNK. FLAG WIRES WITH COURVEY TAPE. �\ D.B. 657 P. 34 PLAT REFER TO SPECIFICATIONS FOR d r-------I S �� / LOT T LOT ' FURTHER INFORMATION \ y LOT 11 LOT ( �— - 41 40 3 � 7 \ \ kI ` ��/ i i II III Il i \ \ \ \� /:r' �wv /I. / I�\\\�\• _ I I GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE -- L ,e I 2 xi HARDWOOD STAKES ALIGN - e` —I -- l / /� �JP / j. \ L LOT 1 TOP OF STAKES MULCH SAUCER \ w o k . _ _— _ \ 1/ / %'`° 1 1 { I �: 28 I ° \ � — — � / / 1 � ! • e ,�^ e I AMENDED SOIL MIX LU LT I I I I I k 27 I I > • I I ° I t ° w ° • /. \ T_w�mM �m _Oe r r e . E• / 1� t t/e%r • /, r r r \ �;' k — DA U P H IN — _ !�/£:': % / i I.• t —* r t�jIlIlt r . CUT AND REMOVE BURLAP FROM TOP IE 1/3 OF BALL AS SHOWN •e1iIi• II L2O6T L ° I I i i 1 e e r / \. \�M� ✓ r e I B "MIN. DEPTH SCARIFY SUBSOIL LOT COMPACTED SUBGRADE %` t /. � e e t / i /r � � i, ^�� /� \ Ir • � PROPOSED I k` LOT. M'\ OPEN SPACE 25 {{ I r -- — — = - - --- . �I r 43 LOT :1 t _ .o ° e � s t a .I DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 t / — e 1, t � r I I LOT t r e / I 1 t re .r \ \ �/ I/ i I I r--- � I I I I I I \\• .\ � �� \ e e e� I I I I r-- I I t e. t e,- —� I — t \\ l e � t LOT I �0 ° LOT; t - r— I I: e t ( �' I 1- I I I t I \ e ` et.� .. 45 I. \\\eke k \\ \ �����`` 23 L I --------------- — I � I LOT ; I et rt�w •t \� :� t,-- — I/t. • \\ e I "., 46 LOT II LOT ------------- LOT- { l ° I. NOTE: SEE FINAL SITE PLAN FOR DETAIL 47 49 L e t r t t t .. tk e e t\\.L\. r .\ ` \ \ \ j I 48 k \ LOT OF LANDSCAPING/FENCE BUFFER AREA . >ee 3 — L L22 I t e t ��� k /t � I'--------- -III jl II � i e t • t — a\ ` . e \�e .e \ �\ — + I . �k I el t e.. k e eE r r • e e . e .r. t rt . ` r t� \ \�\ . E I.k !IIk rI __ I -- -- II e t . et 4 I \\e` r. , ee • v.�k. , o - \ \k \VA\\ \\ \A---------------------J L T I I I {I i NOTE: ALL LANDSCAPING OUTSIDE OF21 ---- --_--_ k J' THE RIGHT OF WAY SHALL BE �t e . h . t r I / -- ---- I. \� I I �• t e , el• — e e�. � ;\ \ I I ENCOMPASSED BY A LANDSCAPING LOT II I n y \ EASEMENT AND WILL BE MAINTAINED I -- I S f r \ I e • I I 2 I t e O I I BY THE H A. I I�. .. .e .r .. .e, er e .e to .t •. — —r- r . • _ - ------ LOT � . r e e e �e—ems t r •-� � --- _ — — — — -\\ e t •�. s I °' I NOTE: ALL LANDSCAPING WITHIN THE I I I rI` _ — —= _'�.` .eNk � �e • 4.•Y`e `e e e E e , r , • E . , k �et . ,,- \ � I 1 i � — _- I — -- -- — - _ __ \ � RIGHT OF WAY MUST BE MAINTAINED k 1LOT l I l BY THE HOA THROUGH A VDOT LAND LOT 52 LOT 51 LOT 50`\ I I II e \�\IE 18 L I : USE PERMIT UPON ACCEPTANCE OF I LOT 54 I I ANY PUBLIC STREETS. II ee e \ / LOT5511 \tree /ee° " I r LOT 56 LOT j d I I I • / —' \ � � \\ \ I I r L II 1 I I I \\ t e t\� II -> -. I I . I I LOT 57 \\ I I I I , ATC LIN A — 5 E S EET z ',I I I �� . e I I 17 .I I I i r :.. \ —_ \ �\ � \ ,,,+: i II I L I I III I l I L II I �I\��. /� tel . e. I• I III I l I- f, LCZ l :I PROPOSED / LOT 5 \+ L L /. e . -I w I I OPEN SPACE w C OT 59\\ — — -e\�/ ` e` d ii` LOT I I NOTE: SEE FINAL SITE PLAN FOR DETAIL OF \ — l 1.o AC \\k \ I ( ) LANDSCAPING IN OPEN SPACE/BUFFER AREAS \\ \ I -—-_ _-- --— — \ �\ z --- - I — -- --- --- l e o 61 e � I z � , E — I O U k WA LOT \ LO - - - — 1 - - / - - r �- I / r !/ I s e e. � � w w — —w w— i 6 2 - ® I t w Wo \ 1 Q' -- r / I e e � II t LOT � I to -i I I k r — — °I �w k — — I -- — e � I e t 63 �w -LOTI I k 15 p [ I I fir• � � /, I ` t e I` el • e .• t . . \ � � � / � ,/ , � --- A I � IL III ---, I I \ i II � I •I LOT�� 1 ZCOTT 4R.LLINS'Z C—) Lie. No. 035791 1�0 05/20���INS11�10/IVAL E�G�W) H z w O U (n 0 (� � r/ z z LULU O Q C6 O O O En z U I CI U m 5 U U O w � J U � Q C� LU J LU_j z o � a a a � z LU LU Lu I --I ,--, W W W (n U) co W LU Ce a I cl� ON N LUOr,ON O r N Ln r O �n fy W 0) N I 00 IN LLI J_ LU O Q 2 U Cn LU LU U) LU III rQ V O N z Q —I l0— /r' L Q �U V I 0 z Q J I— LU w W a � JOB NO. 182157 SCALE 111 = 30' SHEET NO. 29 TH 0 T� C-) Lie. No. 035791,� /05/ 20 TMP gi-i8 WENDELL W. WOOD \ \� SI ONAL E�ClS \ / \ \ / \ D.B. 1727 PG. 674, 677 PLAT D.B. P. \ \ 1707 582 \ D.B. P. PLAT 1571 245, 246 _ \ D.B. 288 P. 347 COMM. OF VA D.B. 279 P. 493 PLATROCK \ _- WALLS INV OUT \ ' t 06t, / '\ W W / �- / - ASPHALT CON EA AL DRIVE V4 50 / INV 0UO3Y� � 009 AVINITY ESTATES MH-11 - / ' ' \ / MH-4 / -. - '"BOUT -- OP . �\d O9 / z z o 0 COLUMN / RT. 20 , SEQTTSVILLE ROAD ( i (FtIII 2 -- - - F ,.i _ MH-7 \ - / \ O66\ SD 1PlH IN4.53 15"RCP _ \$ ___ ° 9 _ O M H �+ 0 ______ 6 _ _ +oo O M H - s s 15"CMP DULL 10i - -.. __ NV IN __ �A R8\ 5 S - °\$ B+OO MH-5 _ _ - - _ _ M H 6 - �- - _ - _ - -7, +OO 3 Z ['] Q as as TOP .48 \ INV 484.30 1 Z 6 -1 --_ _ 484 83 c 009' +00� Z INV IN 4 3 +OO _gam sIi _ \ \ - - \ \ s _ S \ S 7- s +OO _ _ S 10+00 �- R ° (LOW PT) IN UT +00 + Z.eo 09. 12 11 O O 51 s - OZ5 5 - / ' �, __ // � i--i O U U Q / / \ /� 484.4 Cq APPROX. LOCANON _ N b 15" CMP _. '-1+00 IW IN NV ni i 95.72 +00 / q/�/ $ 91 4 .62 45 5.00 S �l s -j \ 5 S �/ 4- _ __ _ - I % / a\° \° _�-. - _ -S 5 S - _ S S S S �S __- _ _ % U m 0 0 15' VEPCO EMENT SDMH D.B.3479 P. 336 \ "P 5 S it S - - S `�_ 5 \ / __ 4\ / 25 A1H 3H0 O 0 W ZS OZS - _ - HO - - _____ _ -_ -� -/ - - �- O W (n Q Q U U 4ll / IFIPpU7 484 73 \ = r 01H 3"' -c =- a\ 3H0 O X�0'\Cd INGRESS ND EGRESS EASEME N FOR TMP 9 5N -21 _- N.H 1H0 3H0 _ lam- / O � - M H - 2 j n1Ho -"1. 0 ,��_< m A / - €���\_ - d°S d k00 0 / a o VDOT R/W a 2 PROPOSED 20' SANITARY oN SEWER EASEMENT / NO OFFSITE EASEMENT \ -° r- REQUIRED ON PROPERTY \ G \ \ I o 1 NO OFFSITE EASEMENT - RTY REQUIRED ON PROPS / i VDOT R/W NO OFFSITE EASEMENT REQUIRED ON PROPERTY - - - _ NO OFFSITE EASEMENT REQUIRED ON PROPERTY W w � w °C w m a w m a w - SDMH - TOP - 50 PROPOSED TIE-IN TO AVINITY ESTATES MANHOLES \ 01 \ ��2 .0N w / \���m� N \� /'� \ / - ,' _ _TMP / - P go, ! / HATMAIKER !/IATION, LLC ° - \ d w d w �� PROPOSED SANITARY / / vp1°NP ���� SEWER EASEMENT - / - TMP g1-16B \ / - ALFRED L. AND \ 99--3'5M __ --_- GRACE D. DUVAL D.B. 1977 G..416 PL - - �� �� k' ,- \ 1 C/O GRACE O'BRIEN D•B• 391 P. 525,"527 T - 0.02 ACRES \� \5a �j b \ JOYCE W. BERRY \ _ 1 D.B. 402 PG. 389 \ --- - D.B. 414 PG. 515 D.B. o P. 264,26 PLAT D.B. 390 P. 267 PLAT 1 - w _ V \ \ A D.B. P. 250 PLAT __-- �w V V 321 - ILu - I \ TMP 91-16A1 \ PRAPHIC SQ/AI,\E - -- -- ALBEMARLE CARTER MOUNTAINS \� \ s0 MANAGEMENT CO. LLC \ \ 0 /z' 50 \ 100 \ zoo I 1 _ - / D.B.3480 P.68 - - D.B. 1080 P. 173 PLAT X \ VINITY A ES _ / 1 a 1 - w m 00 O N °r,° IN FEET ) - -- � / / - - � p o ' N o inch 50 ft. - ---- 540 NOTES: I` 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. CM FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM ' CV CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & M SPECIFICATIONS, SECTION 302.03G. SANITARY SEWER MUST BE PROVIDED. III- z w w 530 w N J J w w un NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE 1z_ N o 0�/ J W Q LL 525 SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. > O I � MH-6 MH-7 Lu � AW :.5 :2.86 J z RIM:Si8.25RIM:516 J INV IN. 509.87 FROM MH-7 INV IN. 510.95 FROM MH-8 Q Q 520 INV OUT. 5og.67 TO MH-5 INV OUT. 510.75 TO MH-6 co z J MH-3 MH-4 MH-5 L H� � STA:4+S4.31 STA:6+69.io STA:8+69.99 _ _ - - _ _ - RIM:511.5o RIM-512.00 RIM:513.38 _ / O LIJ INV IN. 504.75 FROM MH-4 INV IN. 5o6.03 FROM MH-5 INV IN. 507.28 FROM MH-6 515 INV OUT. SO4•SS TO MH-2 INV OUT. 5o5.83 TO MH-3 INV OUT. 507.o8 TO MH-4 _ _ _- UJ W 50' Z (D In _ - J 510 ' J Q 3.6' 8" SDR-26 PVC > EXISTING GRADE (TYP.) / g" SDR-26 PVC 158.61 LF Qa o•S50/0 U) J z / 286.26 LF @ o•83% 505 8" SDR-26 PVC W MH-i MH-2 / 8" SDR-26 PVC 196.89 LF @a 0.53% Z LJJT LU Z STA:o+51.84 STA:2+ . / 35 55 210. LF Qa 0.51% 79 ( � RIM:493.33 RIM:497.25 V V- INV IN. 489.12 FROM MH-2 INV IN. 490.45 FROM MH-3, (n z LL INV OUT. 488.92 TO AVINITY ESTATES MH-11 INV OUT. 490.25 TO MH-1 AVINITY ESTATES MH-11 i J LU LL STA:o+oo.00 J L s 2.5 10 20 RIM:493.02 PROPOSED GRADE (TYP.) 2(0 INV IN. 488.66 FROM MH-1 / 3-7 Q INV IN. 488.66 - - - ro�-� ( IN FEET) INV OUT. 488.46 / zti�� 1 inch = 5 f t. O 1o" HDPE SWM OUT[ -ALL BARREL ORIZONT L GRAP IC SCALE N PROPOSED WITH AVINITY ESTATES 3.5' MIN. 490 50 25 0 100 200 CONTRACTOR SHALL OBTAIN 8" SDR-26 PVC AS -BUILT INFORMATION FOR 179.71 LF @a o.63% ( IN FEET) u MH-11 PROPOSED WITH AVINITY 1 inch = 50 f w w ESTATES PRIOR TO TIE-IN. 8" SDR-26 PVC . o W 485 47.84 LF Qa o.540/0 a u=i JOB NO. 182157 I M N ci n M N 01 n, r1 Ln �O 00 Ol O O SCALE Cl) co0) M N a) l0 Ql Ol Ol I� O N ci rl rl N rl N r1 rl Ln c•I "6 c•I Ln c•I 00 c•I 00 c•I Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln AS SHOWN SHEET NO. 0+00 1+00 2+00 3+00 4+00 S+oo 6+oo 7+00 8+oo 9+00 10+00 11+00 12+00 13+00 14+00 30 I a N z LJ z J -1 0 O Q) U) V) O U U) v) Q X N 0 Y 2 u) 1= 0 U 7 U) C 0 U 0 1= 0 U i 1= 0 U 0 0 c U C 0) 0) 0 v) O Q Q T 0 0 73 Q 1= 0 Q) 0 3 U 0 0_ 0 T O 0 c� z LLJ L z z LJ z J 0 0 Q O Q U N U 0 U O u) O c O rn 0 0_ 0 r'�. H0� 00 \ \ - TMP g1-18 \ WENDELL W. WOOD TURN LANE IMPROVEMENTS D.B.1727 PG. 674, 677 PLAT WITH SPRING ASSOCIATED HILL VILLAGE PROJECT \ \ P. - / �► _ SCOTT R. LLINSZ D.B. 1707 582 D. B. 1571 P. 245, 246 PLAT O C-) Lie. No. 035791,� - - D.B. 288 P. 347 COMM. OF VA/ D.B. 279 P. 493 PLAT - T � � ��c�5- / d 05/05/20 _ �SSIONAL E��S 2+00 MH-g 522 / �� i � .►19+00 s s 20+OD, s 0 - vR UT /+00 _ , w w - _ - Szo 6 o p s �O BENCHMARK IS CHARLOTTESVILLE 0 0 - , - WALLS _ /VDOT R W - n2� ° s / / GIS ROUSE-SIRINE STATION 105 INV OUT ___ / R ZO M / 505.50 - Op,D +oo wo s 4, �1y N 3882993.340 ER 15 /_ o MH-8 E � �- - PROPOSED SANITARY SEWER EASEMENT U) F- M F- u 0 u 0 - i t1�S_ _- -ms_ -- v1L �� s . 7 -_- 150y SUhir O � � 1 RCP ".. p50. ti 24"RCP 5B1 �... CO-NU.-HEA AL ASPHALT _--- �- -� SCO ¢5108.31 / / DRIVE - / S O TVIN INVO 11482334.683 ELEVATIO 5 N 27 7+ 0.15 ACRES . �/ / - 1w1 , si\ Z 0 Q W 0 W 0 > 06 > 06 INV OUT t505.a2 15"CMP DFULL OF M H _ - _ _ + �� i / GROPEN M H -7 / ,.. 1jr/ s � I _ --- - 5' HORIZONTAL SEPARATION (MIN.) 5 (4 ( °� / �.OZ�' '- SIGNS } . I _ . ,` �■■� (n Q Q � > 0 U 0 U INV IN 5 =� 5� IVI 5 S ^+OO 10 -_- of 9+00 MH-6 �3+0o S I II I COMMERCIAL BUILDING �- - �J I I I 10+00 �' TOP (LOW PT) I UT, S -- --.. _ W 0 z [] W Q W Q 11+00 _ 12+00 �_512.80 509.2i z CD INGRESS - _ _ - - - TMP go 35V � � W w w � � - _ ND EGRESS EASEMEN FORTMP9 - 5N - -pe \�a�' _ _ - - - - --.- WILSON TERMINAL CORP . D.B. 6 PG. PLAT �[ � � 97 474, 477 D.B. 440 P. 0 w 0 w - NO OFFSITE EASEMENT REQUIRED ON PR -PERTY U Q / / / VDOT R NO OFFSITE EASEMENT o REQUIRED ON PROPERTY - Lu �1�N N� NO OFFSITE EASEMENT GP M� I - - REQUIRED ON PROPERTY Q SSE \ \ I I I QU - - 5oP s \ II I \ I I I \ D.B. 0 P. 1 8 PLAT 44 9 0�� cn > w cn > w -- - TMP M / / ,9 3 --- _ HAT ER ATION LLC Ln I _ - TMP 90-35P \ I I - - o- 9 5 ,- w D.B.1977 �' _ BETTY LEE PROPERTIES, LLC I 1 \ -- E D. DUVAL C/O GRACE O'BRIEN ,% 4i6 D.B. 391 P. 525, P - -- _ _- - - D.B. 4195 PG.182 II C RAPHIC I D.B. 4�4 PC), 5�5 D.B. 390 P. 267 PLA Lu z D.B. 976 P. 474, 477 PLAT 50 D.B. 928 P. 237 PLAT I 0 25 50 100 200 -- D.B. 390 P. 264, 267 PLAT I� _ \ \ \ ( IN FEET ) CC _ _ \ \ \ \ \ 1 inch 50 ft. W 0 I \ N 0 N 0 00 N 00 O O 1 , N O 540 L9 MH-11 STA:22+12.77 NOTE: THIS SHEET HAS BEEN INCLUDED FOR REFERENCE PURPOSES ONLY. SEE MH-10 ST RIM:534.50 INV OUT.521.5oTOMH10 (yi RIM:528.86 RIM529.42 535 M I SPRING HILL OFF -SITE SEWER PLAN FOR DESIGN OF OFF -SITE SANITARY SEWER. INV IN. 520.7o FROM MH-11 EXISTING GRADE (TYP.) INV OUT. 520.5o TO MH-g m ,rn Lu z w I Ln Lu' _ / MH-g / \ 530 Nt N J Lli Ln _ STA:18+66.54 - _ - O J w ' PROPOSED GRADE (TYP. MH-8 RIM-523.00 i 0 - - - - PROPOSED GRADE TYP. ( ) N N 0 � � 5 � R M-56o.33 26 - INV OUT. 8 5o TOO MH 8 w O U u INV IN. 512.78 FROM MH-g 525 > 0 < I MH-6 MH-7 INV OUT. 512.58 TO MH-7 STA:11+60.25 STA:13+22.86 / z Lu wx / RIM: 18.2 RIM:516.40 5 5 EXISTING 8" VCP STORM J J J W INV IN. 5og.87 FROM MH-7 INV IN. 51o.95 FROM MH-8 SEWER CROSSING 6' 3 > Q z INV OUT. 509.67 TO MH-5 INV OUT. 510.75 TO MH-6 i 3 7 20 81 DIP 5 (1) z MH- --- - -- - � ' g" DIP 119.91LFQa o.67% � J STA 8+6 9.99 RIM-513.38 -_- ---- \/ - - - - - - - - - - - - - - - / - 21 •3 2LF�I o.82% kD U- MH-5 H-3 INV IN. 507.28 FROM MH-6 INV OUT. 507.o8 TO MH-4 , , - _ - - - - - - - - - EXISTING 24" RCP STORM - - - - - - - -SEWER CROSSING 515 0 L1J _ - vC w - SDR-26 5.0' 8 8 j C 2 Q = (D v 1.5' 212.2 � �Lu V '� � . � 8" SDR-26 PVC S10 J 3.6' 33.�a o.50% I 8" SDR-26 PVC 240 LF W ~ Hq > Q 158.61 LF Qa 0.510/0 s"SDR-26PVC VERTICA GRAPH C SCALE U J z 286.26 LF Qa o.83% 25 5 1D 20 J Q 8" SDR-26 PVC 505 w ~� Ln 196.89 LF Qa 0.53% LU W ( IN FEET ) 1 inch = 5 f . (D HORIZONTAL GRAPHIC SCALE Soo 50 25 50 1 0 2 0 LL, 0 I..L ( IN FEET ) 495 1 inch = 50 f . fQ V O NOTES: 0 N NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 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. 490 FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SPECIFICATIONS, SECTION 302.03G. SANITARY SEWER MUST BE PROVIDED. Lu W 485 0 w JOB NO. 182157 N ci LO c-I Ln c-I � l0 ci ul ci o 00 ci 0 00 c-I 0 00 ci rn ci N M o "D N ry)o ri N Ln N N SCALE Ln Ln Ln Ln Ln V) L!1 V) V) Ln N LnLn N Ln N Ln Ln ul AS SHOWN SHEET NO. 8+oo 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+oo 17+00 18+oo 19+00 20+00 21+00 22+00 31 z LLJ z J 0 0 Q) U) C O U U) V) 0_ X N () 0 3 Y O O U 0 U 0 c 0 0 O U 0 N E O c N U C Q) O V) O Q Q T C 0 O Q 0 0 _c 3 U 0 0_ 0 T O c� z LLJ W z z LLJ z _J -1 0 0 i N Q O Q 0 U N L U O U O W U) 0 W 0 Q 0 W