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HomeMy WebLinkAboutSDP202200035 Plan - Approved 2022-12-29GENERAL NOTES OWNER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES - 404 PEOPLE PLACE, SUITE 303 PLEASANT GREEN ..PHASE IIB III CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 055CO-03-00-000A0 - STANLEY MARTIN HOMES LLC (16.278 AC) 056AI-01-00-02500 - STANLEY MARTIN HOMES LLC (1.84 AC) FINAL SITE PLAN 056A1-01-00-029R0 - STANLEY MARTIN HOMES LLC (3.030 AC) PORTION OF EXISTING CLING LANE R/W - 0.343 ACRES TOTAL AREA: 21.284 ACRES (PHASE IIB & PHASE III - NET ACREAGE) WHITEHALL DISTRICT NOTE: PHASE ! (RECORDED IN JANUARY 2020) IS 10,377 ACRES & PHASE !IA (RECORDED IN MA Y 2022) IS 4.953 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAiN AND ALBEMARLE COUNTY, VIRGINIA STEEP SLOPE OVERLAY DISTRICTS. PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENT INCLUDE.- SPI990-00103 LOD2014-00009 LOD2021-00018 SUB2015- 00029 SUB2017- 00099 FDP2021- 00004 PROPOSED USE.- 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS)- + 28 SFD UNITS (NOT INCLUDED W/ SITE PLAN) NOTE: 28 SINGLE FAMILY DETACHED RESIDENTIAL UNITS ARE INCLUDED WITHIN PHASE IIB & PHASE Nl DEVELOPMENT, BUT THESE 28 UNITS ARE NOT PART OF THE SITE PLAN. TOTAL UNITS WITHIN PHASE //B & PHASE N ARE 173 UNITS + + \ I NOTE: TOTAL UNITS WITHIN PHASE IIA: 24 UNITS (14 SFA UNITS & 10 SFD UNITS) 1 El DENSITY- ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC (NET DENSITY) 0 Lbi , PROPOSED DENSITY- THE OVERALL NET DENSITY FOR PLEASANT GREEN B/W PHASE 1, _ 1 1 + - - __ - - - - ---I PHASE ll, AND PHASE N DOES NOT EXCEED 6 UNITS / ACRE, - U _ r - '` " C, ` I ', '1 _ _ 1' +4 +� ` ' 1 1 i PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS i1 `I ❑ ❑ t � I PHASE H & NGROSS ACREAGE = 31. 091 ACRES (GROSS ACREAGE) PHASE H & IN NET ACREAGE = 30.798 ACRES (NET ACREAGE) ` ' '� '1 ' OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 UNITS / ACRE = 247 UNITS ' + , `, ' + ' 0I 1 Q i OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS -PHASE 1, 24 UNITS - j ' t E�11 PHASE IIA, & 173 UNI IS - PHASE IIB & PHASE 111 1 uc C�3 OPEN SPACE. TOTAL REQUIRED OPEN SPACE (257. OF TOTAL PLEASANT GREEN DEVELOPMENT) TOTAL REQUIRED OPEN SPACE = 41.468 ACRES x 257. = 10.367 ACRES TOTAL OPEN SPACE PROVIDED: ; 1. PHASE I OPEN SPACE.• 4.243 ACRES (PLATTED - OB. 5264, PG.297)) 9 - - - - -------- EXISTING RAILROAD 2. PHASE 1/A OPEN SPACE: 2.367 ACRES (PLATTED - INST #.- 20220005001) J. PHASE IIB & PHASE 1Il Z 870 ACRES - 36. 62i THIS PHASE - ( ) _ - %:A°:+1A,9::•::: .Lor I%3Pl'JN•�';:is'it'Y%%j1{:;:%}:t%%.:%ti:;i'{t;: ti%:: :: ;•::%:•:••:.• ° ---- ._._ OPEN .SPACE A = 0.489 = •--` �- +""` L LOr ' ' ��-sP '•b'"" -,+ - ACRES OPEN SPACE B 0.208 ACRES T I 5 Lor ---------- _ - �Lo asa ❑ r OPEN SPACE C = 1.378 ACRES OPEN SPACE L) 0. l42 ACRES 1 %' + \ LOT la ' :•::. kc: , -_ , + or +11 ul aaa IL}:?:;..;;ti}tii:'t'' 'a'.• �f OPEN SPACE E = 0.132 ACRES OPEN SPACE F = 0.122 ACRES _ - - !� + ` - Lor °' afi 1+' , - MccoMB Lor a ' _ - ;\ `k`'"' OPEN SPACE G = 0.066 ACRES OPEN SPACE H = 5.273 ACRES � a _ f.- ,Lor ,s +� s � -}.:, t.' .,. :,'i:h :/...�"... v�..¢, .� '- ,,. � ... 7 n ,..., ;lir3 .,k,;t„�•''-`-.,,-:;. ,, �,:Y .,..♦\ TOTAL OVERALL OPEN SPACE PROVIDED: 14.480 ACRES 3 I 1 - .,::r > , t >: ` f .J ,, - j P (4.92�' TOTAL OPEN SPACE) _--' - 1 I , , , far _ fs ' ��' .,.._,._. . ,� ra .: 1 i, � ,�° i , .,/' ;I °` NOTE. I f.. ` �. PHASE :- .. , , 1 ' , a' / 1 afi. , •, _ . , ;, 4 , I. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 4t L L°r L°T ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDI VISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. -_--- `/`'! _ Lor r L-- ----+--1---1--1--I•.--�.I--1--_Il♦ 'a ° /%// r'{ � �/r- / ' ' 1 ` .--' _ CLING LANE - + 1 1 + ' _ Lor - _�_ ♦ / r -r 1 rTl, 3 2. OPEN SPACE H IS THE PROPOSED OPEN SPACE LOCATED WITHIN THE WPO BUFFER (PROPOSED GREENWA Y AREA). .. f :} ,r w I - _ ti cC ' .. I wr • 'i 6 ° l./ J. OPEN SPACE F AND OPEN SPACE G INCLUDE 0.142 ACRES OF ADDITIONAL OPEN \ ' ' _ - / or � + 1. _ r i + SPACE LOCATED WITHIN PHASE IIA BUT NOT PREVIOUSLY PLATTED WITHIN PHASE IIA . ' , - - - ` ` \ ` - ; -------- or L, - r I Lor 1 ,o, , aa! /� ♦ ° 4 I l6a in,": -I- I ` ,f 7 / Lo \ \ aly ♦'. `•.- LOT : l,, l v6 , 1g'a PRESER VED MANA GED SL OPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN `, - - " - 3 > - O t ' LOT I i i63 f i LLl - / ON SHEETS 2 & \ _ - '' " � � "` -_ -' _ ' 3 AND SHEETS 11 THROUGH 13. THERE ARE NO IMPACTS TO PRESERVED SLOPES WI TH 44 THIS PLAN. + 1 z ; , , a3s 1 k<r ? �' v ^' , ra I Lor - - - _--- - - ___ - - - _ ^ a . •' aaa .r �~• 1 I 1 ➢ : (•'� n LOi h 4=f a .�'i. LOT I I I 36q I � ' - LOT I I LOT I � '',,� • �.+}ol 1 ♦ z�s \ \,2/,/ / ,�..� �`'- �:. `-,-.. BUILDING HEIGHTS.MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET _ + \ I L LlO4 o i .f�'a :, G �% \ LO. LO :•�.'•`�_.+O LOr LOT , LOT , .><: 5 L ' �/ T':':r I _ 1 a,r s :no / \♦ a3fi BUILDING SAVE HEIGHTS SHALL NOT EXCEED 30 FEET ON ANY SFA UNI T. + + . LOT 1 m: aor aay •r I '3' {�'fR:'. •n I , , I . ; y I � ,? , . j, . , , •s ,3, o , t :3I 4 1 aa6 L or i [ L i L Lo I 6a %' or r -1 0 sss I / 3aa I � L L Or a3a or 1 t Lo Lo �{,- ♦ 1 1 aa3 �+:• ✓':• / 1 ala a3 I LO ♦ O 1 - afi I L - OT 9 y3 Saa - I / 1 C" t ece.�•: SETBACK F S• FRONT: 0 5' MINI XI MUM 25' MAXIMUM FROM W 1 OM R OR EDGE OF SIDEWALK) _ E ALK - I _ l / ) lfiy I t _ I 1 L • I` OT aia - qr - 1 , 1 .e - 8. LOT - .: .,i ::. <•'. .... SIDE. NONE MIN. 10 BUILDING S \ _ I t� ,. l G SEPARATION ANY BUILDING THAT EXCEEDS 35 /N all 1 � �;:. r '� I ( LO 1 1 , 1 � a3fi - , '•/ \ F r 1 . a : •.. .. .r _---- - ,i ..:.: •.•.•.....: :, ,,... yap.. Lor Lot va l % f _ .: ••••.•:.• :.PHASE III: 1 Lor .:.. #s :r ... �. -. :..:.... ..:.-:,.-... .. -.. _ ;;. .,.. .......,.. -. ., .. .,. .. rd HEIGHT SHALL, _ . 1 . , .. fr :.., •.:::::: BE SEPARATED FROM ANY OTHER BUILDING BY 10 P a-. _ ... .. ....:.. . .... ....._, ; ! "'%" LUS 1 FOR EACH , _ _ .. f . _, .. .._ . _ >. ^., , ,... •.., ,•....., : •:::. � o • ,,...::o ::. ..i.="`r_',:. ._.. _::. :,.. _.,.,. .. .._ .,.,. ;.:•: Lor 1 FOOT THE BUILDING EXCEEDS 35 IN HEIGHT °r aaa •--.-: •.:.:.,. - I / v REAR. 20 MINIMUM 7 .. � + � •• ... � I l GARAGE. 18 MINIMUM FROM THER , ..•.:.:•.:.:.• .: • ...:, , , .,. ... ,::. :::.: 1 . . _ __ ....:.•.......• -- __ • �. ,Ni. �,., , t , t<.., / W OR THE EXTERIOR EDGE OF THE SIDEWALK -.. �\ _ A, , '>• _. >,,.. ,• . �A _ r,,,<< ,, f ,. , , a , ,b.\, ..< , ,,: .'••., - , , -� , I Lar v I 1 1 I Lm 3 E 1•' F � e 1 'o t N 6 I - - fit • �4 K - ; I \ - L s Or - 1 3 I "R "t3%L I � •. OT m _ 4- � I :•ir. I l as U m ..:4� Lor r( _ 1 PH SE II �' I A A I � L I or 6 1 ss 1 ` , LO 6 L 0 T SIZE :4 ' L - 5 \ T NO MINIM .r :. �, . , , , , UM SiZE AND NO MAX \ \ f<. 1 - + a f 1 (MUM SIZE R UIR 1 E ED e 1 �.� R Q - 1 ' t '>,r I 1 ✓ S`1` or , fii I.•' Loi a rF" 1 's I (t a RR= I I 1 .5 for 1 1 t _ I a t Lor �• i 1 1 I .. , . ! , , , { ,•,• , , 1 1 Lor 1 ��.. I I , i t n I :::•; ., `^� a (° ..t ,�1 V as 1 1 1 L 1 � • - �:: I as t 1 1 1 1 I a t 1 I - La. L I N \ 1 , - 1 I Lor-*.+i+: t Lor 1 , \ 1 L r w , , i \ 1 I I I 1 n a 1 L U + ! I S BD1 VISION ST REETS: CURB U - i C & GUTTER (PUBLIC STREETS) - - I r C S SETS .--�• 1 - 0 1 \. y; , 1 \ 1 R" ( ) I I f I �• 1 r Lar L 1� °T I '- -: 5 \ n , •. uY'. . \ ....... ::. ., , .. .- , ' : _ \ LOT 1 .-/ .;.•. ; .... .... . > \ ............. .:.. , , 4 _ . •. .. ., .. -.. -. .. •. ... •lr�,•4•+_. • Lor ht• S? .- Q <w'( : tX- a >i^rr + 1 L r - . .. - "•Y tor. L • �' F WA TRRSH D E lCK NG , , r L l HOLE C W 1 - REEK A TER SUPPLY �:. WATERSHED 1 \ ♦r t Y Q 7 L •Y , 1 1 9a 1 1 - .i s 1 1 1• + - '•t • tm ,.. 1 PHASE IIB 9 t err 1 or L { _ ar 1 c+ L f l / AGRICUL T R r:: 1 1 U AL FORESTAL DISTRICT- T.• D R C NON � , , 1 e• sno 1 1 1- ' 1 l 1 1 n a. J •� 1 yr {{ 1 • 1 :•t _ - .. ,. ... ... 99 \ 1 �• .. ... ✓: :.-. .. • . • .. .. • ••..` Lot « � . . , . . , . . , . - , ,-:. , , ,. . , . �'. ':.✓ to T TOPO &SURVEY. E B ... .. .. , ... .... � .. .... .... :���3• - H OUNDARY LINE, PARCEL INFORMA TION AND TOPOGRAPHY WERE PROVIDED BY .... , . ,.. , .�' ... , .,................. . .... 1 ......, ..... r - ._ - ROUDABUSH GALE AND ASSOCIATES lJANUARY.. . . . . .. ............... .... _ 1_ .. ..... , , .. .. • ,� r... -�-, aN OF 2019 AND UPDATED IN MAY 2022. , .. ,, ... + .................:....... • . , ... , .. .. . , .., ...:..,•.... ,::.. ., ., : "�r. .. ... .....•. , 4 .y, .< ....:::... _ ..•.•:..,,:: r- •+z-t•' .. , ...•.•, ,::.+.-: +•...:: ••• - 1': ,;(-:.. ..�. Lor ,�:.. INFORMATION WAS FIELD VERIFIED 8Y COLLINS ENGINEERING IN JANUARY OF 2022.•.+ , . +,+: � .::.;.:.:..:.;,;.. ,• ... ,. ..� .,.,.,. ;.�;.: ,•,. • .• .:' ,G.• �. (Y , -s, �? g, '?.:`y r• \.' • '� Lor •�' r t •, _ 7 • N DATUM. NAD 83 ., .• . , ,:.' :•.•: � ., ..- . , ,•. - .: • .... ;.:.. , / �t•< ...+, ... , ... .. ..�• • .' .. OPEN 6PACF,:H• .. .. ... .. .t. :. •.• ... ...,'-`^^"`1 �•`4� - 66 EXISTING VE ETA TION: A :+'� :- ,..... i ... :. ,..., G PARTIALLY Y WOODED. PORTIONS OF THE SITE ARE CURRENTLY UNDER CONSTRUCTION. - . , • , „ . -. „ , ' k``�__,_ L 1 .. .r•,=• •• •.. ' •:. .. ' '..• •. - '.' , 4UE REALTY PARTNERS LLC • -'\,-4 `rr PHASE I CONSTRUCTION..,• ..>s IS NEARLY COMPLETE. .. •. ,.� , ..�,- r. .• ...... : • .,. �. .,• • • „• ,. .. •, , TMP 05600-GD GO 11500 • • • Fop: ;.:,+i: •. .LYi: 'T:, - ---- -- <r?>a k '\ ,a•,t••.• , , • •,t „ '--•-�...- " .. ' ..• ./ -\. ••,? ...^--:-r DB 4656. PG 582 // ' ' • • ' '' • •`' '` ♦ f_.: _t • ' .' \ d - LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THEDEVELOPMENT.:. :.: • .:... 'Y . :... ::' ..: ....• :...::.:'� = . ...... . ..:... . .:.. ALL PORCH LIGHTS MUST,..._ , ,. ,,., .. ,.. , - .,: ;r. ...�'•�:,,,:., „ . , ., � ��___ ,-r:.,,t\ - MEET THE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS `- - _ • . ; :•k PARKING: PHASE IIB & PHASE 111 DEVELOPMENT 145 SFA UNITS _ 290 OFF-STREET PARKING SPACES REQUIRED , • , • • • . • • ' • •� • • • / `•`•• �`` (• `\ • ., . •' :;:;';;;; :;; ;:',�``� ; s, 28 SFD UNI IS - 56 OFF STREET PARKING SPACES REQUIRED _ _ �_' ' ' ' ' ` • • • , 1-� • \ _ ; ` \ .':", '' 4 I' .! MINIMUM 1 DRIVEWAY SPACE + 1 GARAGE SPACE - -- 'v' ~''''''f'�::;r PHASE 11A PARKING: 24 UNITS 48 PARKING SPACES WITH GARAGE & DRIVEWAYa TOTAL PARKING PROVIDED: 394 OFF-STREET PARKING SPACES - _ _ _ - �' , - _ -� , _ _ _ __ - - �- - GUEST PARKING SPACES REQUIRED: 1 SPACE PER 4 UNITS (145 SFA X 1 SP/4 UNITS) + I p + F-D PHASE IIA GUEST PARKING (14 SFA x 1 SP/4 UNITS) = 40 SPACES TOTAL GUEST PARKING REQUIRED (PHASES IIA, i0, &Ili) = 40 SPACES REQUIRED GUEST PARKING SPACES PROVIDED (WITHIN PHASES IIA, 11B, AND I. ON-STREETPARKING ALONG NG MCCOMB ( 31 SPACES 2. ON -STREET PARKING W BUMP -OUTS LEXI,MERCER, HUDSON&DUPREE)= 17 SPACES ' 1 ( t ' TOTAL GUEST PARKING PROVIDED = 48 SPACES Cj T-6 l - O ', // TOTAL PARKING REQUIRED: 394 SPACES + 40 GUEST SPACES = 434 SPACES C7 TOTAL PARKING PROVIDED: 394 SPACES + 48 GUEST SPACES = 442 SPACES �`J l _ r ' ' \ '� ,� Q� •'•. ' ' f` ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEETis , ,' r ' r I �� ✓ ��\ x' 7 FOR SIGNAGE ALONG MCCOMB STREET. PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY THIS PROPOSED _' I PLAN INCLUDES PHASE IIB & PHASE Ill. PHASE l IS COMPLETEn, AND PHASE IIA IS '7--- ^ - - - CURRENTLY UNDER CONSTRUCTION.jjjii BUILDING S/TES: PARCELS 103-247 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. - _ - ` - _ _ ,' rr 1 ' ' " • . 1 BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WIT H THE DEVELOPMENT. SEE E EXISTING CONDITIONS AND SITE PLAN SHEETS FOR L OCA TiON OF CEMETERY, STREAM BUFFERS' THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP1151003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA TION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE IIB & PHASE llI WILL ADD TO THESE AMENITIES WITH A PASSIVE RECREATIONAL AMENITY AND AN ACTIVE GRASS RECREATIONAL FIELD. A TRAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE NOTES: TRAIL. 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 4) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. THIS PROJECT AND THE MODELING OF THE DAM INUNDATION AREA HAS BEEN REVIEWED AND APPROVED BY DCR WITH THE PRELIMINARY PLAT AND HYDRAULIC ANALYSIS OF THE DRAINAGE AREA AND FUTURE ROAD CROSSING / ROAD CONNECTION TO ORCHARD DRIVE. BOTH THE SUNNY DAY DAM BREACH AND THE PMF DAM BREACH ARE SHOWN ON THIS PLAN. 5) SFA LOTS 103 THROUGH 161 AND SFA LOTS 170 THROUGH 176 SHALL NOT RECEIVE BUILDING PERMITS OR CERTIFICATE OF OCCUPANCIES UNTIL THE CONNECTION TO ORCHARD DRIVE HAS BEEN CONSTRUCTED. THIS CONDITION ALSO INCLUDES SFD LOTS 83 THROUGH 102. 6) THE SIDEWALKS AND STREET TREES SHALL BE BONDED WITH THE ROAD PLANS. SHEET LAY" T NOTE: IN ACCORDANCE WITH T INTERNATIONAL FIRE CODE O � HE 2018 SCALE: 1" _ OO' FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE FACTOR = i.5 DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE TOTAL GROUND FLOOR AREA = 2r55o SF CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS TOTAL AREAS OF OTHER FLOORS =1,77S SF PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE TOTAL BUILDING AREA: 4,625 SF EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY REQUIRED ISO FIRE FLOW = 3.,5oo SF ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ONSITE IS 1,925 GPM AT 62 PSI. (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF IMPERVIOUS AREAS. CONNECTION TO THE DEVELOPMENT. PROPOSED ROADWAY AND PARKING L 0 T 40,620 SF PpnPn�Fn glnFwei A, iR -gnn cr- . TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 264VPD 21VPH 28VPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) . (18 ENTER/10 EXIT) CODE 220: 51 NGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 1062 VPD 67 VPH 82 VPH PROPOSED - 145 DWELLING UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 EN TER/30 EXIT) 1,326VPD 88VPH 110VPH TOTAL: 173 PROPOSED DWELLING UNITS (663 ENTER/663 EXIT) (20 ENTER/66 EXIT) (70 EN IER/40 EXIT) *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 OVERALL DEVELOPMENT PLAN 4A OVERALL EASEMENT PLAT EXHIBIT 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES &DETAILS 15 NOTES & DETAILS 16 ROAD & WATERLINE PROFILES 17 ROAD &WATERLINE PROFILES 18 SANITARY Y SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 DRAINAGE MAP 23 DRAINAGE CALCULATIONS 23A DRAINAGE CALCULATIONS 23B DRAINAGE CALCULATIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 30 TOTAL SHEETS T T►, f-1 T, A T T) EDGE OF PA VEMEN T CURB PROPOSED ASPHALT PA VEMEN T ;:::::;;:::-:`-i EXISTING VEGETA TI VE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT �LI 0 u DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN VDOT STANDARD STREET SIGN EXISTING CONTOUR 260 PROPOSED CONTOUR 280 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TB(:� DENOTES TOP/BACK OF CURB T B DENOTES TOP OF BOX 506.71 TW PROPOSED SPOT ELEVATION 506.21 BW TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES a PEDESTRIAN AND VEHICLE ACCESS • PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO o0 OO 0 OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ti� �), , 12 zc/. 2,' PLANNER&ONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION , HEALTH DEPARTMENT 9SCO)TT R. 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L5 27.011 N58°29'14.98"E L4o 16o.00v N65°z4'o9.64"W CS 225.685 3o6.500 04z.1886 D 055C0-03-00-000BO CROZETCROSSINGCOMMUNITY R-6 4.18AC 2228/122 /,' 1\� _ }I \ I ,�-- I / I } I_} } _ -- -- C__ �� ]�29�22 - _ - O L6 49•00o N75°23'11.48"E L41 8os60 N68°59'oz.64"W C6 13.883 333.500 v0z•3851 E 055CO-03-00-01700 MORGAN, TERESA R-6 0.28AC 1407/560 - \\ I_ - �'' I t / \ I \ r- ___---� \ \ \F Y''a"_ _ ___ _._- �' L7 5.790 N14°36'48.5z"W L4z z56.839 N63°2o'2o.64"W C7 15sz9 23.500 036.885z F 055C0 03 00 01800 GUYTON,JASON RYON R-6 0.28AC 4002/047 \ I / \ } _ --- V - - -_ -"'- NAL \ I 1 L_- - \ L8 No6° 1'02.28"W L 2.001 N6 °2o'2o.s "W C8 133.345 250.500 030.4995 G 055CO-03-00-01900 RICHARSON, ELLEN M OR ROBERT M R-6 0.27AC 3472/007 ___ �_ - \\_ II � i / ` \ / \ \ } - -_ _ - 9 773 3 43 5 3 4 _ I ° ° H 055CO-03-00-02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 I \ -- ` \\ I \ \ ' _ --' ! _ _ _ - - _ L9 59.236 N04 54' 39.21"W L44 3.345 N67 43' z1.58"W C9 50.043 5z4.5oo 005.4667 ,1- - \ } \ I \ _ - - - _ _ - \ / 055C0-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158 `\ "J �\ } } \ \ ` � - - , - /` \ - � - - - - -- - L10 1g.8o5 Nz5° 29' 25.8o"E L45 282.483 Me 42' 37.81"W C10 17.510 12.500 o80.z6o8 - ' \ } \ \\ \ // \ _ _-- _ - - - - - - - - „ J 055C0-03-00-02200 CROMER, SHIRLEY H R-6 0.29AC 1337/295 ��\ } `\ �•� _ , \ __._�! _ ', L11 i6.426 N25029'25.8o"E L46 50.02o N56156 39.64 W C11 3i.864 225.500 oo8.o962 - _ _ ._--_.-------.----- K 055C0-03-00-02300 GREEN LEE,CLYDEVORCARRIEL R-6 0.30AC 1352/322 \} `'�-\ \ �} \\ `�1� - - -"-----\----._------ � - \ ... Li2 77.486 S510 23' 59.03"E L47 226.800 N540 53' 37.64"W C12 13.612 485.500 001.6064 � \ 1 \ \\ } _ _ _ _. __ _ _ _. _ - _ L 055C0-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27 AC 4388/295 11 I \ \ \ _ -�n- _--_-___----- L13 43.130 538' 38' 26.o3"E L48 119.985 538° 38' 44.36"W C13 36•238 47.500 043.7117 M 055C0-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27 AC 1383/377 `\\ !'1 � � , }\\ \\\ ,// l �- `' _ L14 29.44p Sz1°0z'o7.o3"E L4g 10.667 N49°55'So.61"W C14 39.188 57.500 o3g.o488 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 \ /' --\ I i }\ 1 \\ !! _ __--- -- - -- 11 !! - -_- r' � Lis 13.810 S21° 02' 07.03"E L5o 50.021 S41° 52' 47.11"W C15 21.338 47.500 025.7385 O 055C0-03-00-02700 THACKER, DAMES E OR BERN ICE E R-6 0.24 AC 1870/153 \ ,' II } } I ` _ _ "- I // ,,/ //' 'r w } } I \ ! - / � L16 42.98o 512°51'1703"E L51 151.783 S38000'58.30"W C16 51.576 482.500 oo6.1245 P 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 \\\ /'r I \ / `i I \., ,-, ' ' - _ - /// /'/ ,,, - /' O L17 89.730 S380 37' 40.97"W L52 21.412 N450 25' 44.2g"E C17 8.232 84.500 005.581g / . I 1 / '\ _ - - - - - -- - _ - ' __ �l _ - / /' � r \ w - V Q 055C0-03-00-02900 VONN, MICHAEL E R-6 0.22 AC 5023/422 I \ ,/-' _ // ! - -x _�___w ____� -w Q __ L18 38.520 Sol° 33' 2g.03"E L53 172,3v0 N450 09' 5z.23"W C28 57.756 722.500 004.5802 R 055CO-03-00-03000 LUECKE, ROBIN J R-6 0.31 AC 3612/210 / / "��� \ oF`p -� ___/ /_--- --w -�`�w ! / - � � II / \ I _ EX15i1NG RAtt R ' _ r -. --- x / w 1\ ._-_- ___- ---- j, `__ a L19 9.9go S18°u' z5.o3"E L54 1oo.oao N43° 29' 52.23"W C19 46.991 1472.500 oo1.8285 S BUCKI NGHAM BRANCH RAILROAD \ \ / - _ / 11 (\ _ - ' _ /' / o6 a _ - _____ - - :�:___ __ z c/i L20 51.209 S18° 11' 25.o3"E L55 203.3oo N42° 56' 52.23"W C20 287.432 3822.470 004.3197 / -11 _ - - 9 95 9° 4 ' S 7 s 5 44 5° 59' 4.77' 4s 7 / / U R°I� S. 1V ' ° - ` - ` ' -' --�! / PORTION OF EXISTING 6" DI WATERLINE AND j o L2i 10 6 S2 6 0 . 8'E L 6 2. O N2 2 E c21 ss. 1 1 2.000 p22.8o2p EASEMENT LEGEND / \ RP jE4° ,' �!_...---` - _ 1 n. �, > \ / \ sSP - _�-�'"(- / \ ❑ / / EXISTING BLOW -OFF TO BE REMOVED. EXISTING 0 L22 34.249 S29°46'05.78"E L57 72.833 N44°15'26.84"W C22 67.795 228.000 017.0367 \ / \ �- ! -r` 1 1 // 1 _/r / VACANT SERVICES SHALL BE ABANDONED. U co } A. D.B. 5264, PG. 2g] / \ \ \ ` - _ Il.�- t , -co ,f / / � V) 5 Z L23 36.467 S41° 3z' 01.15"E L58 13.353 Sao° 55' z2.v4"W C23 155.o8g 7z2.000 o1z.3o74 / \ } \- ' -- - - \ / in , r'' / ,/ / / / , B. D.B. 5537, PG. 745 \ / \ _ ' \ ,. ,/ _ _ \ / \ - -1 o L24 49.073 S13020'54.59"E L59 113.597 S81°o8'12.o8"W C24 14.536 23.500 035.4403 D.B. 12rj5, PG. 413 & D.B. 1396, PG. 6g \ /// } ! / \ ' L2 .1 1 Sz ' 02. "E L6o 7.872 N77° 21' 56.41"E C25 187.111 213•50o v50.2239 D. INSTRUMENT # 20220000 001 .' ''' / _ \ - 1 / \ /' / / - V) Z � 5 73 7 5 55 93 5 / " 1 `�' _ - - _ H �" / / �-+ } r - \ 1 6.0 0 526° o ' 0.1 "E 101. S ° .81"E zo. o z . o0 0 .8 \ = ` � - � - '- - - - IV z / / . ,..7-5e'/'- P�� W E Lz6 3 9 75 5 L61 434 47 35'S3 C26 44 3 5 49 345 �-' .- \ __ - 0 / r .- ) - , \ _ } R \ / \ / /._ - E2 w E / 1. GREENWAY EASEMENT \ '. ; " , �- W m L27 175.200 S46 33'18.15"E L6z 8.083 S12 z4 o6.1g"W C27 72s58 275.500 015.0068 \ r- t ,! - , � I 1\ / i 1 '__ / f /f / F,f..,,/;: Tye J 2. SWM EASEMENT ' _ T y,L/7. o S 6° z' 1 "E L6 z 8 S 81'E C28 34.510 268.5oo oo7.3642 r ,_ �' I . / \ L -� \ / i .' / � f'� / /lam '�' ' pC Lz8 145.47 5 3 34. 5 3 33 9 47 35 53• Ce 3, 20 UTILITY EASEMENT (PUBLIC) �' -� ' - , \ \ 1 \ / \ _ " =-/ 1/ /�" I j / -C r L29 97.aoo N57° 4o' S3 85"E L64 g.819 547° 35 55.67E Cz9 244.384 424.5v5 03z•9848 r \ � _ }' / / /// \ \\ } / \ r ' �; - -_ / / / " , /,/ � f 4 20 DRAINAGE EASEMENT (PUBLIC) \ / , / , r' _ J/ " '" , �` /�f/%, ; \ CULVERT o _ / / w /, / , / \ \ \ - / /e, / / ///' / / / , \ \ PLEASAN W L30 81.000 S71°16'41,15"E L65 15.374 514036'48.5z"E C30 14.029 23.500 034.7046 S. 20 UTILITY EASEMENT (PRIVATE) \ � / ., ,:. / ` / / ! \ 1 _ /j %i f' f / % ' / 1 } V) .'`� ,e ,� --i / ;' \ /! ' r 1\ `- S- " - - /, �/' r / / / / �/ �� t \ PLAN - SU �, 6. 20 DRAINAGE EASEMENT PRIVATE ` '" L31 240.000 552° 54' 1g.15"E L66 27.000 S860 oz' 1g.o4' E C31 15z.86o g63.5oo a09.0900 (PRIVATE) I X _.,. % " / / ! / 4 ,' \ - =^-_ v r- - - - _/ I l '/ f , / t ` / %% / I W // % \ L z 16 .000 S 2° 0' 0.1 "E L67 10 .428 Nz5° 59' 24 77"E C32 3z.624 23.500 079.5415 / ce `' !r � . j / .1 1 / \ ,, i 1 , �, ? _ _ w r 1, ! /„ / 1 3 9 4 3 3 5 5 � \ -�. _r'- - % % \ 11 L33 196.oao S45°45' 18.15"E L68 259.000 551 04' S2.z3"E C33 4.875 333.500 000.8376 lf, -, :i _ /_ ' / ! / 1 7 �-' _ / J J J/y{� /// ,�� / l / - i - J r 11 L34 235.000 S37° 33' 38.15"E L6g 516.079 N45° 55' S5.49°E C34 180.767 306.500 033.7919 % / / - / \ / } \ !„ \ / / / \ , - "I - I ; / ,'` \ %% / ' f'/ / ' C L 8 O 582° 22' 1 1 E L O 1 682 560° 2 2 W - ,. / / / a %�� �3 "/ \ / _ / / , -- /��%/T% `-- / 35 7.53 4. 5" 7 93• 4' 7.57" i / -."� r� - /' ' ` / _ , � , "I � -_ .1 \ i'l ,iz(� - - \ \. _ �-�-� > I �_ / + ` i ! l �- ` EXISTING CUL-DE-SAC EXISTING CONDITIONS LEGEND < -- / /! 1 - - // " I ` '__"--' ` / / W /� TO BE REMOVED WITH ` r.<5 ' - i ` / / \ \ / / - , l } -_ �- /r _ - 1 / \ r \ // ' rn i /' r' � ,-,I \ / \ /' ,- '� `.�`-,�"�"� - --`,:, U, , !/ % " •�r� PHASE II CONSTRUCTION A. PROPOSED UNDER PLEASANT GREEN PHASE I ' .'' r' - } \ / / i ' '\ ``` '� ( Q ; " ;' - N N ROAD &UTILITY PLAN (SUB-2019-00071) / \ // / EXISTING DRIVEWAY SHALL BE MILLED \ ` / XISTING 8 DI WATERLINE STUB / 1 , i EXISTING SANITARY SEWER Q -- -- ---' - // , \ r- -F & OVERLAYED WITH NEW PAVEMENT, - / / / ,' 1 / REMOVED AND EXISTING o _ N B. PROPOSED UNDER PLEASANT GREEN g/ \ ,- , / _ } TO BE REMOV / / - AND CONNECTED TO THE PROPOSED I / ", - / EASEMENT TO BE VACATED CONNECTOR ROAD PLAN (SUB-2olg-00058) .1 !' } / \ ! j os�o Eti� I \ \ / \ ,,- r \ \ / / --"� \ ! ` ' -= ` / EMERGENCY ACCESS ROAD '/ I } '/� '� '' ` C. PROPOSED UNDER PLEASANT GREEN PHASE II /`/ ,' -- < / G\}�,�R�+,�Ss� j ' ' \ /p r ' FINAL ROAD PLAN (SUB-2o20-00226) / \ r7 '/ E�s�a�E ` / / ! / ^` / __r'"--- / /', /11 / _\ r / \\ r' \ , -'\' /f0 / - - } -. ' // � U / \ /, - /, ` E 226.e S �,...� =,r- /� 1 _. PI lf1JL �� //r ROADWAY !, /I } ,ate- ' - - 1 .- - --- } r r\'5338 - ��`�`-_ // 9~ _ _ r /, - ,.- / 11 / \ / r ',r�"w"i. �� s l - - �\ \ , N ! / \ , / / ) , f - / / / S _.'ter s _- _ _" `��� / / /// / / /, / / 1. MCCOMB STREET ROAD CONSTRUCTION _ - \ V I/ _ -.m. 1. 2. ALSTON STREET ROAD CONSTRUCTION / , \ �9 .�" _ -} / - , � ,___ - , - --. --, ,- - 3. RAMBLING BROOK LANE ROAD CONSTRUCTION I. ` __ ----- - ''� - .. f,'%'`. } ID \ "} 1 5�---� -, T . r ._.w.�.... __ - Z,=..-,,:.P-w....�'"�_ /r �'a� - - ` w,�. r ✓ . __ _.. -- -_ . / -- . _ .- - - _ \ / - - .. r , -- (�)_ \ - ' Iqr ./ `� I -' __ - 1 -. r .jay"" . __' -3,W /' r , / _ r o r / 4 DUPREE STREET ROAD CONSTRUCTION � - \ �-`- f-.-. - , } _ \ (D \ -S - _ ) ,, , .�m--,, ! . m / / \ I \ / ` --.- 1 �" 1 \ - ' /'- ,' S i'� - ' I / I „�' ,'/ 3-C f -- / / r /-- - '.}h,-' S.LITCHFORD ROAD CONSTRUCTION ! \ ',-�' - ' - \ - - �_.\'_w - - / � '-� -- - - - - - M,/` '' � `"' \ / v ,' "" "I / ,.\' ,'"' \ 11 \ � .j/ /� S "{/ f ' !� -.i' .i'� !' / ,/! '�,/'- i !/ !! / /--- --_- _ i' V/ .of ' N UTILITIES r \ _ - + zI S / �-_ r r .'a,` r / %' -/`� +�, !/ m� 1%:- /+' `, \ !// //r / ' -� C- }' \ ' -1 SSE ./�"'--'��� \�' �pwW✓r rr! // ///J /./ `fir/ \ / /! /// ! \~ 6. 6" DI WATERLINE ' - y - _ _ _ ' 1.. , O / ae ,. ° / ..-'' -- / / `'°\w..,,,.v° - - ,"ice -��/�' ,! r'/ " / / .r " x / ! / - �• NI _ .> f ��/.. ! ! _� _-_- - - ` ",/ / i f ,EXISTING SANITARY SEWER r � , ` / / - ! \ J ]. 8 DI WATERLINE - - - ''• _ - .7 `,., - -� \ \ �,� - ! ! EXISTING MANAGED - _ _ 8lo.. 12" DI WATERLINE /� / -' / \ �� > - � :- .�-,, ", '' ��`� �' / ,// \ ,'' -___ �\ _ -- ji-s - -�"d�" �' 19 / /!,.'°� /r /!' MANHOLE RIM ELEVATION ; ,' / rr SLOPES (TYPICAL) ,r' / !� ,/ "I _ _____ • _ - / ry " r .- - / / \ - s - - ` i r ,r�' / , TO BE MODIFIED 1 ,/ ,' /' / \- - f / /f ! r` w11 N __ g. FIRE HYDRANT / / \ \ = - ! r r, \ vzJ \ S/ �;�r� - " ° . �� ` / � / / / -- ( / r / .z_' ---- _ ' N 10. BLOW -OFF k ' / i \ - �' ,/' \ / .1 / \ ' ,rr \ ,/� � - __ - "� �/a ` - ,/ /! I ,/ ,,/ r! /' // !/ / �_ ' r/ ./ f W� = w' 0�\ ..� \✓/ - ! ./ ' - / - - / LLB --I- ~ `' ' V ) 11. SANITARY SEWER SYSTEM \\ / ` _ i -' ,j/ `� 0 S-�'��-� STANLEY MARTIN HOMES LLC '/i /' / 11 , /'/ // / �/X �X-____ / -�/r'/ / �'U- =' ` - __ _ N ---.. /�� / i/� - / \,, / �' /, /r 1 , .11 / /-' �- - i_ ( .._..__--_. -_-__ TMP 055CO-03-00-000AO /' / ,' // ,/ // �/ %y\ ,/ /-- ' j1 // /- _i- ff� I EXIST N ` l - r \ / \�.1 ` / o ,/ / / --' S - _ - - / _._- ,,' / I/ / ' _'- , / ! !" _____-_- - ... _1_ -''`-•.I I 1 t / ,- -a-'.LLD 1 cJT ` v DRAINAGE \ - 1 \ / ,' \ \ _-/ �/ _ '{ 16.28 ac. I /' ,'_- -X,' ,' , �'''`;_.•�/`.,' • rr' - LLD \ _ \ / \ / �*%- ^r EXISTING SANITARY SEWER INST.#: 202100004144 / / - , ! / / I /,- 19 . ��? FROM STREAM BANKS, Q 12. STORM SEWER SYSTEM \ ,- - -- - -- / 2�E S - - __ - ___ - _- � ,- , `/ _ , , - _-•• / ! ! \ r / / / -- . , ,- �. � - / \ / ,/ d - - ----- X I WETLAND AREAS AND 100 ! �� ,,i���~- MANHOLE RIM ELEVATION ! < / / \ 1 GRADING �/' ri 'r- - /'/ /' r' ' r` -' ', �__� 3 TO BE MODIFIED - X/ / ,/ ,, ,' '' / .-' ,•�I /" - � '',`l, ', I"�. _""`""�:-..�,W,__. � I \\ `\ \ ,^ � � / / '�/ ' -r ,/ \ / \ i` , \ ' (�) r" - _ �y{ \_ _- `--.___ __ ----- ------ _ _ !\ -�_/ /' !/ , /, , / ,' ,, ,' / �! �` / /-� /- rT ram' "7\ \ �- , ! 14. CULVERT \ , / / - ' - / ` G' - ; -� ,�� - / ; _-' - - �� • \-----/,.yLd ` / ./ 11 \ / / \' � - _ _____ __-_._-----___..._ _ ! EXISTING FENCE a - , / / l I \\ .,�- _1 WATERSOURCE // \ s . /,/ \ / �' / TO BE REMOVED 1 Y .---'~► �T' \ �2;, - J / `l,. y`>/ -----'-� !� EXISTING SANITARY SEWER i -� rr' !, _-- --`� �_ t/` - - - - -- / ___/r `�� �- / r' i !' _�-- __.' � r / / `��--,/ % / 0 0 0 0 0 0 � � C / 15. STREAM ` ' ' //' /' ` / O MANHOLE TO REMAIN ! � �' /11 ` // 11 .- _.._ / / _ - _ ___'•_ -- 8----- ^-` /! // / !! /` ,. -- _-r _ -' I rr� `f11 ' -'' ` , �! o ° � Q °a\ z_ _ -` �\ 16. FEMA 10o YR FLOODPLAIN !, ' %'�' �'�' / �, - ' "� �- -- - __ _._ - - _-------- - --- - -\1 - r' ,, _/'� -- _ ---. / ��� / id 1, ---I- - -_- �� Cn /' / f it \ I! / / _ _ _ _ �" / , / / , � -- ✓ . �, �,a,..... .,� _ Q LL 1 100' STREAM BUFFER \ / / , \; � , \ / /� ,' ! 90� / �.. ,' , .' / - / _ ,- __ _-' - -- - - ----- ' / ! ,' / ,-- - r ;/ . 0 0 0 ! , _ �-g.� \„cam . W.. 18. LIMITS OF FEMA FLOODWAY ; ------------\` '�' T ` ,/'' ' \ / < ,\' ,' ,! _ -- - - - /r'^ / /' /•' /' /,, / - -',-.a o - J I '-' ----�,- °' ° o��a - \ / -_-=- ,ti , / !� { / / / _ EXISTING 10o WPO" - / / , ' / r'- 'r,.'� o-° i . .__ a" - 19. LIMITS OF SUNNY DAY DAMBREACH S / \ / -- - - _ - -- _ L9 - !` --- - � � s - �.-- = - =• -- - / / 1 / /,r / \ ,�°' PORTION OF EXISTING SANITARY SEWER TO �,,.- `} STREAM BUFFER - _ ___ . / !' // /' !' / / !! / , o' , �'� _ - -- / -`� -�� ,;:�,, �' % r\ Q 4. �' o C / \ BE REMOVED AND EXISTING EASEMENT TO FROM STREAM BANKS CONTIGUOUS_ - `` ! / --' ` -- - ! , ,! , ,, - '`�` ^• 9r •. , Is / ' -'' ` ,/ ,' ' -' r' t � ___. _ �'--740--• r ,/ r /' // ,/ O O ,' /-'-.�-'' �� !' } \\ :r'< \ -- 1. 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I 1 I I 1 _ I I I I o/I I \ 1 I 1 I I I � I 1 / , I I II I \ I I I I 1 / \ , I I I ! �`J 1 �-7 .�� I I I I I I I , I \J J I \ ____1 1 F f_�I II\\11 ` 1 I I I � I L I I I 1 1� r I z 4�� W 1- 1 V) z 1--- 4 LL I 1-4 66 co 1­1 p---q rrW V/ i m z W W z Q rI / W I n li z 0- z 0 00 G LU 0 06 V) z o_ 0 z 0 U 0 z_ (� V I X Uj V w t 0- V) JOB NO. 182154 SCALE 1" = 60' SHEET NO. 3 0 I — u SCOTT R. LLINSZ u No. 35791 ll� 0 12/05/22 IONAL 'Fl 2o'ACSA UTfEITY`-E7ASEM-Ef+T-------`l 6'PRIVATE LANDSCAPE & INST. #: 202200013377 ------- V R ID H PUBLIC SIGHT MAINTENANCE EASEMEN D S M T LP-RfVA-TE-DRAlNAG` ----------- ------------- :::[::��NA E N T #. EASEMENT I RIV[ATE RAI� I ST. : 202 0 1 377 L INST. #: 202200013377 VAR. WIDTH PUBLIC EASEMENT 6' AT �NPS SIGHT DISTANCE EASEMENT INST, #: 202200013377 2o'ACSA EASEMENT INST. #: - =337 10 P IVATE AIN G mparT -� 4 INST. #: 20220001-3377 2o &PRIVATE LANDSCAPE & UTILITY EASEMENT INST. #: 202200013377 VAR. WIDTH PUBLIC LSI�Hl[ EXISTING RAILROAD MAINTENANCE EASEMENT INST. #: 2022000':L3377 DISTANCE EASEMENT INST. #: 20220003-3377 2o'ACSA OPEN UTILITY EASEMENT INST. #: 202200013377 --SPACE D---' INST. #: 202200013377 0 6'PRIVATE LANDSCAPE & (0-142 AQ LOT LOT OPEN MAINTENANCE EASEMENT io' 44E SANITARY (0-:L92 AQ INST. #: 20220001-3377 0 Lu U) LAT� RAL EAS E M E N'l :Lo'PRIVATE SANITARY INSI. #: 202200013377 0 Lu LATERAL EASEMENT 2: -j 4ST. #: 202200013377 < 0 F1 Lr) < a- < Lr) C6 U < < 0 0 0 20'ACSA LL UTILITY EASEMENT > ,:Fo LU INST. #: 20220001337 co 0 -ff77 ------------ 'Tr-- U '-777 Ln Lu 161 Lu V., \ -i < c� < E 0 INSEME PHAsE i Ln Z Lu Et I LOT L F 'AHlyl- v I i I-P IVATE1,ANDSCAPE & > < ui, ui ki, 04ITS, ui MAI NTE NANCE.EASEMENT > , I z ldb I ; . =1 ED < 0 F-.� � INST. #: 20220001,3377 Lu 0, 2-XIT �,Iv L, La MAINT M ui EN ce < Lu U G) .7 Lu I %j j u- R I k--i AINA E ui > NT LOT (n LU E-M, # 202200023377 > Lu LIMITS 0 PMF o'PRIVATE D �Al DAM B H EASEMENT Mi. FnINAG �9'ACSA U 20'PUBLKDRAIN E 2022 377 \EASEMENT E,�SEMEN INST. #: 2U r ASEMENT N$T. #: 2 22000:13377\ 24'AND VARIABLE WI` T PHASE 7-7 PUBL�C DRAINAGE EA NT INST. 20: Lu r%j ��OO 7-, m C) 38 T-A LOT 8, �/ x/l OT C3 LOI go P1 91 LOT 92 V RAIN LOT L LOT OPEN (1-378 AQ LOT LOT s 23 -- oEf-" VAR. WIPTH PUB MM f L'C MENT ui T N\-�VARIABLE WIUTH SWM` (N FOREST & OPEN CD LOT vARIABLEWID UBL H P` 910 SPACE EASEMENT E)�S"8 Iff INST. #: 202200013377 SWM FACILITY, ACCESS, `AND MAINTENANCE EASEMENT LOT INST. #: 202200013377 OT W M& 1 7"T LIMITS OF SUNNY DAY LOT < swm 49 < DAM BREACH V.: 4 E WALL �& Sv VAR. WIDTH PRIVAT LIMITS OF SUNNY DAY' #4 MAINTENANCE EASEMENT SF P INST. #: 202200013377 SWM FACILITY, ACCESS, e Va. "0 CD 0 VARIABLE WIDTH PUBLIC a a IT IrIff WER N, 011TRAUTf AND MAINTENANCE EASEMENT a a a x --------------- VARIABLE WIDTH PUBLIC %a a INST. #: 202200013377 a ui a SWM FACILITY, ACCESS, --- ----------- VAR. WIDTH SWM FA AUER= AND MAI NTE NAN CE�!EA. EM.E MAINTENANCE EASE y. @INST. #: 202200005002 b INST. #: 20220003-33 41 C6 10 CO j: x -LJ > ci ACSA UTILITY EASEMENT tE:4 LLJ LLj SIGHT DISTANCE EASEMENT un 0 0 PUBLIC DRAINAGE EASEMENT uj os 0 PRIVATE DRAINAGE EA' !>j SEMENT M U) I SWM FOREST & OPEN SPACE EASEMENT a Lu SWM FACILITY, ACCESS, & uj MAINTENANCE EASEMENT > if. 1 .4, LANDSCAPING & MAINTENANCE U) r EASEMENT 9 WALL & MAINTENANCE EASEMENT A (D C7 C) uj _r-�-77r EXISTING ORCHARD DRI j 0 ME �1� 0 80 ED RA�HIC SCALE 0 40 110 160 1 inc f L. 360 'x Lu uj 0 LLj u JOB NO. 182154 VX SCALE I 8o' SHEET NO. 4A o �' CE' I zoo \. `. a, \ - >•. N� p�SCPN z4+oo z3+5o l =t ' --- _ p '` :� ~\\ `"I � � � NOTES: NOTE: VISIBILITY OF ALL MECHANICAL ,G i� (P) VDOT STD. . ' .;I, I �' �_- R __-----_--- / \`\, N \ - r _ n- 4p ""/C f �� ' �-_ 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EQUIPMENT FROM THE ENTRANCE / CG-12 (TYP) —� `: > , P' '' a:,.: ': `.. ,,- \�`___ O \\ \ \ :: '" :{':" '•�• >. / `sF CO / \ - EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CO IDO SHALL BE ELIMINATED, .::::. �',:.::�'.:': � ;, >`; "_ ',. 'P,.':�t" . o :.. i :: : 36 •:'.:,,� �. —p op /1� ',, RR R ,.....y:.• , . , --� S ''/ D IES BETWEEN THE EXISTING ,A ,;- x 0 NOTIFYING THE ENGINEER OF ANY ISCREPANC ° ., R \ r e / zo.' ';' 7, i- �'\: , • i-a-- 1 -�. ': '. � � •`> ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL 0 i - : T , r_. :I P NO PARKING \. : «. ' .,' .." . O _ E E P AND DWAY TIE INS TO EXISTING . _:_I I O / CONTACT ENGINEER TOINSP CT ROA S ''' P TREET SIGN TYP. o %: ,:•:I ...: '. ,::.• l SIGN TYP. \, i) ( ) �, �, \ ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. '; •„: 0 6 \ m t I' . ., --� - ._ I / 2 CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY •>:. �, ! „\ \ . \ , — ! % \ °' \ i \ ' . E ONS STENT WITH -� EWE NH LE T ENSURE THAT MANHO LE TOPS AR C I : I S �y \ \ S R MA O S O o r � \ P R1 ST P. ( ) S \. P PARKIN l NO G - F \ \ `� \ THE ADJACENT PROPOSED CURB ELEVATIONS. SIGN (TYP.} / Q , . N \ \ X • Y F f c L �_% c o I � "LL r \ SIGN TYP. Er o x ). \ .o ! EET OF ALL D Y WORKSH S LL VI E ENGINEER SURVE ( ) 3 9 V `J t CONTRACTOR SHA PRO O L LX L s 3 N ) 3 �va'c T X L X L 'J' 0 L G ? r' z 0 6% G L X LL \:• ! J 6 39Va 7 .• 6 oz x L V9 1 ) i OL'X LL b - •'ti - p . U U ES PRIOR TO r.) O DWA S M HOLE TOPS AND DRAINAGE STR CT R c. 9 av� R A Y AN 39VaV9 oTZLL 6. I �' 3 ! 1 9Va 9 ) \ .'o 39VaV.9 .' 11� :39V av c ' `. , q c . m I. . L,.O.1. qA R / \ DRAI AGE OR UTILITIES TO COLLINS ENGINEERING FOR S� ++ V 9 / INSTALLATION OF E/P, N � \ Ii - o' aT I L. o r Q.l LOT :' ',� ' .' ..' ' : r t - �, o ..•.. � 4 T . ..• .. �"•.'�'�i.' �".'. ,.� \ ''' ,: 1,-' ! cn.. rr .r \ \ T N T TION. COLLINS ENGINEERING `� Ql l . Q' b . r \ . REVIEW AND APPROVAL PRIOR O CO S RUC '\ LCQT. LQT 12 J . f ro LOT .LOT.''..'...'.- '. '. ' .' ''.''.''.. ' :'.' .....'..'.'. ,•,.. ....,ti .'. '.'' . .'. ..b . . � .. �. �' ' . •��\ � I e. R..:' .' >> E POSITIVE DRAINAGE AND , o.' L 20 R \ SHALL VERIFY ALL SURVEY SHEETS TO ENSUR (a `.. . S l J r \. !a r t!1 f/ n o . q `� 9 .L. c�• r $, 18 I 1... .-.;� m �: r 4: r :.S 1 - 5 .. � 8 : 1f n r ": r \: ': N �. : ! tY / c . q t 3. .. r > r . •. \. PROPER ELEVATIONS FOR CONSTRUCTION. � 0 �r�ni... otX LL s y,:.:.'. 11 sd� I �. i X F \ (' !jam F". V� r ). U ' .' � r L 3 ED `' o,X \ `:' S S LL BE DEDICAT LL SE E HA O OS D S D WATERLINE EA M NT o .ALL R P E ANITARY AN k. P r% c \ ) L 1' S °yew. D> 4 "' �I 3 S ti. �' p OL G: x LL I r x LT - �cY , 4 L G "I o b (r ). r , O'' X [ F L �. ). ) j a ! OC''L I x L J '\ •4 b of xF + I } '. �I 30' 0 0�. �ID30 'LL ' ' \" x t• B E �• � I � TO ACSA FOR PU LIC US . �\ D � k �173a 73 4 r \ Q C O • — d v... / a. .� — ...I / ., .s �. �.�:.' ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE ; ' , '" ti \ , 1 20 REAR SETBACK C. . ..., , �p . .T .''. y r, , . _ - - T.= ..,', ;>': \ /.... Fk �' . , ... .. \ \ >.. E VISUAL I SPECTION PERFORMED BY THE BUILDING \' :` , R W R .. '. -� .!r '. / .'`! .:�::: .:'.' ... .. ,., ': STRUCTURE MUST HAV A N ,> ,� '`,,, CRETE SIDEWALK' I I .t. \ _...: �V _�... cL / / ' \ l ; ;` ,, (, \t': _ , - — — — — — -! \. 4 ° c 2� j''.'-'' _' j / 3 , \ _ =__:�= =-" DEPARTMENT. �� ' v' 1 `� . F / /' ` V` V \ PLANTING STRIP z7 zo' zo' i �: !p, ti q 9 { . 1 \ I — 2 O 2 O 2 O 2 °' — %, F2:J�d tOJ: / p9 \ ye, > .\ �'" O t / �+ LC PARKING' SIGN (TYP.I) F/C F/C � z8 zo zo 20 20' 1 / 8F.'.:.:. \ s zo L �9 26' PROPOSED CG-gD °1 \ � / / e�b�� cq%9 ' ' _ 7 9� . E/P E/P �' / / " LOT :o� pr.�yc? \ t \ PHASE I ��%off . \ \ 1 -1 — . ENTRANCE (TYP.) ti....:' / ,., .': �b.+ . F \ :.: 6 PRIVATE LANDSCAPE & \ �`, Y LOT `� b \ '>! \ D. E' CK' O J� T pp EC n' '* / CJ R K \ / / /'. MAINTENANCE EASEMENT \ � 1 i xio CK O. '.r", N (7 !. �'. Z 'i i X1 CK + > E J . , .).' (L xio PECK. ,' . <.. d J LO c9 \ •'e \ D N . �... ).. . \ s8, 9 INST. #:zozz0001.33 '\ / D (> ' z.1o' I' DECK' !'.'. `. 9 �. 77 \ . \i !. \ W T ,.._..,,.,., ... .. LUCAS ... • . • 1 I �. .. r . , G` - LOT fucA I \ .r. F \ / )' u �\ / G a4r d n • L . . •r' E 1 L 2 / ¢. 'I U A r x d J !� �. l b L T" \ O J• - L'UC , AS. 4. T �� d' 9 \ /) T Z 'o' 1 t L;. u A L T � � r ,. I o. J '> . OT �Y. ` •r 2 'o J L o O l+ ti 35 �.\ - T 0 LO ry ^K� 3 (� rn \ 8 : . m �. x "2 2 2 9. �' >a 3.4. ; I. . 3. 0 r'. c b +:' 2 1 F. CV / � . �{ � 1�' 'rJl ,r�� \ 3. % t� e " a I 2 b '218 `' l I �c r b G G E ARA A G •3. ARA G 6', G / S ARA � ir• . .. ' � G x ) G R. Z' A AG li, E X o• L (. OT Ol 0 xzo + Z ' ( Q . 1', U GARA / c.. D N PROPOSE 8 CO CRETE d• r s Q? .r �j J. / L T GAR \ ' O u'. AGE' 9 0 9 O 0 PR POSED STOP- . 8 . . x M z F G o '�i DE I P THW Y a PE STR AN A A EL D E& ° w o <v \. � 6 PRIVAT AN SCAP n.' H G S \ r •D ' - SG N TYP. ''.'.' .� ' , . 4.'' :' .' 2 ' ";: - \ O ( ) 1 r'/ • : / .� .. INTE A CE E SEMENT -.,. MA N N A 0 s" L T o / (V 6- L r' J' � O q;. a "D, Q /', y 4 +c�-� NST. #:zo22oo01 I I 33 J'= >• 77 t O �r 1 / '9 J c 1 i N s°' 'W L T' O O V !. \•' '��:.' P N STREET 9 a t� 9 \. / P l ) 4 D _ 2 G l ,� I o DC `�. G" F 9 j / S � r ,\ CE •^z C• �- PARKING SPA S F •.r w ;�'° 1, (/��' V \ D p` \ w Y y '. '� t •\ 22 Q r' \ j. J . \ a \: \ 1 1 S /: U � M L �: S D I N `.. 9 F xzo TYP. .> n L O T is Z '4 9 a. i o% r N, J 0 S y 1 1 z + E' >.. o, o ~, P N O PARKING � � A �+ r .r,. C ( ) ,4, G. - J' w 28' r�y c o K J � LOT' '� 1 O P p 9 s' 6 CI 2 / :tip. J' F F ! \ W 9 1 F o �• G t0 ° t I N r S G TYP. s 22 s ( ) V + aw ! "a G' S f L S \ c �. 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R F w _�r� w J .� r i 1� w .o i u� _ ! + �.d a r" .O y t b •' 2 o� Q F t r ! 22 4. * r 9 O �� ♦ LL••�� �� /r( 7r, ry Y b dr : p, . ww n u w i� w . �w QQ rr Y � -J \ u LL: F bV "h a 9 y� C 1 l7 r w ; "c COYµ, ,, �_s Y .:..a Lfl T Q. » P O O D « k 'I'R P SE STREET » ••� x u » w« u 2 3 t r b "b r. U. P v C, 'L'O. e .J "s r �' Y b w L CJ"' . ,< ' LLr y ;I: 1 'w.? >Y . . /. I '« P r r 8 ..... ::.....:. ,. ;..: a « SIGN TYP. r w " �^ r y LL , r 1 o w u w 4i \ • y--� r t/ V 1 I w %� ° 26 r �. `� i ' :Q u '1 o C « 5 � 9 �' d Y O 'a b �„ r • b' �. E 1 P P a E r d -F � 1 3. 1 i � /y n `) t ,. 9 U l O A. yw V >J �' F \ � P EET 1 -p. STR �'` U >r L r y r.: / J O F Y ! .. 9. l7 P r i b ,,t �'. >\ r .r-: a r \. 1 r O d i� « J Li Y. TD. C 6 TYP. o S G ti' w « •bP .: a �S GN TYP •A' yw ) k. I ti t 1 r ^ a \ y w «P ' S' f' S b P •w r :1 O / ur t w a � k' - y D° � P. i > � � : Via". . o � w ,i w 'a �"2�� t' e} C ` 'sd u t '' ��t. 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(� u w > s > / ' « PR P- ED� 1 » PARALL� O OS o EL` ".� w u . w 9. N ^� a l � . > O � "t'� '. . lfl « ru ` s .S' i Y a \ 1 L «a fl SF' I d -(' : x .j- T r > .•Y �. L t « « w IGN TYP. o S p. Dy " J ♦^ w ' ' ' 88 ' \' �' '' Y ' •+ 1 6 « _t �y� � , D a G PAR ING SPACES » r � D K m ..:. a P rw + e > 3 CI i4 .4 N '�(r. u L L• » S ,,,� PR P SED PARAL E O O �+ « I r •� > ( ) 3 0 ° ryu I 1 / % J: 35 rOP� r I r try .� 1" 1 Y n •s / - 1 t r S '4 8 xzo TY �n �T , xI Q o P. r » ` ( F NO PARKING N •t •. O r S y PA KING PA ES •`C� <'w ' � -' ' - R S C •• N `« O .� . a ^� 7 \ ,' ` r 2 y r » ♦ r f `� ,.� Q ,t 1 . i Y w 1 r k > �/A � , % I ":�::�. ..LOT . 4 - I 1 r « :�' / 9 » t ' I G TY o .. d . � 8 ,, l� ,- .. 8 xzo TYP. » « y , >�. vv .. ,. ' ... ". 2. 2 . '% 3 '.. .. W •.. ( ) e v w v r r -« '• , - / D 1 ♦ -:• - .,. .�� r ,.. ��. l' � � �7[ :. y 6 R P o . t ,. Y . .... r P 'i O !• r �> 1 1 w .'S- w O' r ' R •' » w « C -F �• . 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H� 1ST >w.:�'♦'- •:,...._ �=--;.:.-;�••,., ; e� `=� 'w `« w « ' w PLANTING STRIP LL - , % « •J i �; \� ��. LOT 'P. '� a P-z --- `- I > N =_z ;, ^ r _ : `rw'. - — w r »P •b LL w w - , P > . r PROPOSED NO q *,ti, t : — — — — O oo �\_ PROPOSED VDOT STD W i l °�- ,r y y y w y LL » y , . LLy w > « 1 LL y \ MILL & OVERLAY WITH TIE-IN C9 - » » r, y y r r y PARKING SIGN (TYP.) r r :'':::'" Q :1"3, LO — .. -�- \\� , ° , ,'A. �+. '�..:w, S' .y Y' w > :p 'y w V i y n - d, tl' .a - v © {. k•. >. 1 "; • > L ••! � . >-, F z +oo > w Y , Y a' • • �- �• \ ,CONNECTION TO DUPREE ST. t LOT y + 4 3 �... .. __,_-_'- : ." ,. r y d. r r m w y .r y* > y o- a y w 3 > 1 - �� �� s zz+ 0 S°0 • w , . D r POSE a :. 5 R �� ' • .,: > y ' r Y % « > w > P Rs.-1 STOP, r ,^ ;. , ,�O : \ 57 yi Z' I ` PRO D CG D l P C �"`�., » w w a O y >> �.`' d ..•..... •:\ LOT 9 { N `--" . R / ,... �a r • :• `♦ . t "•:`.., y % w y , '�. `°r N \ I. --."_ 3 „ O N • r Y zz Q B .: , Y , « SIGN (TYP.) �, .\ ` f 1 / 3 I. O s U « r - _ 7 C� e0 . E TRANC ' - U ,,, ..v D .rw w I — e K D r.. a >. C PROPOSE VDOT i .• ' / :. . % r >. N \ _ rc >.. \. LOT L w 12 TYP " ,- `�p E STD CG ( ) w ,: . / r >: flT ., / _ > c :\" LOT « - - so R �t > r I / LOT 6 16 ;.r LOT :'; ^-T - c l' l�V Y •��. 2 Y 1 i • 1 5 �9 PEED ' : - : - •-.....:•: '•,,. ,, ,:. ,;. .:;.:,.� '% '� o ' r r , POSED S ,, : - a « :.. � ..". �.._ ...1 —� w � « ` .:>''`�A =;' PROPOSED NO _ - r, .. SIGN (T ) t . P NO PARKING v;, AN _ . / ,;i, PARKING SIGN TYP. — 1Y ., b PHASE 1IA ! { : : - S I G N TYP. ... ... \ ,... --�.-_ z -"- ,®,-� �� \ , _ L ( ) .,:: �°:�_: )• LIMITS OF PMF - o\. A \�./ r:,Y: DAM BREACH OT - - - : % : - - . % -., t� LOT 55 ,'.: LOT _ -. -, .. > . ,, \' I;::. (P) SPEED LIMIT *,' ' , \ LOT - - ` Y (P) VDOT STD. CG D \ 26 i ?�` ` : -9 R - - �. . - Y - ' - z5 ~� 1 OL 'OL « . „ a : - . ', . '�. 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' Y LOT �. ° <v c� p �, f: _ - u - �;' Q :b �' L '1`° LOT P - -:` cJ T *: I e LOT * \ . / w v♦ \ P NO PARKING O ,,`�. \ 4 - -- « .w' ,EXISTING CEMETERY ;'�j-> °v O "`� (S�/ / J/1 P �• - - -, �a �, .•� SIGN (TYP.) 'Q Q 9 2O a -tom . ` - `SHALL BE UNDISTURBED / ;�,• �\ ; `\, v <• `"� ,� ��;`/ / ,� ` w - ` . ` • y • . % \ s/ _' % DUPREE STREET ROAD CONSTRUCTION ' --- - - \ ` '` •` SEI `` ` `-, LOT �9x >:a:.. oxh ���, f LOT - : y�0 \ PROPOSED UNDER PLEASANT GREEN PHA LOT r i :,". " ° /� ::• . " ^, ROAD &UTILITY PLAN S(SUB-zo1 -oo0 1) \ �� ! % • % • ` - , „: •,'" F `�O rye \ : r T 0 � J - : - % 1..... tic \\. ' c�' a w Q \•.: Q Y : > � - . ;4 > `- ,` ` `_ ` • - ` : % Y \ LOTS, h, ,.' LOT \ \ ,��®�,,� LOT . -1 Z 1 LOT �/ D, ,y ' - `+ioo WPO BUFFER (TYP•) `a - • , ', . o s \ 22 `�' �� : > ` ` ` (P)'NO PARKING' �._ : \ LOT \ Q ® r \ 4 ' Y - « . - * . - w - / �, :� OS \ LOT:, �- , . ` - - . • SIGN (TYP.)' ,' \ �, fi '--� ` ` ` ` `, LOT ` r" i .' \ 32 \ LOT z3 \ , : - , . - Y r « - - - : - » > : , - . / ,, - . ( rs `` - `« ' -: `-`` `. 6g TIE-IN TO EXISTING RAMBLING,. " ���' / '�,�: :�, 24 \ LOT '< - s p q Iii�115i7rtdS'(rFt �, * y , - -.V .,:\.. \ �(T \,,D' �b�'yi� •,D: •. ilraslualemmlt� { �erlurtu dal// ` \ �1r�ir ` - - ` : BROOK LANE"::;' ::: :i.:.. \ X° � \\, RA 44 ,NFily611$Wllaglliall61IIWA11}:%tti lk''Mll&,"..,,,"I 1 lRp w ,,�„sa ! ` . / / /'--'•'.' .' .' b.". \�� o �� .',' ,,,� MBLING BROOK LANE ROAD CONSTRUCTION \ :, ; .. .• ,L,- 11>kil,vZ. - - ` „q$V.g�l/ PROPOSED VDOT STD. WP-2 y.:. : <, .`\. \ '� . - 9' .� �` _} '°+ ® `: % «Ill, \. \\ 9' \ . PROPOSED UNDER PLEASANT GREEN PHASE I . . n _ --' �. \ /Yj ° g 0 0 0 ° ° ° ,l ` • a ''� ,, � LOT MILL & OVERLAY WITH TIE-IN `` ; ,. e`' �\ \ `\\ `. ; ' O € ° 4 O O �,, i; \ \ I ROAD & UTILITY PLAN S(SUB-2019-00071) \ O . s# O O O O p "� nr�l 6g CONNECTION . ` t ), \ \ \ '�..,- \ / t , R O "''� 11'v46171•Y,i9'd�a , 1 /i_"•. \ \�• `mil '. 1 ` _ _ / ,\\ I :: _"""'o--. O f� ,lam„ l li Fly LIMITS OF SUNNY 1 ate, �r11,1 ', \\-9`� , `t'' , .� ` LOT �c ` ` `, DAY DAM BREACH \ , 00 Da \ i ,{ _1 ° +• LOT :. P1�> S° ,, �e-•�\ `.- '' _ n ,� 1 ��� ` \ tom" O. • , ! :;, r•. ,..��. : �. y"�'--'.--._ �_�,. s - 4 - '\,;./J . D : �" ,+� Y O PROPOSED LOT LINE (TYP. -'� 6 �`� S « « % y ,�_ FEMA too -YEAR O `- 7 •; , • a N - \� ;' - ` __ -� ``�� °' \\\� �._ FLOODPLAIN (TYP.) O ° �.. `- %•`Y �r>,r: ".'; `�; --. �1s� � _ :: �- �c Pp) v. �9'1-'� '� �>: 1, LOT 6 - \ i��s r : - . _ - « � " GRAPHIC SCALE o ` ` :� 66 ±j�`\\,� x°° ��" �' ,�- ➢ .tsr.. i "�d `� v: + a ~ `hNn s r - 1. y' \ . e t`� 30 �_,.. 0 15 30 60 120 O° i f ; I, K p y.,, : t `�1 ` % /// r ! a w \^ V. \` k 0 \ LOT - - - . D :' .. ,�� �� ����'�' ( IN FEET O 65 : w�w - ' ,..- v \:: P.) \ 1 irlcll = tt.� F- ` a a.' y .w `� `a«, �, Y- Y- 1 LL :M, .. , �'"11'0 P, O ' C � SCOTT R. LLINS'� lU No. 35791 ,� ��0 12/05/22 ��' 'i 5, 11�1 I�NAL E W U) z O w � � O ce , < a 66 U ¢ z J �` ¢ � O F— ¢ O 0 06 o I— H H z W U V J m Z O z w cn U J W Z U J W O �_ w ,.�/ Lt_ (!] z � W F - a• H W W W J z U' Cf] J w Iti a J WW o z 07 I---1 w 0 H w ` H w ,w/ 1..1.. N cV N N N W N N N I— . v7 rn o 0 N N N n rn "MCCOMB STREET" SHALL CHANGE TO "CLING LANE" AT THE 'CONCRETE SIDEWALK (P) 27 ON -STREET PARKING SPACE PROPOSED'NO �� `- 6' PRIVATE LANDSCAPE & _ VAR. WIDTH PUBLIC SIGHT PARKING' SIGN (TYP.) F MAINTENANCE EASEMENT INST #• 202200013377 DISTANCE EASEMENT — INST. #:202200013377 (P) 27 ON -STREET PARKING SPACES—TH O�I� 9'x2o' TYP PARKING PERMITTED IN THIS 7.Y INTERSECTION WITH LEXI LANE. 6' PLANTING STRIP 9'x2o'TYP. PORTION OF MCCOMB STREET TIE-IN OTOBEXIST ET O �Q Y V Y ! } 4 V b i MCCOM STREET] d �d� • Y 4 Y q Y 4 } " Y Y , • Y ` d 4 y Y 3" 4 y = Y ", • "• 20 �` -9D SCOTT R. LLINS ;. , s s Y PROPOSED r a tl 4 4 : Y • a Y Y } ..... .. .... ... ...... ... ... �. ,... ..-e v: -. .�:.. ..?>...:..-. .,-: ry...'.:.'. ... �: nv::: >. v:n�. ::::rv: •.::::: • y d d y Y 1 .. _ENTRANCE (TYP. 1� r. : } - . .,,'...SS.ve.... I.iu. 1 .vav s 'Sv: " i..•ua.w� .... ..u1':.' ,. ..•••SHY'•.•.. ':•1. •: a Y Y • a '" ..... � ... ... : u' . :. ...... .....a.. . .y .V,. ' .a+ J 5 'V\ 6^ w. .. a u wv •ah. . , v'. - 4 Y }sl i •s' 4 V 4 __ .._...-. '>u lyw • wi. vu .. fay. 1 F`• i 4 Y' y .. c•. .r.: «r.- :s Y b d Y >i' 3 d q , } Y i d ! • q Y q 4 _ ...-!'., [[�K. .. .. V ® 4 4 Y Y a Y .% Y d q L • d d ! V q Y .: ',..y U No. 35791 91 Y a d Y � --.-- DY u.d , •� r Y 'Y 4 ../' � Y ! } d b' M b '" } Y d h y ! f' 4 �, y d 4 N � i y«.....A iaJ. :....w:. 1': ':•.:�v� - ♦:r., :. ..: r:. e. '.• � M ,.. . a d 4 % } Y Y _.-.. - v Y Y V •' ! 4 V .. 4 .. .Y >f, Y X • 6 4 ! Y W Y a Y • v:.'.'i ..�. .:L l.K. v.. .....�.,� .�r�., n �. .... ., +'. .. > :. q } V Y d _..�...-./ : 10) h Y tr Y Y 4 Y 'Y V Y W y } ." Y q ' } � ., W' s,.,.::• .. .:4a� ' -: >::.,. � , Y 'Y i y ! •!' 4 �.-.�-'-_ � � .' � � .' . ' X . V b' q } • Y " ." ♦ } 4 q q .y Y Y •l` V Y d • Y 4 y ! d :i• i•Dy..,.,.J,. ".:.... !i+ - � P t f(�\�y • ! w w } 4 ! 4 Y�-� Viz,. • a 4 VAR. WIDTH PUBLIC -Y a ©I� � \ \ d q. Y �� 4 '!� .. , pE� 0� .t{ . �, .' . � d' 'y 4 Y Y Y } " y Y y • V Y 'Y • b a ., Y } % w' v, ., Y q au:4 ;., ; ...4 y...._w.. 1 + 1 i Y V V Y V ..�-.k a"l`�.. y-. 1 �Y' 'lo'i 1 CK � U Y Y" w1 !' Y♦ V Y %" Y Y Y Y Y' r Y tr '1 'i Y • } y %' 1• 4 / 'f `i '~1•'•"^.-. hT • Y Y Y i d' Y d 'i ! i• q �' Y} .Y V ..-q`_- } • • V 2 '.-�,' (11.% . �E i w d" 9, } • i 1—�.._.s'• �' } p Y Y Y ! ) , a Y Y d 4 Y ! • 12 05 22 'Y Y d ., _y ° -a-- } r 'h q • . iii 14 Y • 4 >Y > . 1 ,. ! w ...4 Y 4 s•�. 1 KOPI 11X aY `�. •4 } '. b_...------�=•-� "POSED NO. •.>...-i. y • Y _.. � �7. `, s � • ' YDOrPE } SIGHT DISTANCE ESMT �. . °,%• P.• — �• -=� o � .. -.' S t� Y 4 a •F6S.l U Y} • � Y T Y 1i •} Y •DYw AC E D 4Y , - d. w y �• T } Y o %Y I .. i r ..Y '• V ! 4 /. t, i 4 Y 4 Y i ,, ,• ..-• • • " • } b Y p� . ' •: ..' ... Y } . 'INST. #:20220001 ��•'' r `PARKING SIGN (TYP.)_ _ � y• a a ! q 4 % ox r Y 4 3377 — —_ G Y Y " Y s b �y j Y } -�. •. '. CK. • 10) �N 5 ., ' * s d d , _ N l) lv Y } y Y DE. x. 1E. } d A F d y a j F 4 Y ! O U. 4 '(1�/Y1�L E Y 4 4 Y • -• -! :• ....y 1 Y i. 'd • • Y . Y 'Y t, . , . , . , ��1 1. .' r q -/ y Y 4 c a a ti'- L _ • 4 i.[T_'ht ? A�1 Y 4 Y � z C' •... . • �-, .�, .. ...__..: '�n-r. . ' � r� s _ d Y � _ w " r .. ..- ..'> . r:-- - �.._� � �,.. _ r_...:.._ --_ — NA — Lu J H s H L� H H �Lu Vl Z r) 77 W u,j LL V r� V J W �,•I u (MAX. HT. = 6') •FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WPO202o00053) O r VAR. WIDTH PRIVATE WALL & ? '.+ Y `Y `1dww Y.Y ` �, : •,,, ww , 7o J 1In r LIMITS OF SUNNY 4 Y ` , •ram, MAINTENANCE EASEMENT , , `yloo WPO BUFFER (TYP.).Y �, ..,• � -� � � _ q .y Y}Y,111�411°✓Ai,ffi']I,Jf61„�,,:�„„„>,;.�, „ '•'� ° ° ° . O '•ffyy, INST. #:202200013377 . ,;w�It I,yy�l,,,,ff$yfiGq Z. DAM BREACH, a�`q ` _ ` w p G R AP H I'C C A LSE „ �„ • • " �\ O. O� O!f \Ll.�k ib:14Tr5Gf6'l-3YdSF--YA'!e'1 iYlY•,8 -'kh :ofg\\' r �. ! 4 .• � o ' • • O� '�,ft�ff \ .:.::., ,xlrP-;o';:.:__.- yawa . ••"".. ryrKa--err��r-rwss-zsrm \ssa,r_,,,at� o" � � n •' ... _ r r � r \� JOB N Y y 4 / �•° O Oo a .. `�ff�, _;-,'ansss�-:mam �s,ra x ,nw -nau-'+ems'+, a<ara squr� sxy�a <i � � ... .. .._. .. % Y � Y Yiy Y �t0 1 O° ° O° . ®✓ _"�xlts .rsxr-meaa xav{y+)fsqu 30 U 15 30 60 auuateasuss f20a .rrr h r+ LL .t `+ r� \. \ } �\ i " / �e O O O • • ' 6s�g ;€'2'i •$,f/;zyq 1'f[ ..i\Ytl SIlYi 11 ]s811ff511 a5111Y� u�� r� - ... % (�� _�'J `a �•� \r` 182154 y' .✓�,* p � • • .. ' `Y_'Y�Y'�•Y'^ O '�! --. __•.•N� • �'r� • L 1 ... .. - V Y ` j r Vr r \ \ ♦ V ✓ „LiylttCP.,, � y w 'Y / v m„Ys,a uca„ruffsvuvi,fnv,fsn„ra `\+\ Y \ 4 !' ,p, �(+6'i ! , �• • i ry_ t, j�r9 SCALE '•�tt \\�°OL/,j✓ LIMITS OF soo YR �• ° "_""-- , ram. It• ri 3SYff.A111Y3i111t111rlSItSA '�ufuu�„ _, � `�. ,, � 111 = 30 1 atissa+ •% ri \ ��� ";''v.�l �'r. \��11'� aa„'�ay . \r if \ O FLOODPLAIN ���`�\ p •;ci�"� / / ° „ran�,ra,lacruxss„r. S� '� � ���•:�R!�U�• � 0�..�0 / �,�in 30 ft. ,,� O C� CT O p O O p 'r�r'�. SHEET NO. >> / .VIA `� .�' �.."'�.`O Oo !ks, ila imaumv+° q LY,fllldgq ,i;�il'h9 O `J I / I ° 0 ���""", COUNTY OF ALBEMARLE s a o o 't Dav De rtment f C xnm�uu elo went 1' " P Y P Y/RGINtn Construction Record Drawings (pis -built) for Streets The following is a list of information required on as -built road drawings. Tt is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B, The name and address of the firm and individual preparing the drawings on the title sheet, C. The constructed location of all items assxiated with the road construction must be. shown. The items include, but are not limited to the following: 1. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements• Show the as -built centerline over the design centerline, Distinguish between the design and as -built by labels and line type. Measurements shall be at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement• Any portions outside the right-of-way or easement must be corrected by plat or construction. 3/IG' STEEL PLATE WELDED TO POST & GROUND SMOUTH 2-1/2' DIA- GALVANIZED STEEL POST. PAINTED rY1TH 2 GOAT5 OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/8' DIA. HOLE FOR -� LOCK FINISH 5URFAGE 3' DIA. GALVANIZED - - -4 ;1 �' STEEL PIPE SLEEVE CPAINT ABOVE GROUND , PORTION SAME AS POST) .' 0. CONCRETE FOOTING 3/1G' STEEL PLATE WELDED I - - TO SLEEVE 12' G.) �,r - -`m' � NOTE: CONSTRUCTION FIRE PREVENTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES _ - ,--�� VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE _ \ "� , � -�� ran DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA -/ - PROPOSED MILL &OVERLAY. f - UE OR DISCREPANCIES. G EER OF ANY TIE IN ISS S EN IN STATEWIDE FIRE PREVENTION CODE. SEE DETAIL ON SHEET 1 . :'::::';11 4 �'•�:`•'�'i ��'�- ' ;'...:1r W 3. REPRESENTS ONE PROPOSED PARKING SPACE. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 131-6". 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA ._.. <« .`' :'... u{•- ' ,�I 4. 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. :. �.....1{��r`-^ Q 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT 3 PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR -' \;i J n PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL " UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. U TION AND DEMOLITION SITES PROVIDE ACCESS TO WITHIN �- 7. SEE SHEET 2 AND 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. CONSTR C soo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT NCF 8. CURB RADII SHOWN, REPRESENTED WITH AN R, DIMENSION THE FACE OF CURB. p1STA__.._ CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER 21� -'''�� g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL OVERHEAD OBSTRUCTIONS LOWER THAN 1 FT 6 INCHES THIS ACCESS \ MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 3 �` 1o. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE -_ EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER I/i' . 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY a,1g85 MUST HAVE AN ASBESTOS SURVEY CONDITIONS. PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE 4• CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE 5, AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL \ \ EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS � ALBEMARLE COUNTY SERVICE AUTHORITY LU �O Z I- J w = W U- _ \ :< = l"il \ Iw \ - S � 'in 0 1 �� , SCOTT R. LLINS'Z l No. 35791 ,� ~� 12/05/22 .��' IDNAL E 2. Vertical Alignment - Show and label measurement points, and an interpreted line between ARRIVE ON SITE. to measurements• Show the as -built centerline over the design centerline• Distinguish between them by 13. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE \ - Labels and line type, Write the constructed vertical elevations and compare to the design elevations NOTE DRILL A 13/1ro' DfA. HOLE THRL1 PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. ' 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ �� \ z to where necessary♦ Measurements shall be at frequent enough intervals to accurately portray the as- 60TH THE POST AND SLEEVE FOR BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ' Z I -- built centerline. For alignments which deviate significantly from the design, provide curvature and PIN PLACEMENT. VDOT NOTES: ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. z sight -distances. Corrections may be required for alterations from the design alignment. 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE Y, FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE \ = OU Z Q ROADWAY FROM FLOODING OR DAMAGE. TIE-IN EMERGENCY ACCESS ROAD TO EXISTING ` E >o 3. Edge of Pavement -Display the constructed edges of pavement and width measurements at every APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR 2\p Q O station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. _ \ U) U Ce edges over the design edges for comparison. Show and label constructed edge of pavement radii for \ °� ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; EXISTING DRIVEWAY SHALL BE MILLED AND ¢ < a- all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN \ c6 U Q included. \ 10 00 / IS REQUIRED ATTHIS TIME FOR THE IMPROVEMENTS ATTHE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS \ OVERLAID WITH NEW PAVI EMENT. PROPOSED z - ¢ � 4. Culverts, Pipes and Drainage Structures -Display the installed type of drainage structure, \ / �� 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ARE STORED OR USED IN ACCORDANCE WITH THE VIRGINIA ' \ \ 22' EMERGENCY O ¢ o~ °� culvert/ i e size, material, inlets or end treatments ,inlet and outlet rotection, ali nment and invert 0 0 ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. `-' 0 p p �) p g ® 0 c ' SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL LOCATION OF REMOVABLE \ ACCESS EASEMENT a > Z W elevations compared to design. Computations: For slopes flatter than design, or inverts shallower � �' � COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND \ BOLLARDS & KNOX BOX FOR W �,,, .u.: ; � �"� �.6` � � � � try than design, provide computations verifying design standards. ffi °°�" EMERGENCY ACCESS ROAD. I 2O U ca O z 5. Dltch Lines - Display the constructed location of all ditch Lines, including typical section, direction of �, � / -� � � � � \ � SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE \ 20' = z flow, and linings. / MARSHAL S OFFICE. o' ` y$4 ~ o -� O J �- 1 SEE DETAIL -THIS SHEET �:: ,_,..Y.•:.• 16 6! Drainage Easements -Show all plat"led easements with dead book references labeled. Drainage /1_ / \ \ Z z �C U w must be within platted right-of-way or drainage easements. Provide copies of recorded documents. �/ a `" 26� {may . '1 DEeK' O F- w Q Z) 7. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and / \ \PROPOSED LOT LINE (TYP.) ' q cK .. , j to z oG Q applied end treatments, compared to design, //� \ ,r. 2 ` ° u �� c° xl°� E`�°bid' > H Q _j 8. Right of way and associated easements - Label deed book and page numbers for all dedicated \ \ GUC w � J z right of --ways, eight easements, slope easements, etc., and provide copies of recorded documents. C�A /"�/ Z - 9' Pavement Deli ns -Label the as -built avement and base la ers. Indicate the measured avement �0 pack NOX �u OT >rL 1 -� w x1 thicknesses based on inspections or cores as referenced and included. Inspection reports are required \ ^ ✓ 0 \ - `USOT LOT2 123 w o z H for fill compaction, CBR's, and pavement applications, \ " �0 / "� L��p c�a ,GARA n w 1p. Street Trees - Provide desi n and as -built locations ands ecies. Core are to desi n. cK ' ' L '� g P P g / \ 2� / �" \ X yal ' (J� '' (X,. E GARAGE W > O 12 O .: 12�1 . t1, x? 0 1--1 11. Si ns - Show all installed si ns and avement markin s. Include an edestals or other features• q' p . '.' ` aaR! '. g g P g YP / \ LIMITS OF PMF :y.�; p,GK! 'C1� '',. ' .•,.� ' !�. � . - .119, •.Q, ' • tllxa,°1 '' - '{z1`Xz°) '. T -� �� N \ ° 6 G p i. DE 1a�•.. S.. O GE o rm \ \ G v EC \ - . (41 1 O� ARAM : G, !/� \ Gq DAM BREACH :ter 20 , ep �. y0, . COT:: ..:\ , \ ' \ (, , t,,,X?o) W yy 2Q , °ECK R'. ,, ' : ( iT! m 11 \ OARAO.1 �1s : . �. tioi- - SLCQT cf►. x x':'. 1 \ i\ \ ` \ \ ,�_M. .,-<:.,•: �$ .fir °E �....: ,E"i -n ,.1 .:. ?1.7.,.: •.'. ..���. - .:''1, .- :. ' .:,, ::: \\....:, r` ,, Y -- i"- L�`f"� d, t�i N o O # « C x.'' o 3 L • G:' M. >` r ° r` 3 P 6 P ANTIN r 1 () " «M1 ` O r` i [� w P O'ir, / G. w J. i� d > ` r ' M Y P N V y > IS > > Y v "by • I. P ° d' n a s r f STRIP' ��:'.�. 1. r �� J rr> G i Y ao . 0 w' Y 1. 2 r � � �-.S . •:9.. 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FACILITY, ACCESS, AND . ..., 01- I ., ': OUTLET OUTLET PROTECTION w/ FILTER FABRIC - \ z �� . �-, , �,�'',, 1 .�\ I . . . � . . . . . .. . (D � - . FOR SWIVI OUTFALL DESIGN/ . . __ . , . 0 . . .. / " . . VARIABLE WIDTH SWM I I ; I \ �, UNDERLAYMENT (L=20', W:i=6', W2=12', D=:1-5')" * .. _-e 1-1 . . . . . . . M - . `NN -_.'. - . . . 0 1- " " - . . - 00- . . @ - 1-1 . . . . _ I . _. . . . AINTENANCE EASEMENT . . I'\- . . I . . �S) - ' , ..< " , . . ,. . 1) .. - , - -- - ­ - 0: I . . .. . .. - . c�� - - - FOREST & OPEN SPACE ' - / 1_. . . . . . I . .. . INST. #: 202200013377' . . ,._­ . I I , �� , * I 0,fl �,_ - . . . . . . . / .. _� . . . . . . ". 1 ' * -:::r I A \ I ..,_ -IV,--_,_ _,., . . / I . . . . < � :, 06 \\ -1-04'. . 8, 0 . __ . *%'-..k . . "_ __: - . . . .., _�_ . . . . ... �;�+��! __ � 1-11 . - . . � I . I/ .. I . . I I . , . �:Ac,�:KAPKIT I ..": I . . - .. I .. . .. I .1 . ­_ . . I.... 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'__ ­ _@�_ _V� _L -1 __ __ 8 (D e- , - - -, � - I,- �_ ----- � ­, __ I I @_ .___ __ ------ _ - --- - --- - � 'i�)�6 —8 --- -11. \ \1 / -, - - ___ - - - - .---. __ __ _ - _:___Z:�� - ______:1 - - (D- _@ (D e @ (D (D ___ � ----- ---__ --------- 1�, \ __ - -- 9:� ­--g--0=_Z- o ___ I", 1-1 .1. 13 'N \ 1_� __ _G__ - __ __ -.- 1-1, - - - \ - 1�, � "I � /­11 1". . 11 _ - - __ - - . I Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) 53 24 7.1 18.2 24 55 24 8.6 21.2 24 1 57 24 1 9.6 1 23.2 - 1 24 1 TRIP GENERATION CALCULATIONS ALBEMARLE COUNTY ADT RATE AM PEAK RATE PM PEAK RATE CENERAL CONSTRUCTION NOTES CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 1. PRIOR TO ANY CONSTRUCTION W THiN ANY EXISTING PUBLIC RIGHT OF -WA Y, 94 V P D 7 VPH 10 V P H INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED PHASE IIA - 10 DWELLING UNITS PROPOSED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS (47 ENTER / 47 EXIT) (2 ENTER / 5 EXIT) (6 ENTER / 4 EXIT) .73A4•'' DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. 264VPD 21VPH 28VPHIIB &III - 28 DWELLING UNITS WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) (18 ENTER/10 EXIT) GOVERN. CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 LOT w 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 366 V P D 23 V P H 28 V P H LOT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. PHASE I - 50 DWELLING UNITS PROPOSED 4 J.EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN (183 ENTER / 183 EXIT) {5 ENTER / 18 EXIT) (18 ENTER / 10 EXIT) ACCORDANCE W17H 7HE APPROVED EROSION CON7ROL PLAN AND SHALL BE 102 VPD 6 VPH 8 VPH INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC770N. PHASE IIA - 14 DWELLING UNITS PROPOSED (51 ENTER / 51 EXIT) (2 ENTER / 4 EXIT) (5 ENTER / 3 EXIT) 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND 1062 VPD 67 VPH 82 V P H MULCHED. PROPOSED - 145 DWELLING UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTER/30 EXIT) 5. THE MAXIMUM ALLOWABLE SLOPE iS 2:1 (HORIZONTAL: VERTICAL). WHERE rV 1,888 VPD 124 VPH 156 VPH REASONABLY OBTAINABLE, LESSER SLOPES OF 3••1 OR BETTER ARE TO BE TOTAL- 247 DWELLING UNITS PROPOSED ACHIEVED. (944 ENTER / 944 EXIT) (29 ENTER / 95 EXIT) (99 ENTER / 57 EXIT) �3g LOT 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) L� LOT IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED i36 NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. r LOT 7. ALL 7RAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES T� 8• UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED , �33 ' .� r it , r LOT LOT CONCRETE PIPE -CLASS Ill. �° �• ,: •-. O L°T LOT �°9 =30 �3' .,• .,, . ... LOT i=7 ==8 r .COT 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH r r L�3T LOT - - _� =3= OSHA STANDARDS FOR THE CONS77?UC77ON INDUSTRY (29 CFR PART 1926). r r , ' O Q u9 r i J•; ; LOT / r ,,...,•...,.. \3 1 . o - •i', Map" a om r F, I ! q� �� NAM rr it �, , r�.• J, r �.` .♦, ! .�7� t � ^ r rr � C • �r `. � • �! - . Ill. I - e"."� ® ,% .. ��, '���. 9 r r ' 7 1• r ■ 1 ---' 83.2- ADT j Lor v m \ LOr 4 ? S � COTT R.��LLINS!Z U No. 35791 7/29/22 0 N L A L. \x• 1 1 �w ••4 •"b '41 w�. t a'K i S s a , :r \ J N N .x . w N N m r r; t " e I- rn r Q T"1 N RIP r IVE I �r • EE i Lii � j/ m e 1 100 j t I a i 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. r 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR I OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE o 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. Cl COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE NOTE: PROPOSED LANDSCAPING TO I R/W UTILIZE OUTER 3' OF PLANTING STRIP 9' ON -STREET PARKING ONE -SIDE ONLY R N BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PER 3' CLEAR ZONE REQUIREMENT (MERE INDICATED °N P`"" CG-6POINT DRAINAGE: 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WiTHIN EASEMENTS _4v. 4" CONCRETE 3' CURB & GUTTER FINISHED GRADE CC-6 4" CONCRETE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER C ONE (1) FOOT. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE j'j SIDEWALK CLEA, R ZONE CURB & GUTTER SIDEWALK 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. W I- - SURFACE 3 OR A NATURAL WATERCOURSE. EXIST. GROUND 2% 2% 2% 2Z EXIST. GROUND 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES 3;� ^' AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON N F--1 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD PLANS. r� VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN " 6 PLANTING ''# s' PLANTING 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A 0 V 4 VDOT 2E 4' 1A 4' 1WA STRIP 4" VDOT SE POINT DEEMED AS NATURAL WATER COURSE. (v THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL � STONE BASE 21A BASE SUBBASE 21A STONE BASE BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY Ex1sr. GROUND 1 5 s 8qq°"E ATONE EXIST. GROUND 2.5 13.5' TRAVELWAY 13.5' TRAVELWAY 2.� 6 5 , PAVEMENT: SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. W 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, 31' F/C-F/C 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 < 56' R/w ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. B OR C). TYPICA.L W IChTBOWIfOO.D STRff.Er SMTION le6`6 ' R/,Yj1 2, SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. H J 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT VO.r>I'fB S'T"TT/CLING LANE' (PUBLIC ROADS 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO cif U. STANDARD PE-1. . PLACING AGGREGATE BASE. GS-SSAR T�SIDL'NTIAL & �Ifl= US•E' SUBDIVISION STREET DE'.SIGN SPENT- 26' afPH 4THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION -� 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. PARTYING ALLOKET ON ONE' SIDE' ONLY DELINEATED KITH "NO PARIUNC" SIGNS OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL > � • E--•� 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT I I I W H Ln NOTE: PROPOSED LANDSCAPING TO REQUIREMENT WILL APPLY. Ln FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND R/w UTILIZE OUTER 3' OF PLANTING STRIP 011-RC/c R/W TYPICAL SINGLE FAMILI Y ATTACHED UNITS VOID, PER 3' CLEAR ZONE REQUIREMENT POINT OF 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL -' 5' SIDEWALK WIDE CONCRETE 3' CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' S' WIDE CONCRETE -'-' DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. `�� �-_ CLEAR ZONE CLEAR ZONE-1 SURFACE � SIDEWALK g;� 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE EXIST, GROUND 2% 2% 2X 2x Ex�sT• GRouN OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND 3:Milk", ' I I 'I. .. .:. . , '. "w - _6 - : ti LAN CONVENIENT ACCESS. s STRIP NG • „ • , s' PLANTING 4" VDOT 21A STRIP 4" VDOT 21A 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY STONE BASE 4'21A SUBBASE 4 21A STONE BASE VDOT FOR PUBLIC ROADS. EXIST. GROUND 10 5 6 gTON STONE 1 EXIST. GROUND 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND 10' 10' o z s 5 FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. (TRAVEL LANE) (TRAVEL LANE) 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO I z4' F as9'' FIG R/w VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA TYPICAL 1Vf'I6HB0R•fH00D STWEM" SECTION ��'9 , R/#r) INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. TZ41fBLING B,ROOIf LANE, LI7lGHFORD ROAD, BUDSON STRE'E'T, DUPREE' STREET GENERAL ROAD NOTES: :MERCER STR.E'E'T, LffXf LANE, DUNNAGAN DRIVE' (ALL ,FU6L1C ROADS) GRADING GS--SSAR RE'S'IDENTIAL & JTXED USE' ,SUBDIVISION STREET DESIGN SPPEL O' ,25 afPH FARMING ALLOK D IN BUJtP'IUTS" ONLY 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PER 3' CLEAR ZONE REQUIREMENT POINT OF PROJECT. R 3' CC-6 C� FINISHED GRADE 3' R 5' WIDE CONCRETE 5' N1DE CONCRETE' 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF SIDEWALK CLEAR ZONE CURB &GUTTER c& L�= CLEAR ZONEJ SIDEWALK�--� SURFACE CURB GUTTER I_ _I WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. �Xjs\T GROUND 2X 2� EXST. ZOUNo j. 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' WOT 21A 4' wor 21A STONE BASE CURB & SUBBASE CURB & STONE BASE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE six `11ER BASE I PAPoGNGeuw-Gur GUTTER sOEwkx SUBGRADE. 7 E,VST• GROUND t O KANMG gip 25 1� D' d PSG STW EXiST• GROUND p. DRAINAGE (TRAVEL LANE) 55' R/W (TRAVEL LANE) a ON-SM;TrARIaNG 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) TYPICAL NEIGHBORH001> STREET SECTION IYr BUMP- -OUT PARZING �6- ' R%fYJ FOOT. TOP HUDSON STRLL'T, DIJ'PRE'E' STREET IfE'RCER STREET, & LEXI L,4N•E' (ALL PUBLIC ROADS) 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD „ GS--SSAR RES1PTA7IAL & �tIXTO USE' SUBDIVISION STR•EL'T DESIGN SPELL?' 25 jVPH CONDITIONS INDICATE. CURB OF 4 2 R PARTYING ALLOIPED IN BUdff-OUTS ONLY - SEE' SITE' PLAN FOR LOCATION OF BUMP- OUT PARTYING SPAC.E'S 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF a , FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION 6" SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS 13" a °. a4 (VARIABLE WIDTH) • » w or 0 7fi '/y/.,���•'s U LOT , ��'• I 37 G� � 0 0 Lar u m W U z LaT p 4i O ULU LOT .S .... .. ., I or s� LOT LOT T LOT . Q., . end x?' t0 �., }, w• .,/ � LO ...... ::: : •:.r . •, • , • , .. 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LOT s� • n, .. .:....... -. l'ri . .... .... n , . .•-.•..•.•„ LOT r , 1 n ,LOT, Lor ^ ''Aa• LU , • V - :• ..•a + c HAS E I I • .. ,:.... , ,< .+. LOT ♦ � .• ,. .., '.• 1 , �;... y; ,r•-.„::: _ .. .,,. • LOT .. .. -,a, +.. , , , .. • .: ., ....-. a ...-."•:,.._ ti . , ',S� t'?\ �.' LOT 95 ' .. �„r. , • , . , , ,, , • . .. .,.r' .. � Lo7 ,.'»-a..!." �' :1 . p_ y*• -t. ,t LO • i 1. .:.. . , , •r'•, , •,•. ,,•,.•, •."•• .. .. • 1. •• •• hj < .. , .: ., . , •. , .. •, , , ., , . ,. • .. .. .,.. .,. •. • LOT �n';: 9 ff w '- t • LU .,. .... LOT , , , • , • • , . , , .. .. •. "'"`a. L e .� „ , , ... • .. .. LOT ., , .. , ,a g Wig. .• .. ..«. ..,. ,... . •.. �-i, r. ;" - f�.r .. «✓. .. «.,•, .. -,. LOT .• ..•, .•• >,'.,, •. .,,, ,,.•.: tUr .r:ir: ' vi� ✓� d 1t' �i 4 J �f f,/ o-=Y ♦d -, Fable 4: Pavement Design VDOT Pavement Design Guide) ,�. •,� •.4.,. Pa m nt I nY�, �( 9 ( 9- ..� � LOT ^ • • „ •r • .. �- nt • •f.�+' 'rs•,. s +. oa..w .e m .. ••m R s a a a a a•• m •a• GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PROPOSED STATE MAINTAINED ROADS: 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 G S ST MIT IS COVERED. ii. INSTALLATION OF ANY ENCLOSE D UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. V RED iii. CONSTRUCTION OF THE CUTS AND FILLS FIELD INCLUDING FI DENSITY N ITV TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS 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 COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DEN SITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE R VD A FOR CONTACTING TIN C G OT MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS U NSP S WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. Pavement i P t Den s g RF- 1.0 Location ADT H CV Design n esi g ADT C BR SSV D r Surface h a Base b a Sub -base h a S D P McComb Street Clm L R S / g ane (Public Dad) 40 0 ? � 4 _0 2 4 4 11.74 _ SM �,5 1.5 2.25 _ BM 25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public b e Road 00 2 920 4 4 14.47 S1v1-9.5 1-5 2.25 B -2 M 5 3 2 25 21 A 8 0 6 14.93 Dunnagan Drive (Public Road) 100 2 120 4 4 7.38 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lexi Lane (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lite i_f'ord Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 2.1 A 6 0.6 13.73 Hudson Street (Public Road) 95 2 t 15 4 4 7,23 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Mercer Street 120 2 140 4 4 7.92 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street Street 108 2 T1 - 28 4 4 7.60 SM-9. 1.5 2.25 B1Y1-25 3 2:25 21A 6 10.6 13.73 SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. • : ° a 4 e n , •a• • .4 .. a 7 .. 4: a 4 ,� 4 CONC. I ZG� 2 W PAVEMENT G n- ... a a NOTE. .J, 000 PSI r C� PROPOSED 1.5" SM-9.5 � 4 n Uj w 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE •a 4 e .. „ A T 28 DAYS, o o a o � o PROPOSED 1.5" SM-9.5 � �' SURFACE COURSE PROPOSED 1" SM 5 9' SURFACE COURSE SURFACE COURSE 0 � _ � MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 6 MIN. / / / / OR STRONGER o 9 Q ry �,(J XISTING PAVEMENT a PROPOSED "BM-z INTERMEDIATE COURSE JOB NO. APPROVAL THE PROPOSED METHOD OF CORRECTION. /\\/\\/\\/\\/\ \/�/\/ 4 • :=ixol\\ . 7.1 • a�j\///\/// \\ 7 - PROPOSED 8" z1-A > BASE COURSE EXISTING STONE 1 PROPOSERS z1 A 1„ 82154 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 1 6 2 \ �� ' / / / / / / / / / \ \ \ \ \ \ \ \ \ \ //�\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ / / / / / / / / \ \ \ \ \ \ \ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\;/\\/\\/\\/�\/\/\/ \/\/\/\/'\/�./\/\/\/\/\/\/\/\%\��\,`. SUB -BASE /��,/\\/\\/\\/\\/\�,/\\/.�\/\\/\/\�/,� /\\/\\/\\/\\/ ASE COURSE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE STANDARD CG-6 DOT #57,#68, OR #78 '��^�'` ' \�\\\\\�\\�\\�\\�`\/ // ////�/\//'/ \/\\�\\�\\� SUB -GRADE \//\\//\\\//\\//\\//'� /\//\\//\\//\\// \ \\ \ \ COMPACTED SUB -GRADE \/�\\/j\\/j\\�j\\//�\//// / /\////\\//\\//�/� \/\\ \ COMPACTED SUB -GRADE SCALE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. STONE BASE UNDER CURB 4 21-A STONE BASE AS SHOWN 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING CURB &GUTTER & CHECKED BY VDOT RIOR TO PAVING AND/OR CONCRETE SIDEWALK PRIOR ASPHALT PAVING -EMERGENCY ACCESS ROAD ASPHALT PAVING -MILL BC OVERLAY ASPHALT PAVING -PUBLIC ROADS SHEET NO. AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS NO SCALE LLIN NO SCALE APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. NO SCALE NO SCALE NO SCALE 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2023.) 1. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE 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 (i-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. zo. 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, 201.4 SENATE BILL 8 WHICH AMENDS THE SAFE DRINKING WATER ACT). ( 3 74 H ) 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. 1.3. THE SEWER LATERAL BEYOND THE CONNECTION AT 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. 2.5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. il Q 0 z Cn;I Cn JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES U WATER SEWER LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ET0' EASEMENT WIDTHSt WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER --•�- ----• 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 Splash Block Instructions I 9efmain,lalt4-ofthe Splasl?0lo<k, yr any Patent -pending cut-out to allow ram dloe t is c e .a.�t k q ehe Breda for fitment of downspout with oundth tau d tivn sl p s .,yG �, `fie h.use. be 6 fall in first low clearance of elbow There should a inch the 10 feet I- the h-, .- ' Water directing chevron pattern reduces washoutOW AMERIMAX Hole for landscape spike at front of splashblock allows amerimax.eom 1 800-347-2506 it to be secured to ground ava.�enwnnwa.coln NOTE: ROOF DRAINS MAY NOT BE EXTENDED TO OUTFALL ON SLOPE. SHEET FLOW MUST BE ACHIEVED BEFORE ANY SLOPE TO PREVENT EROSION ISSUES. _ _ I (4) 1" (25mm) D(A HOLES -i ON 32 3/4" (834mm) DIA --f BOLT CIRCLE. 2" (51 mm) LETTERS q,. O (RECESSED FLUSH) [25mm) // � (2) CLOSED �Qr PICKHOLES 1 1 /2" I- [38mm] o�+ Q o 1 m S W (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699MMI [35mm] 26 1/4" DIA 7„ [178mm] [657mm] 26" DIA 38mm] [660mm] 1/4" (6mm) DIA 3 1/6" 24" DA NEOPRENE GASKET [79mm] [606mm] __° " ' 28 7/16" DIA I 5/8" 23" DIA 1 [I 6mm] [584mm] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 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 -CUT CONDITION UNSTABLE an 4''MI a" - INITIAL BACKFILL 4'�M1 SOIL MIN, MIN. 80 MIN MIN. #68 STONE GRANULAR FILL AS ,APPROVED BY ACSA S >7CK' z 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 R _ANTS OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL. HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD--•2 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL O � O 1" TYPE 'K' --. SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES DR DUAL RESIDENTIAL AND IRRIGATION SERVICES. I'xl'xl' TEE o ( NOTE NO SWEATED FITTINGS DUAL SERVICE 2- R V COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE "K" SOFT COPPER o Q o FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FCAST IRON LID FINISHED GRADE 12"•�15" MWING METER YA & Box 35, MIN. COPPERSETTER 1/8 BEND COUPLING Q METER JAya,,� ,,tI A71ON STOP t BRICK AS ti :!'n t S_ ^• NECESSARY + . BAND OR DUST UNDER t���'1•'i#t i'w^t +�•.y xn c iT t"t 4' DIAMETER DRAIN PIPE, 12" 80x AND SETTER (2-INCH i� ;'e1r'+ I4 tr LONG STONE POCKET, VDOT MINIMUM THICKNESS) SPEC. 203, NO. 57 AGGRECAIT: TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-t)A TD-10 (4) 1. - (25mm) VA H01.. 5 QK 3x 3 4` (1334mrr1} DiA 27 i /2- DIA (38mm) 8£ILT CICtE. [&99rnm 0 26 1/4" DIA [ 667mmj ---�{ [176mm] I 24" DNA [60amm] as 7/1 s' pw [722mm] [16mmj 35" DIA 28" C) Q [914m1rt] [660mml FRAME $ECTION 2Q mrrl� F [38MMI C�Qj 2" (51 mm) LETTEii5 (RECESSED FWSH) (25mm] 3 13/16" 0 22 13/18 2 1 /6'" [97mm] [579mm] [54mm 0 25" 1 3/8" [635mnn] 0 ` [35mm] 9/16" O.D. OF GKT GROOVE T 117mm[14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET $EE AS5EMPLY OEiAri (2) WSHA 1/16 x 5/8 X 1 1/2 .1840" - RUBBER PART# 00681045 (2} CORED 1 5/5 (2) BLT HEX 5/6--11X3 1/2 SS W PAC w$ [5mcT1 24a©" " [41 R1m PARTS 1309617.54 [6mm 1/2 63 DIA. STAINLESS STEEL I30D1 PA wsHR 313 8 1.60 CD ss PLAN VIEW i 1/a" (29mm) tNA Boss [13mm PA00981319 PIGKBAR & LQQKLt)G HOLE D7 TAIL Nn't�S; 2) NUT Hx a/e-�11 zr� r�YLt� PART# 00961284 1. ALL MANHOLES WITi{iN 100 YEAR FLOCIOPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING'$HALL HAVE WATERTIGHT FRAME do COVER, (2) NUT HX JAM 5/a--11 ZN 21 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, PART# 00981225 3. GOVMS SHALL BE FIXED) TO FRAMES WITH LOCKING LUGS 08 SIMWAR ASSEMBLY. 2) 1035R LOCK LUG TYPICAL, WATERTIGHT SHORT) PART# 60193585 MANHOLE FRAME & COVER LOCK LUG AS EMF LY N.T.S FIG S-1-E TO.32 PRECAST CONCRETEMANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS, FA 45' 'T a 1i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) OU.YD. (FEET) CU.YD. BEND L H _T L H T, 90 2,50 2,50 3.01 0.24 4" & 61, 45 2.00 2,25 2.6Q 0.15 2,00 2.25 2.50 0,15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2 O 0.10 90 3.66 3.10 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 3,16 297 2.66 0.32 11 4" 1/ 1. 6fi 2. 16 2.67 0.1 3 90 4.83 3,83 3.42 0.83 10" & 12" 45 3.33 3.511 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 1 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 & SIDE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-- 3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, SET DOGHOUSE RASE b;, •ay.`/� t EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHAD 4 �d ».' 1 ';A MIN. 12" CLEARANCE BE PREFORMED BY MANUFACTURER OR e ''P A" .•I, BETWEEN EXISTING PIPE SAW CUT TO FIT PIPE AND STONE BEDDING OUTSIDE DIAMATER PLUS B". , r .• ' ,, 12" THICK VDOT `=°, . �No. % WxWx16" AND 4"x8"x16" ' 08 STONE BEDDING SOLID CONCRETE BLOCKS CENTER WALL (4 EACHjR DOGHOUSE MANHOLE BASE t lllllllltl lllllllll ll lit lltl.11 lllf 11111'Illlllllllllll It titllli IIII II IIIII II IIIi/llllll ll lllll ell lllll.11 l.It ll{IIIIII MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE To FLOW A MIN, WRAP EXISTING PIPE WITH l'-•Q" BEYOND BASE a t NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING I` 12' MIN. CAST -IN PLACE ti 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW 1111IIllllllll111111111Il lull lltlflllll lillllli 111tl lllltl111l111111111111111111111t 11111111t1I1t111111II II1111111 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T,S FIG. S-1-Al TD-26 TYPICAL. METER BOXES (5/8"--1" METERS) NTS FIG. W-7 TD-•13 NOTE: HYDRANT MUST, BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 1 a' (270') 18"-22" 7 CU, FT, VALVE BOX #68 STONE 42"MIN 6" GATE •r.♦ i° r VALVE ♦.' vI q i /1 t - 81, X oil 1 q 2500 P,S I, CONCRETE ' BASE AND THRUST ` ;' ,r':,'! erlAr! ► bra �' q•a BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A. HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE I. 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. 1T 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 WE HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 s ' VARIE / VALVE BOX 11 D BRANCH .AMETEK R C 4 DIAMETER VALVE I AND. V L �-� = �--r---•-..._ J. PLUG VARIES ^a T WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC a CAP i LUBRICATE ALL THREADS THRUST BLOCK �° ' METER. BOX (SEE FIG. W-7) VALVE O --- NO. 57 STONE M.J. FITTING 2" PIPE SLOPED ' TO DRAIN IF GRADE ALLOWS ;4' VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN Q BRANCH 12') --- ----- Q `!fir / 2„ FLEXIBLE CONNECTION --f LJ NOTE WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL 1- BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED if TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FIG, S-1-B TD--27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO, A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LAERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE.. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL. 45"WO"' IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S.. FIG. S--2 TD--33 PLACE „ 5' GALVANIIED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - I I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID it Z U Z N. M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE �' .4 2"x 2' BEARING AREA. THRUST BLOCK 4 -4 p 4 A a ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 FRAME & COVER. (SEE FIG, S-I-D,E) STREET SURFACE OR NON --PAVED AREA SLOPED AREA 1 "-0" MAX 2'-- 0" I 'A d RUBBER COATED STEEL "' 3'-0" MIN STEPS CAST IN PLACE I PRECAST REINFORCED CONCRETE SECTIONS "0"' RING SEALS , 16 MAX if MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5 11 „ 4'- 0 _ 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING 4 SEWER. A FILLETED INVERT OR A SMOOTH a k t d ,l TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. L 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL. MANHOLE ...... ....... SECTION SHOWING BRANCH -TIE-IN N.T,S FIG. S---I-A TD--25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3Fi"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6'" LIFTS) THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER N0. 68 STONE LBEDDING HAU HONING 6" max 4t" min - FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF --WAY SHALL BE BACKFILLEQ 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, fib STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S--3 TD- 34 In O�'ll SCOTT R. INSZ U No. 35791 ,� 9/20/22 ~z,� jONAL E F- z O W U 0 ¢ V)O U �1I I °;d U oa ~o as > 0 w z O V -� O ¢ U PMI Q � W > H > H ¢ m im m ¢ J ¢ LU ce Q' Il.l a 0 a W Ul LuLU >�/ H LL w cy- W N N N Q can rn o LO 1711 rn PVI STA:11+07.50 PVI ELEV: 736.67 755 K: 26.o8 I LVq: 115.00 o LNn °o m Ln + 0 Ln m Ln 0 � r\ 750 a u EXISTING v ----�;- > m- GRADE --------- -- > -.--- -- E > w \ m w I PVI TA:1o+15.00 ;INTERSECTION; OF PROPOSED MERCER STREET PVI ELEV: 734.82 (STA.11 I62) GRADE 745 K: 2.50 w/ HUDSON STREET (STA. 1o+oo) LOW P�. STA:1o+15.o _ rz LOW T ELEV: 734.87 O N O N ' O of o rn i o�- opt ri ri -� V V MIN. > CO > w / f m w 735 - .o ° I 2. ------ -PROPOSED ------ --- -- -- - --_ _.._ - PROPOSED VDOT 8"x8" TEE STD. CD-2 & (3) - 8'i G.V. P 730 -- -1_' _ ---- -�_ PROPOSED -------_-_-_ STORM ------- - - INT &SECTION OF SEWER CROSSING MERCER STREET (STA.1o+o0) w/ RAMBLING BROOK LN (STA. 22+45) ROPOSED 8" CL, 52 DI WATERLINE 72-5 PVI STA:12+98.23 INTERSECTION OF PVI ELEV: 748.89 MERCER STREET (STA.13+93) K:12.47 w/ MCCOMB STREET (STA. 24+18) LVC: S5.00 rn It 755 + + rn H Lil H LLj V U > 00 > w m w '..° ° _ 1 __750 PROPOSED FIRE HYDRANT /-ASSEMBLY w/ 8"x6" TEE 1.4' 1 2' PROPOSED STORM i 4.01 SEWER CROSSING 70A PROPOSED 8" SANITARY SEWER CROSSING PROPOSED STORM SEWER CROSSING -- ---T-------4. PROPOSED 8" CL. 52 DI WATERLINE ROPOSED 8"x8" TEE & (1) - 8"G.V. N ul co ao co m 00 o rn +� Ln "D Li) r> t\ Gil d) rr) rj Imo. Wr Cil N dj Zt tm ^ mr�. n rm ^ n r- n r- rl r'� rl 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MERCER STREET PROFILE 14+00 __745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 735 730 725 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 303.04 770 IN7 HUDSON STRE w/ MERCER STRE PROPOSE PVI STA:10+23.00 PVI STA: io+96.35 PVI ELEV: 739.71 PVI ELEV: 738.97 K: 26.00 K:12.25 LVC: 26.00 LVC: 6o.00 o 0 00 Ln 0 0 Ln Ln 745 m 1-9 PVI STA:12+17.77 PVI ELEV: 731.81 K: 26.17 LVC:102.00 00 k.0 ao p lD m tlo m 4- r�l 745 O W O W V V + ^ ri W + chi LLI 6i V > ri Vj LU > > °>° > w m w m u mI)XISTING jj > L>Li w m ! w W PVI STP PVI ELEV: :13+04.a4 730.09 I 740 / GRADE I K:2.50 740 &SECTION OF --- 0 °%` �-- _-i-__ - PROPOSED ___ GRADE - L - L-V�:-10-oo O PT. STA:13+04.04 LO T ELEV: 730.14 - T (STA.1o+oo) T (STA.11+62) 735 0 ° m' + �i (' m '� 735 V V D 8"x8" TEEP 4.0' u m 35 u w w :(1)-8"G.V. I MIN. m � 730 1.3 -=,o - -------r-----PROPOSED VDOT_ STD. CD-2 I I i12 °°i° 730 --�.-____-__ PROPOSED 8" SEWER -. SANITARY CROSSING __ - - --- JINTERSECTION HUDSON _ OF - STREET (STA. PROPOSED STORM w/ LITCH ORD ROAD (S f SEWER CROSSING 725 PROPOSED 8" CL. 52 DI WATERLINE I 1.5 725 PROPOSED PROPOSED STORM 8"x8" TEE & 720 SEWER CROSSING (2) - 8" G.V. 720 1p C� �i CTt O N N r^f o ri rn r-n n ail m n f� M A R rrn - O � 10+00 10+50 11+00 11+50 12+00 12+50 HUDSON STREET PROFILE 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. 13+00 13+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 f L. HORIZON"I'AL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 770 0 11SCOTT R. LLINS'Z O r~ p No. 35791 7/29/22 ��SSIDNAL E��1� V) z w 0 U ¢ U) V o?S 3+19) A.11+22} z0o H ¢ U H w m z J o N z o ¢ E-- Lu 1--1 uiCe > m J w rz 0 w V) H w f HIGH PT STA: 27+17.00 LOV PT STA: 27+5 00 I H I G H PT JTA: 30+47.13 HIGH PT ELE) : 748.88 LOW PT ELEV: 749,6g HIGH PT LEV: 8. � PVI STA:2611+ 2.0o PVI STA:2 + o� 75 37 9 7 75 I PIVI PVI ST :30+04.67 PVI ELEV-748.27 VI ELEV:75o.3 INTERSECTION OF RAMBLING BROOK LN (`STA. o+ 1} LOW P STA: +01.6 (� 34 LOW T ELEV: 754.97 w/ EMERGEN Y ACCESS RO D (STA.1o+o0 765' � I I PVI EL V:758.98 K:28.2�6 K:37.35 PVI TA:34+14.17 765 , ___-..___-____..__.__..__ _ K:�1.o .---_--_.LVE: o 0o 5 1 5 - LVC1150.0o - PVC K 26 2754 69 -, --_.-----_-_-_- O rl O co O CTl O .t O N O 00 O lD O N p 5 I.VC:80.00 LOW PT STA: 231-84.00 LOW PT ELEV: 736.79 _t H °'t °, 't °O Ln of ID + n + n + r� + n N Ln N ,;i N Lu N Lu ao Lli + r\ cl 00 t\ Ln + r\ v ¢ �' 760 --- ----- - -------- I - _ -_ - PVI STA:24+3�.00 f _ -._ _ -_- T--------' v N V rn w (A > > �; vi > " v It m V LLr--_--_-T- ------ --- - ---- -v- w - c0 ---G --- ---� --- > W > > u m ° m v - (F? ---- - > V W - --- PROPOSED GRADE I -- --- Ln Ln Ln + � Lu " L1 --m - _- -- m w -o _- �y- - V J O �? V 7 O - K:33.24 m m w m W v> + U> LVCaoo.o 4 INTERSECTION OF RAMBLING BROOK LN (STA. 26+ ) DUNNAGAN DRIVE -1 05°� >m L° z ran w Q o rn o r\ a a o �n w/ (STA.1o+00)\� \ 3 5' \ w °% 755 00 m 00 m -- 31�%----- -- \\ _.. _ , - - - \\ `\ M N.\\ - - - �- \ \ ILL m 2 ° 755 vi > > m m c.. > > w w \�� PROPOSED 8"x8" TEE' (TYP.)�\ PROPOSED I \ \ \ \ VDOTJ STD. -2� PROPOSED FI HYDRANT AS`. 7S0 ---_�__.__.----._--- -------_-__-- �_.----- -- --- - - - 1O ---- --- - --- ---------- \ \ SED FIRE HYD-RAN__. -___---- -_-_--_-.---._- _--- - -2-%-- -- - _ --_ PROPOSED ASSEMBLY w/8x6TEE \ \ \ & i G.V. AIR -RELEASE VA ___PROPOSED _----- \ 4 ' -- 750 -- - _ i N \ I \ \\Y \ 64A PROPOSED STORM PROPOSED 6" - 45°BEND o PROPOSED GRADE I `� S2A �\ FILL \ PROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING 745, \ \ �\ (TYP.) PROPOSED STORM 6oA 745 ± INTERSECTION �- ---- -------- -- OF - --- - -- __ --C) p -I=- _ z 0 v O m w z - ---- - - - ; % �21 --- - - -\� �- - , -` - - --- - - - - ---SEWER CROSSING -_ - ' \\� 1. \ \ ` \� ( \ _- - - - - ---- -- --- -- --------- -- ---- - PROPOSED 6" CL. 52 DI WATERLINE - - -- - PROPOSED STORM-- SEWER CROSSING RI AMBLING BROOK LN (STA. 22`+45) / MERCER ST i EET (STA. so+o?) j 0 ¢ Lu z J L m w \ \ EXISTING GRADE PROPOSED 8" CL. 52 DI WATERLINE \\ 17 \\6 5' BOA EXISTING GRADE 74 I W J F- 3.5' \ I PROPOSED STORM 740 M N . - - _-__-- ----- __._____.___.. _-----------__ _-_-------_----___ _---._._--_ _._ \\ - SEWER CROSSING I PROPOSED STORM 39 PROPOSED FIRE HYDRANT 735 1.Zo% \ 4 01 SEWER CROSSING ASSEMBLY w/ 8"x6" TEE � PROPOSED 8" SANITARY 735 - - -- ----- - - - IL - - - - -- - - --. _ - -SEWER CROSSING --- . ---- --- ---- - -_-- -- - -- -___ _ - __-------- ---.- -_ - - ------- \p.) \ \ \ �, 1,3 PROPOSED 8 SANITARY PROPOSED 8"x8"TEE 6.7 SEWER CROSSING „ & (3) - 8 G.V. PROPOSED SEWER STORM CROSSING WATERLINE ROPOSED 8" CL. 52 DI 730 2. -- -- - - - --- --- ---- -- I _.--------- -- -- 3 2 A - - .._---- - - ------ --- ' -- ---- _.� -- - -- ----_ - ---- ----- ..- - - -- ..._._----_.-.. ----- i- -- - -- -____- --- ---- -- -------- - --- ___ -_ ___- -- -- -- -- ------ -- ---- ------ -- -. _.-.__ - -- _ __ -- ------- -- ------- --- _ ___ ----- --- --- -_- _ --- --_._ _. _---- ------ 16A PROPOSED 811x8" TEE & (3) - 8" G.V. PROPOSED & (3) - 8" G.V. 8"x8" TEE PROPOSED FIRE HYDRANT ( PROPOSED SEWER CROSSING 8" SANITARY 725 72S ASSEMBLY w/ 8"x6" TEE I ( 00 N rr 00 rn r 1 °l rn rn ry) N o Ln of N 00 a ri 00 Ln N rn <a m O Lo Lo 0) Ln Lo N rx� rn �D ri m 00 O Ln Grl c0 r{ N o � � m °1 rl 0) �° 00 �- 0) Ln `� N d- 00 m rn rn d- t m Ln r'Yl rn ul O m LD �t rn n r` m 00 00 m O O N O 00 m lD O 0o �T �- �f Gil ri rr m Lo �r1 t` . lD G}l 4 00 rl Ln 00 r rl Ln Ln t\ w t trl Ln m ltJ Lrl CD c r Ln Ln 0 ,� Ln ul C31 � .� .t Ul � ,� Li) � m r. m ^ r. m ^ m m r1 r. ^ r� ^ r. Ln ^ r� ^ r, r� r\ r. � ^ r. � r�. �, � r- � ^ r � ^ r. � r� r� ^ r� r, r. 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 ZAMBLING BROOK LANE PROFILE 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 20 N N Lu N N o U-) PVI STA:12+12.00 Lo PVI ELEV: 719.27 m K: 26.23 Q LVC: 70.00 rnV) O dt O d- I- o Ln o rn ui w rl+ ^ ItN 0) + r + ri 735 LLn rl i U � U w Q 735 m Lu PVI STA: 12+8 oo �-- D PVI ELEV:724�61 w K:1z.og O E LVC: 68.00 c~n o.___-__ 730 TA: o f w o_ o N v 730 -Pti/1 PVI -1o+y,_ - ELEV:711.73 ___-----.----- - - W _ _._ _ ____.___ --------�__N__..____ w p ------- K: 2,50 + N + � � v I�VC::io.00 LOW�PT. O STA: 10 F15,o T ELEV: 7 m m u W w / z 3 7 5 .1.78� PVI STA:10- 90.00 0 •00 725 .__._0�.___.� ate- �.__.._._.-� 00 r; is + � K: 26.40 LVC:78.bo z L0 -------------_---- O.. 0,..-, -14 7.62% u > o Ln �i0 40 w ^ PROPOSED GRADE Oi rq 72O '` m w + i� rq � r. 20 w z 7 rl U�' U w I FILL (TYP.) cri V) >ca >w m LuEXISTING GRADE / EXISTING STORM _j _-715._..- 3•5� --- - -__ __- SEWER CROSSING 715 7 '000/0 // PROPOSED STORM 10 0-�`VDOT STD. CD-2 SEWER CROSSING 7108 x6 TEE - (2) - 8" G.V.-,` STORM (1) - 6" G.V. I1 � _SEWER 6" goy' BEND TO FIRE 2.1' CROSSING HYDRANT ASSEMBLY 705 ( o5 - . I Dt ---__---- - 6" CL. 52 D 7 i WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA18 700 DUPREE STRE4T C/L STA 1o+og 700 O CT) N c0 00 ll� � O � O � H Of rq N rq rm ,, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DUPREE STREET PROFILE HIGH PT STA: 2-2-+43.77 HIGH PT ELEV: 749.00 PVI STA:21+86.27 PVI ELEV:748.41 K:59.g6 LVC:i15.00 �o 000 �10 � ai + H + N N L�iV W N Ljj U > m > w w 770 LOW PT STA: 28+46.00 LOW PT ELEV: 756.48 PVI 5TA:28+46.00 PVI ELEV:756.29 K:37.50 LVC:75.00 HIGH PT STA: 27+78.52 Ln � Ln tD HIGH PT ELEV: 756.82 0 6, 1.6 6 u, PVI STA:27+45.93 000 r\ o+o Lu N PVI ELEV:757.29 N u > m LnK:29.91 > w I VC' 7r_nn HIGH PT STA: 30+23.00 HIGH PT ELEV: 758.49 PVI STA:30+03.00 PVI ELEV:758.26 K:65.o6 LVC:4o.00 °o m °o � 006 0 Ln N Ln + r\ + r-1 rq m w v> > v> > > m > w m w LOW PT STA: 2-9+30. LOW PT ELE) 770 g+5o.00 00 LOW PT ELEV: 751.94 �m rn �o PVI ELE�:757.33 i PVI STA: 6+o0.00 co Ln o �°, K:5 •48 N PVI ELEV:752.65 o W 00 '� LVC: w 0.00 Q v K:6 j+ 99 LVC:s4o.0o N vi > U m N vi > o m U w o �' o co O� (2) PROPOSED 6" 45' BENDS TO CONNECT _ _�__ .___-___ __ _.______��_____._ -_-__ _.� __- __-_WITH EXISTING 6" DI WATERLINE. TIE-IN TI w o o com '-'� +' � Ln + 6" DI WATERLINE WITH PROPOSED 6"x6" T o H 00 6 � �°v'v r°i' w NOTE: 6" G.V. SHALL BE CUT INTO THE EXI L° m Ln `Ul ^ r� Ln ' > m U > W �TO 2 m N W N W TIE-IN EXISTING C ING LANE 760 i O+ v m v W m w STA 30 23 760 - T--~�m I O _... w --[------PROPOSED _-_ --__- PROPOSED - IN I ER S E CTI O N OF---- - -- GRADE CLING LANE (STA. 2g+33) w/ - 1,130/0 1- w LuINTERSECTION ! MCCOMB STRF�ET (STA. 26+53 TIE -INTO EXISTING MCCOMB STREET z uj DUNNAGAN DRIVE (STA.12+75) 75 EXISTING 6 DI p i w/ LEXI L 'NE (STA. 13+64 '�J 1 00/ ` �.00% WATERLINE TA zz+46 755 ! w U -_w w _-- EXISTING GRADE ------------.---� __-_ _.__ _ __-_- __._- __ - _--_ _ _____.. _�-_ 3 5' ---_.--.--PROPOSED V D O T- -- _ - - M I N.,--- 755 3.18% � STD. CD-z I 1.5' 46A EXISTING ROAD 750 GRADE III 1,0300 f � 5' 750 PROPOSED 8"x8" TEE 3.5 �__.____ MIN. -.--_--- ---- -- ---PROPOSED 8"x8"TEE- 5.5 -----_.T..__- - - __. __ P R O P O S E D STORM- M._ SEWER CROSSING . �_--_-.--- __._ _ _ ---- - r -- I --- - -- ----------- ______ - & (1) - 8" G.V. I 48A & (2) - 8" G.V. ROPOSED 6" CL, 52 DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE 745 f _�-- I 1.3 PROPOSED 8"x8"TEE � PROPOSED $"X6" REDUCER 745 -------_-_- -1 --PROPOSED _- PROPOSED STORM -' -__ _ _ _ Y ---_ _ __ & (3) - 8 G.V.---------- " - -- - ---PROPOSED STORM- -- - - - - _ _ PROPOSED FIRE HYDRANT � SEWER CROSSING 1.6' SEWER CROSSING ASSEMBLY w/ 6 x6 TEE 66A PROPOSED 8" SANITARY EXISTING STORM-ZA SEWER CROSSING 740 SEWER CROSSING , 740 ----------- ----- ---- - -- -REMOVE EXISTING TIE -INTO BLOW -OFF & -__ EXISTING 8" DI WATERLINE f PROPOSED ! ` 8" CL. 52 DI WATERLINE �- - -- MCCOMB �--- STREET CLING 4ANE - -•--- --- ____ _ _-__-, _ __-__ __.-__ _.-_ __--_.-__ I _EXISTING 8" CL. 52 735 ; I WATERLINE i` 735 N � 0. m m O M ^ c?1 O Ln �0 O O O m l0 N t o c I m m 'p ^ tE? rr m 0) O � N N � co � r �. LO � 0 r\ - � N m f 00 ^ of r!) 01 M ri 0) Ln t� CO -4- ^ 0 .j �t It � 00 d) O Ln O ri Ln Lf) O rn Ln � Ln Lo f Ln Ln Ln N LD Ln Ln �;� ko Ln Ln r , Ln Ln � , Lfl LJ 1 r Ln t p Ln �O t 6 Ln CU P Lf) n 0C1 �,� Ln � 00 Ln 00 0l LI1 �t r. r ^ r, ^ r. ^ r. r\ r-. Ln ^ r� ^ r. Ln r~ Ln � r, Lf) r V) ^ r. r. Ln rl r, Ln r, ra VERTICAL GRAPHIC SCALE 5 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. HIGH PT STA:11+95.25 HIGH PT ELEV: 763.54 PVI STA:11+70.25 PVI ELEV:763.o6 O K:17,g6 F- LVC:5o.00 U w V) LOW PT STA:1o+15.0o LOW PT STA:1o+62.50 N oo N -.t Lu LOW PT ELEV: 758.12 LOW PT ELEV: 759.02 � rn z PVI STA:11+oo.00 + r, + PVI STA:10+15.00 � � X w 770 PVI ELEV: 8.o PVI ELEV:759.77 w w w z 770 K:2.5o :2. v> v> j N l am w + l VC:1o.ao LVC:S.00 >m w f i (Az p p r�I LL e) O LOn Ln N I Q U °°Ln o� � Ln +� Ln -- 5 -_- -° w w -° w ---__ _ _- __--- ri w __--- --- - ---- ° ---- �65 j m > W > m PROPOSED > `" !' m w m GRADE w /' MILL & OVERLAY EXISTINGIDRIVEAY r 76o-v-- -- - - - ___- -- - /_-- 3 5--' 4 69%---- -- - - __- - _-76o EXISTING 8" D1 LOCATION OF BOLLARD FOOTER ° `� (3.75' OFFSET FROM C/L OF ROAD) FILL PROPOSED 8" CL. 52 STUBOUT (TYP.)� DI WATERLINE 755 '° , �\ PROPOSED 8"-45'BEND I 755 INT R S E C T I O N OF EMERGENCY ACCESS ROAD (STA.1o+oo) ` PROPOSED 8" - 45° BEND ( REMOVE EXISTING PLUG w/ RAMBLING BROOK N (STA. 30+51) EXISTING GRADE & TIE-IN TO E EXISTING 8" Di WATERLINE PROPOSED 8"x8" TEE 750 &(1)-8"G.V. 750 N m m cA NO 00 N t0 t0 l0 � l0 ` o t.0 �0 r� n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+5o 29+00 29+50 30+00 30+50 31+00 MCCOMB STREET - CLING LANE 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. LOW PT STA: 1o+15.00 LOW PT ELEV: 747.94 LOW PT STA:1o+53.17 PVI STA:1o+15,0o LOW PT ELEV: 748.65 PVI ELEV:747.$g PVI STA:11+o5.67 760 K:2.5o PVI ELEV:749.70 K:26.38 LVC:1o.00 LV�:105.00 °o rn o rn r + r, o � m 00 PROPOSED GRADE �00 ow oW + �'> U o `�> � w CO V w uj U iU) _75_5 _ INTE RSECTION OF PROPOSED VDOT STD. CD-1 DUNNAGAN DRIVE ( TA.1o+oo) w/ RAMBLING BROOK L (STA. 26+93) GRADE 750 EXISTING -2.00% . 2•p0% j PROPOSED VDOT � STD. CD-2 \FILL 745 PROPOSED 8"x8" TEE �� 1.7 PROPOSED STORM & (3) - 8" G.V. �, SEWER CROSSING 740 4oA PROPOSED STORM SEWER CROSSING PROPOSED 8" SANITARY 735 SEWER CROSSING o H m Ln '? o rrnn � ^ r�. ^ hLn 10+00 10+50 11+00 11+50 HIGH PT STA:12+33.13 HIGH PT ELEV: 756.33 PVI STA:12+o8.13 PVI ELEV:755.83 K:12.56 LVC:5o.00 mi, m r! m m '- rn k.0 CO Ln m Ln v> v> 00 mm Ww NLn 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. INTERSECTION OF DUNNAGAN DRIVE (STA.12+75) w/ CLING LANE (STA. 29+33) 76o w !� --- �_ - 755­1 U PROPOSED 8"x8" TEE 5� & (2) - 8" G.V. 3.5' MIN. 6� 750 I 1.2 47 PROPOSED STORM SEWER CROSSING --745 PROPOSED 8" CL. 52 DI WATERLINE INTI LEXI LANE ( 740 RAMBLING BROOK L PROP N ' l � ^ r`nLn CIS 12+00 12+50 13+00 DUNNAGAN DRIVE PROFILE 735 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 HIGH PT STA:13+10.75 HIGH PT ELEV: 753.30 PVI STA:12+71.50 PVI ELEV:752.52 K:12.07 LVC:78.5a LOW PT STA:1o+5o.00 Ln LOW PT ELEV: 739.21 N mLn r! rr, o rn m PVI STA:11+35.00 + ^ o Ln ^ + PVI ELEV:740.g1 H Lii H ,� 3 `N° K:26.13 vi U tii m U Q w 0 LVC:17o.00 > > + Ln 76o m W m O SCOTT R. LLINSZ O >~ ,U No. 35791 ,l�- 0 7/29/22 01VAL ON EXISTING z EE & (2) 6" G.V. w STING 6" W/L. O rlz H � + ^ rq � ur) Ln Ow �w Wzm Ln V m U w Ln Q O J 755 U "' �Xu 755 z �_� LOW T STA: io+15 0 ._.-._ LOW PT ELEV: 738.56 PVI PVI TA:1o+15.00 ELEV:738.51. 75 0 K:2.50 vC:10.00 EXISTING GRADE f 750 0 0l0 O� yl° + + 11, °iLja PROPOSED GRADE I PROPOSED 8"x8" TEE `n > cn > & (3) - 8" G.V. V 745 --_745 ___..m�m -. w �' � -_--_---_-�_-_.__,- _ _ .._ / 3-5 1I + PROPOSED FIRE HYDRANT I 1.3' ASSEMBLY w/ 8"x6" TEE MIN. 740.--­--- - -- ------ 34C _.-____ -_ -_ - 740 - :RSECTION OF PROPOSED VDOT I PROPOSED STORM STA.1o+oo) w/ STD. CD-2 SEWERCROSSING N (STA. z4+66) 735 _ - ROPOSED 8" CL. 52 DI WATERLINE F _735 1.3'I PROPOSED STORM USED 8"x8" TEE SEWER CROSSING I & (3) - 8" G.V. 35 I 730 i i ! 730 000 N N t` 00 t.0 rN1 r LLnri Lin O N O r m ry� ql Ln m Apo A� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEXI LANE PROFILE 13+50 14+00 0 z o a o � > 0a IN4 V) D Z 0 J o z o ¢ V) H ujLu Lu Ce a 0 w U) INV IN: 7: INV. OUT:7: . EXISTING GRADE ' Ln 2Ln o Ln �t = 2 2 O _ Ln 0 O 00 o 760 0 O Co �, m� !� co kD rn 760 x Lr) u, ,,n Ln �, h f- + - N C) h �' �1 = h� O N h �,�+�zo , 0k6 + Ln =g 0 �o Q, o ^z D =a >> �,N�O 2 V)i � ? ? _ � > I ? 0 �O 0 =��>O 755 � ° m �, z z 755 -- MH-EX-g _ + co h h _ _ STA: o+oo.00 Ln h z z p EX R1M: 748.98 =ate >>> � � � z z z INV IN: 739.67 TO MH-45 PROPOSED GRADE EX. INV. OUT: 739.41 / ]50 / PROPOSEDSTORM PROPOSED i SEWER CROSSING DOGHOUSE MANHOLE II 53 745 ' 745 _-- .L _ ___-- --------___-. -- -- --_ _ _ _ _ _ - CONTRACTOR SHALL PLUG i i EXISTING 8" DIP EXISTING INVERT INTO i i � 5�� INV. IN = 743.79 MH-EX-g AND INSTALL i i g" DIP PROPOSED CONNECTION i 62.31 LF @ 0.53% " D8 0 74 � � 1.0' � 47 LF Qa o.63% 1 740 g" SDR-2-6 PVC --- --_ _- LJ 61.4o LF Qa 2.25% 8" SDR-26 PVC 17.77 LF @a 0.73% PROPOSED z4" HDPE SWM 735 OUTFALL PIPE CROSSING 735 0 00 m 00 � O Oh h r ^ h^ h Ln h 0+00 0+50 1+00 1+50 2+00 2+50 MI-1-51. - MH-EX-9 PROFILE 755 765 ]6o 755 750 �MH-zg STA: o+oo.00 RIM: 740.00 745745 INV IN: 727.2o TO MH-30 _______ INV IN: 72-7.2o TO MH-31 INV OUT: 727.00 TO MH-28 740 735 730 725 i (STING GRADE- MH-31 STA: o+gi.00 MH-33 RIM: 744.00 STA: 2+66.36 INV IN: 732.2o TO MH-32 RIM: 748.75 INV OUT: 732.00 TO MH-29`--- --" -- -INV IN: 737.45 TO MH-34 --- INV IN: 737.45 TO MH-38 INV OUT: 737.25 TO MH-32 MH-32 STA:1+34.84 RIM: 744.00 - I N V I N : 736. 53 TO M H -33 ---- - - ---- - ---�------- INV OUT: 736.33 TO MH-31 .PROPOSED 8" ROOF_ DRAIN CROSSING PROPOSED 8" ROOF - DRAIN AIN CROSSING _ PROPOSED STORM - - SEWER CROSSING PROPOSED 8" PROPOSED T 8" WATERLINE WATERLINE 39 6.2 CROSSING /- -CROSSING _ 2.2' 3 5' 8" DIP _127.51 LF @a o.56% •9' \ I 8" DIP 39.84 LF @a 10.37% 31 MH-34 STA: 4+13.17 RIM:754.42 INV IN: 744.53 TO MH-35 INV OUT: 744.33 TO MH-33__-__ MH-35 STA: 5+35.71 RIM:758.00 INV IN: 748.2o TO MH-36 INV OUT: 748.00 TO MH-34 MH-36 STA:6+28.83 RIM: 756.8-1 I N V I N : 74 9.2 o TO M H -37 - ----- INV OUT: 749.00 TO MH-35 PROPOSED GRADE-' PROPOSED 8" 45 WATERLINE CROSSING I _ 5 1r PROPOSED STORM _r SEWER CROSSING z•78" SDR-26 PVC 89.13 LF @a 0.900/0 PROPOSED 12" YARD DRAIN CROSSING 3.2' 8" SDR-26 PVC 127.63 LF Qa 0.56% lD 0) O O O t". N mot' l0 00 to ri CO 00 ri h `i 00 N lD m rn lD 00 ri 00 Co ri .f h Lrl 00 m r9 -t c71 0) Co O N of 't N m al O l0 m 0 h rn N co rn ('n N s 1 v r;, :t h -t D'1 O '-n 4 m Ln inLI) l0 Ln h Lr)u7 r+ ,n ' s7 ^ O � ,.o Ol � u� of Ln Ln ^ Ol � u1 ,n h h h h t` 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 755 MH-44A f MH-44 STA: 6+72.96 j STA: 4+70.82 RIM: 751.00 RIM: 747.00 INV OUT: 746.5o TO MH-44 7S0 INV IN: 736.95 TO MH-44A 750 INV OUT: 736.75 TO MH-43 - -- ---i - -- --- EXISTING GRADE / MH-43 - STA: 3+01.72 MH-41 RIM:742.00 745 STA: o+67.96 / 731.33 ---- - / - - ---- - INV IN: 725.03 TO MH-42 -� PROPOSED INV OUT: 724.83 TO MH-1g / GRADE INV IN: 731.87 TO MH-44 INV OUT: 731.67 TO M H -42 -- PROPOSED 8" -�_ WATERLINE CROSSING 745 --- .--------RIM: --- --- - ---- _ _ - - - -- -- - - - 740 / MH-42 - _ STA: 1+31.27 4 01 6Q`�Czofo -- B'� S°�F �`$ 19 740 _ -_ -_ _ _ -- _ - RIM: 734.00 INV IN: 726.2o TO MH-43 INV OUT: 726.00 TO MH-41 735 735 C P2 $SpR-26 � g6% 165.yo LF 730 730 MH-1g STA: o+oo.00 RIM: PVC 724.00 ti66 �5 .4.7o TO MH-41 4 5o TO MH-16 725 i 8" SDR-26 PVC 59.32 LF @a 1.64% 720 roe 720 .---- _ - - C8 �pv 715 715 710 ( ]10 O Q7 l0 m ri � rl ri N O) Co l0 � N -I N cn CO m N m Ln - N in m to 00 O H lD � l0 00 O N � Ql rl N h ri m m N h h N CO , y i N h f h rl m rn h h N m m h C` Co 0 m h [^ O 00 - h h N 0) �t h f`-. co m f h h W h h l0 00 �t h h h 00 h h Co h \1 �t h h O Ql Lf) h h O Ln h 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MH-44A - MH-i.9 PROFILE'. 5+00 5+50 6+oo 6+50 7+00 MH-37 - MH-29PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 755 20 200 765 ZMH-37STA: 7+6o.46 RIM: 756.42 INV OUT: .92 TO MH-36 S� 749 ]6o 35791 9/22NAL E�G1� 755 750 745 740 735 730 725 NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 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. 755 750 750 MH-zg STA: 4+36.37 STA: 2+12.32 RIM: 746.42 RIM: 740.00 INV OUT: 735.17 TO MH-29 745 IMH-2-8 ! INV IN: 727.2o TO MH-30 -� INV IN: 727.2o TO MH-31 INV OUT: 727.00 TO MH-28 I -----r-- - - 745 ;STA: o+oo.00 'RIM: 735.50 PROPOSED GRADE 740 ;INV IN: 724.03 TO MH-zg ;INV OUT:723.83 TO MH-26 740 -�---_ --- �- ( - - --- -.------ - --- PROPOSED STORM SEWER CROSSING 735 PROPOSED 8" WATERLINE CROSSIN � 36A 735--- EXISTING GRADE i ----- --- - ___--.__ --_ --- ------ ------ P --- ----- i _ - __ .-_ PROPOSED STORM o /° SEWER CROSSING 6. 4.3' 22o a6�F �3 730 31 73 - - - -�- -- i- - r 2.1' -- _ - -- ------ -0 - I DIP tog 32 LF � 1.43% 725 725 720 I 720 h m Nm h O 0 h m h� CO m of 1 ,y } ^ CY1 Oh [r} � t0 N ^rn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-30 - MH-28 PROFILE 4+00 4+50 V) z w 0 V U) U �A z o a o a o 0 ~ U w m V z M J 0 o z 0 ¢ Lu Lu m ce¢ J w a 0 w w MH-40 STA:1+48.54 0+00 0+50 1+00 1+50 M.1-1-40 - MH-27 PROFILE ]6o MH-47 STA: 2+12.30 RIM: 755.75 INV IN: 742.7o TO MH-48 INV OUT: 742.5o TO MH-46 MH-48 STA: 5+69.75 RIM: 758.50� INV OUT: 747.00 TO MH-47 76o I MH-46 STA: 1+64.25 RI M: 747.75 INV IN: 741.12 TO MH-47 755 INV OUT: 740.92 TO MH-45 I I i 755 'STA: o+oo.00 ROPOSED GRADE R I M: 748.3.7 I l INV IN: 741.17 TO MH-49 750 ;INV IN: 740.00TO MH-46 -----__-____---INV OUT: 739.8oTOMH-EX-9-----___-----___.. i _-----------__-----------__.____�_____--_-___-- EXISTING GRADE / !�--.---._-----------.____.-_----_-__-----__.__-_--.---_-_. ]50 745 I T_ i 811 DIP 353.45 LF @ 2 2% 745 \ \ 3.5' MIN. i 8" DIP 16o.25 LF @a 0.570/0 O 740 0 ---- ---- 8" D I P 44-o5 LF @a 3.13% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CIROSSING 735 N ,,, rn ► ) AL() rn 00 u) f o CO N -a- r r y) O 0 lD rY' lU H rn 'R H 00 Il. o N 00 Ln ,6 c*m L N Ln � � tv Li) `n r u� 00 `^ ra �o `n r "� ',r' t, r\ r, � H 04 Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 730 MH-52 STA: o+oo.00 RIM: 722.61 INV IN: 713.03 TO MH-53 INV. OUT: 713.83 720 EXISTING GRADE J I 1 _ JL TIE-IN TO EXISTING 8" PVC SANITARY SEWER INSTALLED $ �- WITH PHASE I DEVELOPMENT OL".10 ]10 MH-48 - MH-45 PROFILE MH-53 STA: o+68.49 RIM: 722.50 INV IN: 716.95 TO MH-54 INV OUT: 716.75 TO MH-52 730 I MH-54 STA:1+53.16 RIM:722.00 I INV OUT: 717.5o TO MH-53 PROPOSED 725 ------%GRADE --___ __ -_ 3 5' 720 M N 8" SDR-26 PVC 80.66 LF @o•68% 2.4 715 EXISTING STORM SEWER CROSSING 710 lD C? 1 cri Or) Ln r" h n t� IrDl rN` 0+00 0+50 1+00 1+50 MH-54 - MH-52PROFILE INV IN: 7 INV IN: 7 INV OUT: 7 ,76o 5+00 5+50 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 216, 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. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MH-39 STA: 3+32.99 RIM. 758.5o INV OUT: 747.00 TO MH-38 76o 200 MH-38 STA: o+56.64 RIM:749.50 755 INV IN: 737.95 TO MH-39 755 MH-33-____-_-- INV OUT: 737.75 TO MH-33�_ _-----___.- _�__.-__ --------- ----..__-------------- ------- - .___._ �.____�_._._-------- STA: 2+66.36 � RIM:748.75 37.45 TO MH-34 37.45 TO MH-38 37.25 TO MH-32 PROPOSED GRADE 750 r PROPOSED STORM 74_5 I SEWER CROSSING 745 PROPOSED8" WATERLINE CROSSING 49 -� / 2� 235LF O .4 EXISTING GRADE O I 8" SDR-26 PVC 735 52.64 LF @ 0.57% 735 ri '�It M f Ol _t lD 4 O n N O� N fY1 v rl Cp t\ � r . ^ r. Ln ^ r. ^ r� r" 0+00 0+50 1+00 1+50 2+00 2+50 MH-3MH-33 PROFILE 3+00 3+50 lri 0 C, 1-1 SCOTT R. LLINS', O U No. 35791 11 0 7/29/22 �� sloNaU E��� v� z w 0 a u z 0 a o > 0 re U cow z 0 vfi _j 0 O z o Q > 1 < uj > Lu m Q tY a 0 w Lu rr N N Fw- N N ko m 0 U-) r" STR:70 VDOT STD. DI-313 (L=8') TP=746.75 STR:7oB VDOT STD. DI-313 (L=8') INV IN: 739.6o TO 7oB TP=746.83 INV IN: 742.67 TO YD-11 INV OUT: 740.00 TO 70 750 INV OUT: 739.5o TO 68 750 STR:68 VDOT STD. DI-313 (L=8') TP=739.17 INV IN: 733.10 TO 70 INV IN: 735.5o TO RF-19 745 INV OUT: 733•oo TO 16D 745 STR:16D VDOT EXISTING PROPOSED 8" STD. DI (L=6') GRADE ( WATERLINE TP=735 42 PROPOSED CROSSING INV IN: 729.17 TO 68 GRADE 1.2' 740 INV IN: 727.93 T016F t 740 __.-___.------- -INV OUT: 727.83 TO 1613 - --------._ __----------- --- - -- --- - ------------------ 15" RCP 27.72 LF @a 1.44% 735 -_ ti5 ice �3� 735 _ -- - _ _ 730 RCP 37°% -------- � 730 - 65�'F � 103• 725 725 sn co m rr� o N . 00 rLn mm n m 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - STR-16D PROFILE STR:78.VDOT STD. DOGHOUSE MH TP=745.67 INV IN: 739.00 TO 78B INV IN: 742.00 TO RF-25 INV OUT: 738.10 EXISTING 750 FGRADE TIE-IN TO EXIST' STORM SEWER WITH DOGHOUSE STR:EX-5o NEW DI-1 TOP EX TP=�2a-,�;a-722.50 EX INV IN: 713.27 TO EX-52 730 EX INV OUT: 713.17 TO EX-16 I I i CL STR:EX-68 NEW MH TOP EX TP=719.58 EX INV IN: 714.18 TO 76 EX INV OUT: 714.o8 TO EX-52 730 STR:76 VDOT STD. DI-3B (L=8') TP=721.50 INV IN: 714.6o TO 76B INV OUT: 714.5o TO EX-68 725 -- -- --- - -__-_ ��------.---� T STR:76B VDOT STD. DI-3B (L=12'; N`" rz° TP=721.42 is zz >>NV IN: 717.42 TO YD-7 &; ~ NV OUT: 715.00 TO 76 r x xx �www 720 ' I 720 EXISTING STRUCTURE l TOP TO BE MODIFIED EXISTING I PROPOSED 8" SANITARY I 2 I I GRADE 715 SEWER CROSSING ( 4 15" RCP (I 15" RCP 33.82 LF @a 1.18% 710 8L.7o LF @a 0.59% ------_.. 15" RCP --- --- - 15" RCP ° - 710 ----------; 54 85 LF C 0.57% 24.57 LF @a 1.30/0 15 RCP TIE-IN TO STORM SEWER STRUCTURE 67.29 LF �a o.59% INSTALLED WITH PHASE 1 DEVELOPMEN 705 705 q � o . rn N N N m O N p� O ri 0+00 0+50 1+00 1+50 2+00 2+50 3+00 750 D. DI-3B (L=1o') I I STR:78B VDOT ST TP=745.58 INV OUT: 739.58 TO 78 745 745 } PROPOSED GRADE 740 740 NG 15" RCP til)" RCP 'ROPOSE 13.25 LF @a 4.38% LE MANHOLE 735 r. o+00 0+50 STR-78 - STR-78B PROFILE' STR-76B - EX-STR-16 PROFILE STR:72 V I STI INV INVIr INV Ol 745 715 745 DOT STD. DI-3B (L=6') STR:74 VDOT STD. DI-3B (L=8') TP=73o.83 TP=736.00 INV IN: 724.93 TO 74 INV IN: 728.93 TO 74B NV OUT: 724.83 TO 22 INV OUT: 728.83 TO 72 740 1 740 -EXISTING STR:74B VDOT STD. DI-3B GRADE TP=736.17 INV IN: 732.5o TO RF-21 ':22 VDOT STD. PROPOSED INV OUT: 729.33 TO 74 DI-3B (L=4') GRADE 735 TP=730.67 N: 724.5o TO 72 •: 723 27 TO 22B PROPOSED 8" WATERLINE IT: 723.17 TO 20 ' CROSSING I ; 730 1.1 730 iI 00000,10 15" RCP 725 y5" RCP 3•�I% T33.75 LF @a 1.19% 725 15" RCP 18.25LF@a 1.81% 720 720 f t N gy m-. ri N r" ram. ^ ram. 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22PROFILE STR:16F VDOT STD. DI-3B (L=4') TP-735.33 INV IN: 730.33 TO 38 INV OUT: 728.2-5 TO 16D 740 EXISTING GRADE 740 STR:38 VDOT STD. DI-3B (L=6') TP=735.58 INV OUT: 731.o8 TO 16F 735 735 PROPOSED GRADE 730 730 --__ - 15" RCP 19.47 LF Qa 3.85% 725 ( 725 0+00 0+50 STR-38 - STR-16F PROFILE (L=1o') INV. IN= UNDEF SWM Ff N ri 11 STR:3413 VDOT STD. DI-313 (L=4') TP=747.75 m INV IN: 740.43 TO 34D `'' 0 m INV OUT: 740.33 TO 34 0 o ran STR:28 VDOT STD. MH � � TP=747.58 00 1- 1-- 00 INV IN: 740.75 TO 5o _11 o 0 INV IN: 72-9.75 TO 30 m > 00 r r- INV IN: 739.5o TO 40 CIO`_p m `� oNom � !�� 750 INV OUT: 727.00 TO SWM FACILITY'C' c-0 74 O ...' r, - O 750 STR:30 VDOT STD. DI-3B (L=8') 0°, V -o o .0 V) z z TP=745.50 m `0 N ~O o 10 m INV IN: 730.10 TO 32 �" o p �o Ii m p r C' mm� lD Mm INV OUT: 730.00 TO 28 rq m p ci r O O ~ >- N � m� 74 5J-­----- "' I- 1- t- I- I- L m ^ Z Z O ---- --- - -----� - --- - -- ° ° ° N � m > > > ___ -- --- -- 745 - __~O-._o rn > oo mmm� to i-_ z _ Q 00 ri ^ m ^ ^ �� PROPOSED 8" > "•' �1- m mZ Z_ z_ o / WATERLINE m 00 z D 0✓ '^> > > �� 1.3' CROSSING _ O 1- �- a» � 740 PROPOSED GRADE ~ z z 740 ------� --� ------ -�5"RCP ---\-EXISTING GRADE PROPOSED 8" ,,��-Q ��5 33.67 LF 1.19% WATERLINE ti5 F 735 PROPOSED 8" SANITARY r/-CROSSING �3- 735 CROSSING _ - .- -----T...-_ ---- - - --- --- -- CP / I mm 1o6.15 I 730 730 - �- 24" RCP __ 2 726.83 TO GROUN 167.56 LF @a 0.54% �CILITY'C' 18" RCP ° 24" RCP I 47.93 LF @a 1.00% 725 47.57 LF @a 0.53% -- -- - 72-55 PROPOSED 8" SANITARY I �- T SEWER CROSSING 24" RCP 11.31 LF @a 1.5o% 720 I 720 N m N N I'D Al Ln Ln ri 0 r1 Ln re �l . 00 ' m Ln rm. �r" r� m � r" m mor"�t rr. m m m STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-i �CKI- INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o I PROPOSED VDOT STD. ES-1 INV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF @a 11.88% 750 750 w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22PROFILE STR:16F VDOT STD. DI-3B (L=4') TP-735.33 INV IN: 730.33 TO 38 INV OUT: 728.2-5 TO 16D 740 EXISTING GRADE 740 STR:38 VDOT STD. DI-3B (L=6') TP=735.58 INV OUT: 731.o8 TO 16F 735 735 PROPOSED GRADE 730 730 --__ - 15" RCP 19.47 LF Qa 3.85% 725 ( 725 0+00 0+50 STR-38 - STR-16F PROFILE (L=1o') INV. IN= UNDEF SWM Ff N ri 11 STR:3413 VDOT STD. DI-313 (L=4') TP=747.75 m INV IN: 740.43 TO 34D `'' 0 m INV OUT: 740.33 TO 34 0 o ran STR:28 VDOT STD. MH � � TP=747.58 00 1- 1-- 00 INV IN: 740.75 TO 5o _11 o 0 INV IN: 72-9.75 TO 30 m > 00 r r- INV IN: 739.5o TO 40 CIO`_p m `� oNom � !�� 750 INV OUT: 727.00 TO SWM FACILITY'C' c-0 74 O ...' r, - O 750 STR:30 VDOT STD. DI-3B (L=8') 0°, V -o o .0 V) z z TP=745.50 m `0 N ~O o 10 m INV IN: 730.10 TO 32 �" o p �o Ii m p r C' mm� lD Mm INV OUT: 730.00 TO 28 rq m p ci r O O ~ >- N � m� 74 5J-­----- "' I- 1- t- I- I- L m ^ Z Z O ---- --- - -----� - --- - -- ° ° ° N � m > > > ___ -- --- -- 745 - __~O-._o rn > oo mmm� to i-_ z _ Q 00 ri ^ m ^ ^ �� PROPOSED 8" > "•' �1- m mZ Z_ z_ o / WATERLINE m 00 z D 0✓ '^> > > �� 1.3' CROSSING _ O 1- �- a» � 740 PROPOSED GRADE ~ z z 740 ------� --� ------ -�5"RCP ---\-EXISTING GRADE PROPOSED 8" ,,��-Q ��5 33.67 LF 1.19% WATERLINE ti5 F 735 PROPOSED 8" SANITARY r/-CROSSING �3- 735 CROSSING _ - .- -----T...-_ ---- - - --- --- -- CP / I mm 1o6.15 I 730 730 - �- 24" RCP __ 2 726.83 TO GROUN 167.56 LF @a 0.54% �CILITY'C' 18" RCP ° 24" RCP I 47.93 LF @a 1.00% 725 47.57 LF @a 0.53% -- -- - 72-55 PROPOSED 8" SANITARY I �- T SEWER CROSSING 24" RCP 11.31 LF @a 1.5o% 720 I 720 N m N N I'D Al Ln Ln ri 0 r1 Ln re �l . 00 ' m Ln rm. �r" r� m � r" m mor"�t rr. m m m STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-i �CKI- INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o I PROPOSED VDOT STD. ES-1 INV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF @a 11.88% 750 750 w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu 0+00 0+50 STR-38 - STR-16F PROFILE (L=1o') INV. IN= UNDEF SWM Ff N ri 11 STR:3413 VDOT STD. DI-313 (L=4') TP=747.75 m INV IN: 740.43 TO 34D `'' 0 m INV OUT: 740.33 TO 34 0 o ran STR:28 VDOT STD. MH � � TP=747.58 00 1- 1-- 00 INV IN: 740.75 TO 5o _11 o 0 INV IN: 72-9.75 TO 30 m > 00 r r- INV IN: 739.5o TO 40 CIO`_p m `� oNom � !�� 750 INV OUT: 727.00 TO SWM FACILITY'C' c-0 74 O ...' r, - O 750 STR:30 VDOT STD. DI-3B (L=8') 0°, V -o o .0 V) z z TP=745.50 m `0 N ~O o 10 m INV IN: 730.10 TO 32 �" o p �o Ii m p r C' mm� lD Mm INV OUT: 730.00 TO 28 rq m p ci r O O ~ >- N � m� 74 5J-­----- "' I- 1- t- I- I- L m ^ Z Z O ---- --- - -----� - --- - -- ° ° ° N � m > > > ___ -- --- -- 745 - __~O-._o rn > oo mmm� to i-_ z _ Q 00 ri ^ m ^ ^ �� PROPOSED 8" > "•' �1- m mZ Z_ z_ o / WATERLINE m 00 z D 0✓ '^> > > �� 1.3' CROSSING _ O 1- �- a» � 740 PROPOSED GRADE ~ z z 740 ------� --� ------ -�5"RCP ---\-EXISTING GRADE PROPOSED 8" ,,��-Q ��5 33.67 LF 1.19% WATERLINE ti5 F 735 PROPOSED 8" SANITARY r/-CROSSING �3- 735 CROSSING _ - .- -----T...-_ ---- - - --- --- -- CP / I mm 1o6.15 I 730 730 - �- 24" RCP __ 2 726.83 TO GROUN 167.56 LF @a 0.54% �CILITY'C' 18" RCP ° 24" RCP I 47.93 LF @a 1.00% 725 47.57 LF @a 0.53% -- -- - 72-55 PROPOSED 8" SANITARY I �- T SEWER CROSSING 24" RCP 11.31 LF @a 1.5o% 720 I 720 N m N N I'D Al Ln Ln ri 0 r1 Ln re �l . 00 ' m Ln rm. �r" r� m � r" m mor"�t rr. m m m STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-i �CKI- INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o I PROPOSED VDOT STD. ES-1 INV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF @a 11.88% 750 750 w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu STR:30 VDOT STD. DI-3B (L=8') 0°, V -o o .0 V) z z TP=745.50 m `0 N ~O o 10 m INV IN: 730.10 TO 32 �" o p �o Ii m p r C' mm� lD Mm INV OUT: 730.00 TO 28 rq m p ci r O O ~ >- N � m� 74 5J-­----- "' I- 1- t- I- I- L m ^ Z Z O ---- --- - -----� - --- - -- ° ° ° N � m > > > ___ -- --- -- 745 - __~O-._o rn > oo mmm� to i-_ z _ Q 00 ri ^ m ^ ^ �� PROPOSED 8" > "•' �1- m mZ Z_ z_ o / WATERLINE m 00 z D 0✓ '^> > > �� 1.3' CROSSING _ O 1- �- a» � 740 PROPOSED GRADE ~ z z 740 ------� --� ------ -�5"RCP ---\-EXISTING GRADE PROPOSED 8" ,,��-Q ��5 33.67 LF 1.19% WATERLINE ti5 F 735 PROPOSED 8" SANITARY r/-CROSSING �3- 735 CROSSING _ - .- -----T...-_ ---- - - --- --- -- CP / I mm 1o6.15 I 730 730 - �- 24" RCP __ 2 726.83 TO GROUN 167.56 LF @a 0.54% �CILITY'C' 18" RCP ° 24" RCP I 47.93 LF @a 1.00% 725 47.57 LF @a 0.53% -- -- - 72-55 PROPOSED 8" SANITARY I �- T SEWER CROSSING 24" RCP 11.31 LF @a 1.5o% 720 I 720 N m N N I'D Al Ln Ln ri 0 r1 Ln re �l . 00 ' m Ln rm. �r" r� m � r" m mor"�t rr. m m m STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-i �CKI- INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o I PROPOSED VDOT STD. ES-1 INV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF @a 11.88% 750 750 w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-i �CKI- INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o I PROPOSED VDOT STD. ES-1 INV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF @a 11.88% 750 750 w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu w rl I~ 0+00 0+50 CULVERT-1 - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWIVI FACILITY'C'PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. 1 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND 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 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 LC 0 IN THE 2oo8 ROAD AND BRIDGE STANDARDS. ( IN FEET ) 1 inch = 50 ft. STR:36 VDOT STD. DI-313 (L=8') TP=739.17 STR:42 VDOT STD. DI-313 (L=8') INV IN: 734.17 TO 36B TP-752.83 EXISTING GRADE INV IN: 735.5o TO RF-15 INV IN: 745.93 TO 44 INV OUT: 732.25 TO 32B INV IN: 745.93 TO 42B STR:42B VDOT STD. DI-36 (L=6') 745 745 INV IN: 749.17 TO RF-5 TP=753.33 STR:3213 VDOT STD. DI-313 (L=8') STR:368 VDOT STD. DI-313 (L=1o') INV OUT: 745.83 TO 40B INV OUT: 746.25 TO 42 TP=739.00 TP=740.67 755 755 INV IN: 733.25 TO 34 INV IN: 736.17 TO YD-2 INV IN: 731 92 TO 36 VINV OUT: 734 67 TO 36 750 _ _ _ _ _ _750 _ _ PROPOSED 8"- WATERLINE L31-CROSSING 745 745 ----- --- --- 15" RCP-------- 29.02 LF @a 1.1o% 740 740 co Ln N N Ln�n Jill 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu 0+00 o+5o STR-42B - STR-42PROFILE INV IN: 735.33 TO RF-16 INV OUT: 731.58 TO 32 _ -V. _ _-_ __- 740 PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 735 } 735 1.2' U7 15" RCP 15" RCP 28.89 LF Qa 1.14% I 4.3 34.82 LF @a 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln rma. m 0+00 0+50 1+00 STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu STR-36B - STR-32B PROFILE Ws COTT R. LLINS'� IU No. 35791 ,� ��0 1 ""122 ��S`SIDNAL w cn z � w o V) U Ce (� ¢ Q a III / 06 U Q Q 0 o a Q o a'- >r U � w ZD Z oU g V1 w z Q U C)� w OZ � ::D Lu w � m z ui w Q C-i m ce � Q J L z w w u) i >Z LLI w Lu = N rq V) 00 O O L� Q N O 00 h > CLn n I- ��- ^ Z Z 0O >> > 760 � I~ z z z STR:48 VDOT STD. DI-3C (L=6') TP=756.58 INV IN: 749.18 TO 48B INV IN: 752.83 TO RF-14 INV OUT: 749.o8 TO 44 STR:48B VDOT STD. DI-3C (L=1o') TP=756.58 INV IN: 752.92 TO YD-4 INV OUT: 749.5o TO 48 76o EXISTING GRADE 755 755 _ -- _ �_. PROPOSED GRADE PROPOSED 8" WATERLINE PROPOSED 8" CROSSING WATERLINE 2 6' CROSSING 1.3 750 750 15" RCP 15" RCP 100.44 LF @ o.56% 34.74 LF 0.92% 745 I 745 ,< to L(1 L9 h � t� ru'. .0110 Ln h 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=758.25 INV IN' 751.25 TO 46B INV IN: 754.00 TO CULVERT-1 INV OUT: 751.00 TO 44 EXISTING GRADE PROPOSED GRADE STR:46B VDOT STD. DI-7 -75 76o NV OUT: 751.75 TO 46 755 755 ZOPOSED 6" WATERLINE �'3 15" RCP CROSSING 35.93 LF @a 1.39% 750 750 Gi Ln h `n h 0+00 0+50 STR-4613- STR-46 PROFILE 76o 755 a 0 _ -- -- m I- m r_l__ ----- - w �- m � 1- mrn-4-h0 x +p hZ P W Zzz 750 > V) I- Z 745 I� II I� EXISTING GRADE ROPOSED GRADE PROPOSED 8" WATERLINE CROSSING 1.4 76o STR:66 VDOT STD. DI-313 (L=8') TP=751.25 INV IN: 747.5o TO RF-13 INV IN: 744.10 TO 66B INV OUT: 744.00 TO EX-32 ---------- ---i -- - -STR:6613 755 - �TP=751.25 VDOT STD. DI-313 (L=12') INV OUT: 744.33 TO 66 750 PROPOSED 8" WATERLINE CROSSING 745 i ( �5„ RCP L15" RCP 740 I 219.49 LF @a 1.22% 34.85 LF t'a o.66%I O TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE 1 DEVELOPMENT 735 O N Ln ri GO V ci 00 00 f Q] Ln O Lr] Ln O Ln r-, ^ h r-1 , o+oo o+{0 1+00 1+{0 2+00 2+1;0 STR-66B - STR-EX-32PROFILE 110 ri V m V m Q N O Ln Q 0110 ^ m Q o� Q 0O Q �0 V) N 0 H' Q } 0 o °] N �- a `0 O U) 00 > 1- r; > h CO � I- 0 �-- o Cn ^zzo a� r'F- > o �i� �, �, .. 7 a>>> 1° �ZO o 't. Ln I- Z ZZ zz d I^z0 I I� L~n F-• z z 755 PROPOSED G 750 PROPOSED 8" WATERLINE - CROSSING 745 ING GRAD 76o 755 750 \_24" RCP 48.25 LF 1.04% 24 RCP 56.66 LF 0.71% 745 m t31 00 mco C6 00 r` Ln Ln m m 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE _00 11 m Q ❑ To Ln }Q0 STR:5o VDOT STD. DI-313 (L=1o') Ln 0 Ln TP=749.50 N O o INV IN: 742.02 TO 5oB d Qr o 1 ] '- INV IN: 743.5o TO 52 m INV OUT: 741.92 TO 28 °, ^ z o o>> 750 Ln I- z z 750 j PROPOSED 8" WATERLINE PROPOSED GRADE CROSSING 745 --- _ , 745 - 1.2' EXISTING GRADE 740 740 - -- -- -18" RCP _--. 27.66 LF o.83% 735 735 ll� m Ln N � 0+00 0+50 STR-5oB - STR-50 PROFILE 76o ; 0 0 Ln O O V ] O 0 O _755 > L M �h Z n 0 EXISTING GRADE � 11 CL > > Ln z z 750 \ 24" RCP 61.03 LF @a 1.23% INV. OUT= � \ 743.75 745 l-ri 0� Il STR:6o VDOT STD. DI-3C (L=6') 00 STR:64B VDOT STD. DI-313 (L=8`) TP=755.o8 TP=756.75 INV IN: 747.5o TO 62 m INV IN: 752.00 TO RF-12 SCOTT R. LLINS',� INV IN: 747.27 TO 6oB "] O INV IN: 753.o8 TO RF-11 C�.0 No. 35791 INV OUT: 747 17 TO 58 0 INV OUT: 749.75 TO 64k.D STR:58 VDOT STD. DI-313 (L=6) 0 m STR:64 VDOT STD. DI-313 (L=8) 116 12 05/22 / �o�, �S`�-(ONAL TP=755.58 t - r°,� TP=756.75 760 'Fl INV IN: 746.85 TO 6o p M �- INV IN: 749.43 TO 64B w INV OUT: 746.75 TO 56 > (�] INV OUT: 749.33 TO 62 rq Ln ^ Z 0 w I I STR:56 VDOT STD. MH Ln >> I- z z V) z TP=752.00 - - - -- - -- _ 755 _ o o INV IN: 746.43 TO _ 58 --- -- _- -_.(� ----- PROPOSED 8" INV OUT: 746.33 TO 54 PROPOSED I GRADE WATERLINE CROSSING 1.2' z 0 - - - 750 0 z J41 a - - i -- - I 15" 134•83 LF RCP o �a 1.04/0 �5" 27.68 RCP LF t7a 1.16% v o v > � ¢ Q) 1! :7 11-1 15" RCP 745 wl 0 ¢ aS ~o v a � o x �4RCP 0 T 1 �9�° 32.18 LF @a 1.03% ® a > +, PROPOSED VDOT STD. ES-1 & CLASS AZ RIPRAP LINED 1 134.29 LF C --- -ICI 24" RCP m � � OUTLET OUTLET PROTECTION w/ FILTER FABRIC 24 I RCP 51.28 LF t7a o.62% �■■� � � z o v z '� 735 UNDERLAYMENT (L=2o', WZ=6', W2=12', D=1.5') 44.25 LF �a o.72% (� o U) =o w g 740 PROPOSED 8" SANITARY SEWER CROSSING ( 740 �/a 1•'1 z ¢ v � ce ¢ w ti w < w ¢ z (D O 1 nv O m O r. to N m Ln ri f . Ln cW ,.n o> Ln 0) �Ln Lr] r i � ce w < L h h h h h h h h h h W CL Q W Z U 3+0o Q Lu � w L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 > STR:40 VDOT STD. DI-313 (L=8') TP=748 33 00 �- INV IN: 740.43 TO 4oB m m INV IN: 744.67 TO RF-6 o m LP 0• INV OUT: 740.33 TO 28 - o O v 1- I- 000 r 00 76O rly)m 00 rn rn Q ' > n nI - Q N LL 't� 0 -I Lnz z z o LL V) o 0 - „ rll OQ N� 6 V) �-ZZzz _ 755 2E t/7 > O N -' h O O O o �� i,Z z 0 PROPOSED GRADE 0 ���N v~) I-zzz Q co O m ai h > "'-trmh- - r; 750 00^ z z z o - - a > > > Ln z z z z EXISTING PROPOSED 8" GRADE WATERLINE 745 CROSSING is 61% PROPOSED 8" , WATERLINE � 7, 1.7 "5�R� 30,% CROSSING 116 07 740 2 2' 18" RCP 29.16 LF @a 1.1o% 735 _ _ _ 1 PROPOSED 8" SANITARY Y SEWER CROSSING - - 18" RCP 47.78 LF t7a 1.74% 730 725 r rY w 2 N _t 0 v O I- Q _t �t 0 V) O O O ~ N V) 0 N O � CO O `� _- u, H 1 > N ru" Lrn' F- > C t"'.�1- a0 �zZO IY a >> > �t 0 uzzz a >>> -- V) II— z z z I 760 755 750 2.7' T 15" RCP 57.5o LF 1.74% 745 PROPOSED 8" SANITARY SEWER CROSSING 740 m Ih. r-1 ^ f h n h � Qr] L- O �mr] Ln h m �Ln L ro k-D Ln Ln rl. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 I ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ___ ( IN FEET ) 1 inch = 50 ft. 735 730 725 TR-64B - SWIVI FACILITY'B'PROFIL 76o O J III L m m 2 m co cn °] L] O I.- 755 0 Lnm--t _ r-� --0 -~O °p - 0 0 o o O O �^WN > N m h "] Q ao o rn rn h ^���j O Qi ZZO 00 tY a 750 IN "»>0 �zzz --V) zzzz-� 745 740 735 730 725 76o STR:52 VDOT STD. DI-313 (L=1o') STR:52B VDOT STD. DI-313 (L=1o') TP=755.25 TP=755 25 INV IN: 748.o2 TO 52B INV IN: 751.58 TO RF-8 INV OUT: 747.92 TO 50 INV OUT: 748.25 TO 52 1755_ PROPOSED 8" WATERLINE CROSSING ---1.2' __ 750 - LPROPOSED GRAD 1 163'33 I 1 PROPOSED 8" SAI\ SEWER CROSSING 15" RCP 64.16 LF 1.82% L15" RCP 745 ---- ,27.63 LF o.83% � - 740 EXISTING GRADE u] 0N h Ln m Im h N On a) m Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-52B - STR-28 PROFILE 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. 20 NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-1 ACCORDANCE WITH STANDARD ST-1AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE 200 BEDDING INFORMATION. I 735 730 725 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. U C 0 U 0 W N N N N N N N -� g rn o o E Q n m Ln o D 6 L9 65 �SCOTT R. LINS O U No. 35791 ��'0 12/05/22 I ONAL (� >ti / ® (� lw O a U w z w Q � m Z) -1 Q z F- w O Q V) Q °� 0 > > I- _ U U j m J Q Q� W a Ld r> w u7 Z w � O U U Q 8 W cy m Q m a 0 W W > 0 Q � O u) w >Y -j z L~L_ W Q N N � .--i L j N N rn N n N N oO N m N N o N r N 1 N N >_ w J L9 o U 1 w � Ul ,� W NW L.L. ® ���^^ v! W rnmi � V 0 N ��l 2� z � z E� L..i� ~� W (LU V = z W w t z V W I..L w p Q z O r) � V J �..�..� LU z_ Q W w -T-- I I JOB NO. 182154 SCALE N/A SHEET NO. 23 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMA ION STR. NO. DIA. (in.) LENGTHk (ft.) SLOPE (%) INVERT I INVERT OUT MATERIAL INLET TYPE Curb Type SOT LEfIGTH RIM ELEVATION 34D DI-3B CG-6 2 747.58 34C 15 33.67 1.19% 74 .83 740.43 RCP 34B DI-3B CG-6 � 747.75 34A 15 73.62 5.75% 74 .33 736.10 RCP 34 DI-3B CG-6 � 742.67 33 15 106.15 2.59% 73 .00 733.25 RCP 32B DI-3B CG-6 � 739.00 32A 18 47.93 1.00% 731.58 731.10 RCP 32 DI-3B CG-6 0 738.58 31 24 167.56 0.54% 731.00 730.10 RCP 30 DI-3B CG-6 � 745.50 29 24 47.57 0.53% 730.00 729.75 RCP 28 MH - r 747.58 27 24 11.31 1.50% 727.00 726.83 RCP 36B DI-3B - 0 740.67 36A 15 34.82 1.44% 7341.67 734.17 RCP 36 DI-3B CG-6 � 739.17 35 15 28.89 1.14% 732i.25 731.92 RCP 70B DI-3B CG-6 � 746.83 70A 15 27.72 1.44% 74 YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-2E 12" Yard Drain 751.67 12 40.75 9.82% 747.00 743.00 HDPE YD-2D 12" Yard Drain 746.00 12 48.94 5.46% 743.00 740.33 HDPE YD-2C 12" Yard Drain 743.33 12 44.07 3.02% 740.33 739.00 HDPE YD-2B 12" Yard Drain 742.00 12 48.43 3.45% 739.00 737.33 HDPE YD-2A 12" Yard Drain 740.33 12 13.85 2.38% 737.33 737.00 HDPE YD-2 12" Cleanout 742.75 12 60.53 1.37% 737.00 736.17 HDPE YD-10 12" Yard Drain 745.67 12 18.34 0.93% 742.67 742.50 HDPE RF-15A 8" Cleanout 746.50 8 149.76 4.39% 743.83 737.25 HDPE RF-15 8" Cleanout 741.00 8 18.07 9.68% 737.25 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.83 HDPE RF-16 8" Cleanout 739.50 8 16.51 9.09% 736.83 735.33 HDPE RF-17A 8" Cleanout 751.00 8 99.76 7.35% 748.33 741.00 HDPE RF-17 8" Cleanout 744.50 8 21.44 9.33% 741.00 739.00 HDPE YD-11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HDPE YD-9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE YD-9E 12" Yard Drain 746.00 12 63.96 4.17% 742.00 739.33 HDPE YD-9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE YD-9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE YD-9B 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE YD-9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE YD-9 12" Cleanout 736.00 12 12.10 6.20% 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.99% 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 6.23% 743.83 737.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 9.29% 737.33 735.50 HDPE YD-SE 12" Yard Drain 740.50 12 63.44 2.88% 737.50 735.67 HDPE YD-8D 12" Yard Drain 738.67 12 53.43 3.13% 735.67 734.00 HDPE YD-8C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE YD-8B 12" Yard Drain 735.67 12 60.00 4.45% 732.67 730.00 HDPE YD-8A 12" Yard Drain 733.00 12 64.81 2.05% 730.00 728.67 HDPE YD-8 12" Yard Drain 731.67 12 69.92 1.67% 728.67 727.50 HDPE RF-20A 8" Cleanout 737.00 8 137.94 4.05% 734.33 728.75 HDPE RF-20 8" Cleanout 732.00 8 18.41 9.51 % 728.75 727.00 HDPE RF-21A 8" Cleanout 741.00 8 109.32 1.83% 737.33 735.33 HDPE RF-21 8" Cleanout 738.00 8 29.61 9.56% 735.33 732.50 HDPE YD-7 12" Yard Drain 722.00 12 84.75 1.86% 719.00 717.42 HDPE RF-22A 8" Cleanout 725.00 8 36.64 0.90% 722.33 722.00 HDPE RF-22 8" Cleanout 725.00 8 18.33 6.38% 722.00 720.83 HDPE RF-22B 8" Cleanout 726.00 8 102.55 1.30% 723.33 722.00 HDPE RF-23A 8" Cleanout 728.00 8 22.01 1.50% 725.33 725.00 HDPE RF-23 8" Cleanout 728.25 8 15.49 6.46% 725.00 724.00 HDPE RF-23B 8" Cleanout 732.67 8 74.60 6.70% 730.00 725.00 HDPE RF-24A 8" Cleanout 744.75 8 138.35 7.05% 742.08 732.33 HDPE RF-24 8" Cleanout 737.00 8 20.50 9.76% 732.33 730.33 HDPE RF-25A 8" Cleanout 749.00 8 83.14 4.31% 746.33 742.75 HDPE RF-25 8" Cleanout 8 8.87 8.46% 742.75 742.00 HDPE 2E00j YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in) LENGTH` ({t) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION RF-26A 8" Cleanout 751.00 8 136.59 1.10% 748 33 746.83 HDPE RF-26 8" Cleanout 749.50 8 22.43 8.16% 746 83 745.00 HDPE RF-13A 8" Cleanout 754.00 8 152.90 1.64% 75133 748.83 HDPE RF-13 8" Cleanout 751.75 8 19.44 6.84% 748 83 747.50 HDPE RF-6B 8" Cleanout 753.50 8 73.11 4.32% 750 83 747.67 HDPE RF-6A 8" Cleanout 750.33 8 52.95 2.68% 747 67 746.25 HDPE RF-6 8" Cleanout 749.00 8 15.84 9.97% 746 25 744.67 HDPE RF-4A 8" Cleanout 752.67 8 95.67 3.92% 750 00 746.25 HDPE RF-4 8" Cleanout 749.50 8 14.88 9.54% 746 25 744.83 HDPE RF-5A 8" Cleanout 757.50 8 74.97 5.34% 754 83 750.83 HDPE RF-5 8" Cleanout 754.00 8 17.22 9.64% 750 83 749.17 HDPE RF-14A 8" Cleanout 757.50 8 49.22 3.72% 754 83 753.00 HDPE RF-14 8" Cleanout 757.00 8 15.63 1.09% 753 00 752.83 HDPE RF-14B 8" Cleanout 757.00 8 134.13 0.99% 754 33 753.00 HDPE YD-4B 24" Yard Drain 757.67 12 69.54 1.08% 754 67 753.92 HDPE YD-4A 24" Yard Drain 757.00 12 66.17 1.01% 753 92 753.25 HDPE YD-4 12" Cleanout 757.00 12 19.17 1.72% 753 25 752.92 HDPE YD-4E 12" Yard Drain 758.33 12 42.89 1.54% 755 33 754.67 HDPE YD-4D 12" Yard Drain 757.67 12 42.89 0.98% 754 67 754.25 HDPE YD-4C 12" Cleanout 757.25 12 20.48 1.61% 754 25 753.92 HDPE RF-9A 8" Cleanout 757.67 8 115.19 1.09% 755 00 753.75 HDPE RF-9 8" Cleanout 757.00 8 6.83 7.32% 753 75 753.25 HDPE RF-10 8" Cleanout 759.33 8 138.69 2.47% 756 67 753.25 HDPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83% 75100 747.67 HDPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81 % 747 67 746.33 HDPE YD-3B 12" Yard Drain 749.00 12 49.56 1.67% 746 33 745.50 HDPE YD-3A 12" Cleanout 750.00 12 19.91 2.51 % 745 50 745.00 HDPE YD-3G 24" Yard Drain 757.00 12 82.14 4.87% 754 00 750.00 HDPE YD-3F 24" Yard Drain 753.00 12 67.35 1.48% 750 00 749.00 HDPE YD-3E 24" Yard Drain 752.00 12 52.73 2.52% 749 00 747.67 HDPE RF-7A 8" Cleanout 755.00 8 95.25 4.72% 752 33 747.83 HDPE RF-7 8" Cleanout 752.00 8 15.48 9.69% 747 83 746.33 HDPE RF-8A 8" Cleanout 759.00 8 120.76 2.48% 756 33 753.33 HDPE RF-8 8" Cleanout 756.00 8 18.34 9.54% 753 33 751.58 HDPE YD-6D 24" Yard Drain 758.67 12 102.41 1.14% 755 67 754.50 HDPE YD-6C 12" Yard Drain 758.00 12 89.35 1.12% 754 50 753.50 HDPE YD-6B 24" Yard Drain 757.00 12 55.97 1.20% 753 50 752.83 HDPE YD-6A 12" Yard Drain 756.67 12 75.92 1.09% 752 83 752.00 HDPE YD-6 12" Yard Drain 756.00 12 19.34 2.59% 752 00 751.50 HDPE RF-11A 8" Cleanout 759.00 8 145.10 1.03% 756 33 754.83 HDPE RF-11 8" Cleanout 758.00 8 22.74 7.70% 754 83 753.08 HDPE RF-12A 8" Cleanout 756.33 8 140.73 1.07% 753 67 752.17 HDPE RF-12 8" Cleanout 757.50 8 15.49 1.10% 75217 752.00 HDPE YD-5A 12" Yard Drain 735.33 12 16.00 9.38% 729 00 727.50 HDPE YD-5 24" Cleanout 730.00 12 16.85 9.91% 723 00 721.33 HDPE CD z w w z CD z w V) z O U O 41 41 a� C O U C N 3 N L Q X O N 7 O 41 V c O 41 L C O U L O C C C O U 7 L C O V O N E O C U C i N N O U a L N O Q L Q. T C O L O O C i C d L Q C L O O C U O L Q L 41 O C �c C C d CD z w w z z w z J J O U v-- O L O Q O L Q q) > V) U X N N N L C c U O N O_ U O a C d E C C) Q N O F-- H-++-4_���� _... 1, �l -1 11 %. --I I I �\ x 148 . . . .. .. .. 1. �. � %.%. %. . I :: !: .1 , -_ 1.4 ............ 11 ky _­.�6. ) ----------------- W I \� t 1, __-----, . I � �.�.--�.q. a - - - - - - - ­ ­ . 4�� .: -'. -.:-, �_� J',.:o�__­ 1") - ) - 145 \ \\ . , � �..::. . . I 25+11JUI - - - 0/ XVI r ,It __ F�4 . . ., " ` �-_--*_'_..'_-_.'_-._-1 �e�-J��t::'. -'....- �" 1� I ____*__,1_ ,�.*.","�""*�il.".i.l.,�����.�,i��.�i�..'�'...",. � \\ i ,­ ,,"*,\ ­/�\ , / I . I 01 � D � . I . . ..... . . . ,�, ,_� _'.. "". �-­q- (_ �') "�` - I . .-----.- - , ,,, I - ) (, � � _�) ... I. 144 ___O, , , ­., /, ,\ -_ (;� I I. . . � 4-1 :�:� - , I . � , . ; , ".: ., 1 � . 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'10­ /\" _j \, 1i IT I [ I --- - \x / / OT , cl� 'O ux "." � > 1-� / V \ tj L 155 156 , -_ 1� I I LOI _,� / --o ,:j, PROPOSED 6' z \_ \ 11-1 - _j > n z OT r 1� '.. ii�ii�!.,.,!!�...,�i�i,.-..-�...'-�. I __ / / i6 �,,,,4�-�y \N; '' LANDSCAPING , � - LOT I I [ �:,. 11 r -_ // � -jig,p -f--'i!i�i�. � :11 I E � — — _T � ., I . / / \\ \1 ; k7) uAr TREES & (7) LRS TREES /_�_­ / �( .t I", 1 1 1 � E LOT �_�­-,:" L_ �,j I \ ( ------ // - \ ,,,��'. \x\ ..." :.1 - ��..k 0) —, _ , . �.''.. /I L �� A 2- , I :!!!,�, 11-11::.:.:.:.:.:.:.:...:.:.:",:�t, ---.- , 1�' 11 ... �) ... �.�. / j I i --.D Fl.: L__-1_4� I 1 8 1 . � k\A' / � 220 ..- \ , (1\11� \, \ "� ' I E 164 I ... I I I 11 �_ T \ 2- _,�. -im!1111111 -11 ,.>" \ I 1.1 �II I L I v 1. I 11 \ I ._1 I I C14 C�j " r14 �. . �� , 172 1 , I'E LOT ,('It ", . i98 191-1-1 _.�.'. . . . %*% ..,.. %. . %'. . . -� . %-_% � �.. . - % . .. I 1-1 '. z _j I "�.:;:�, - A I . . � . li� I __---- ,� - . I ��, Mil z . ! 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I \X T; _ . * SITE AREA . I . . . . . . � - . . . � , /, i�. , . . , . . - - . . 4,_-_-11--- \ . . . . . ,� , . . � . - . .. . . , . ­ , . . . . * ** , (�)� , . , _ . . / �.�i�,;� PROPOSED STREET TREES: 139 . . . -'� * - ... Q .. . . /,N, :::: , , PROPOSED STREET TREES: 5a CENTER OF STORM STRUCTURES, AND 5 1 .. �� �.... . ... . . '' ", , , . ---,. I.. I 1. I . -­....,....-". - . " : . .. , 1-1 .. . - . ____� ? 0 CN —j REQUIRED STREET TREES: 5 PIPES INSTALLED AT A DEPTH OF io'OR GREATER. (D @ 8 .. I . . . . . . . . . .. / / 3- STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE 0 ____ ­ . . � X., . . . . .... . �-.,�, - - a - - . .,. 11 -, I __*I-, � "j, / STREET FRONTAGE ALONG HUDSON STREET: 520" 0 ,., . . . . .. . . . , . . . . � . - ,� , . ,."", I �.' , . .., I .. .. 'e. \ / u _1_FT1_fttt+ A TITA 41��� _�_ H+� Tl�t'll 1-1 ;m ��K: Z--"', , LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE . .-I..? - ..:. - ` ­ -''-'''-* '-­ '*\* ­11 - *1'- ` I _. .., 4. . . . .�... . - .�._�,. - . " Ns . \ - I \ ,ll,l / �_ . . . ,. .. I �..: .: � . .. ....... ..,:. I . .,��, . � - .. '. ..., , \ , ,,.\�:­ .:"�:,*"**. . .*'� " - -. - - - I -_,A" I , , ­71 I HOA WILL BE RESPONSIBLE FORTHE MAINTENANCE OF SIGHT LINES. (D . . . . %. .1 `�'. -, - �'�', , .. . ' 9 . . V, \ Id JOB NO STREET FRONTAGE ALONG LE_LANE: _2_ REQUIRED STREET TREES: 13 PROPOSED STREET TREES: iS STREET FRONTAGE ALONG DUNNAGANDRIVE: 445' REQUIRED STREET TREES: g PROPOSED STREET TREES: g STREET FRONTAGE ALONG K4[COK4BSTREET/CLING LANE (PORTION OF}: -1,460 U | REQUIRED STREET TREES: 3o | » / ------------------- / PHASE 11 PLANT LIST SYM I COMMON NAME I BOTANICALNAME I SIZE I CANOPY I QUANTITY I TOTAL STREET TREES TOTAL CANOPY: 39137 - ��. . . , . .. ­ - , * :_1 I ,.V ��lt�\l�±�l\� ��\���1�. . 'N I -� \ }',, '+�~ 182154 \ - \~ `114, ^'~ ~ �� / \ � \ . '�� ^' SCALE ` ~ ,* . . . . . .. . ., .. .. .. . ..\ �\ � �'~~ � \% � \' '~ ~~ (�m ��D7 ) � \ � \ ,^'- - SHEET NO. 1992 'J.-H 0 1. 'fire 10110whig items shall be shown on tire vlan: ji 2-2 X2 A, I TREES OF 4" CAL. OR LARGER SHALL BE Tree.3tQbe�uved; 2"x2" HARDWOOD STAKE GUYED WITH 3 EQUALLY SPACED, TWISTED, . .. . .......... Lhirits of'clearing (outside dripline, of trees to be saved); ......... ... 0'i CUT & REMOVE BURLAP FROM TOP I'm 10-4 Ll Locat.muind type ofprotcQdvv feticing; W AND TURNBUCKLES. LOOP HOSE AROUND *� � % . - . - El Grade chaugesrquirhig Lree wells orwalls-, 3/3 OF BALL AS SHOWN F mr�lr_ SC LLINS Z� TRUNK. FLAG WIRES WITH COURVEY TAPE. 0 SCARIFY SUBSOIL TO 4" MIN. DEPTH U No. 35791 ILI REFER TO SPECIFICATIONS FOR 1 2. Marldnos: FURTHER INFORMATION OPEN SPAUE Q. All trees to be saved shalt be marked with print or ribbon 4t 4 hei��Iit clearly visible to equipment op=tois. MULCH SAUCER D No pradhig shall begin until thQ trU, marking has beeninspected and approved I by a County Inspector. 12/0 /22 FINISHED GRADE (0.14 AC) J. Pre-Comtructlou Conference* KED. T LOT LOT ��OXAL El 'free preservation and piotectiun measwt:s Oidl be reviewed with the contractor on site. a/3 HT. OF TREE TREES UP TO 4" CAL. SHALL BE STA TREES 4" CAL. OR LARGER SHALL BE L T GUYWIRES WITH RUBBER HOSE AND LOT 150 GUYED WITH 3 EQUALLY SPACED 4. EqUIPHIellt Operatiou and Stora$te: TURNBUCKLES 2/3 UP TREE TWISTED, #a2 GAUGE WIRE WITH HOSE LU I 0 Heavyequipinetit, vehicular traffic and 3tora&e ofuumtruction materials including soil shall riot be pennitted wiakin the driplines of trees 148 149 to be saved. 2'x2" HARDWOOD STAKES, ALIGN AND TURNBUCKLES. LOOP HOSE /----TOP OF STAKES AROUND TRUNK ABOVE BRANCHES :147 > E E� I . . .. 11 AS SHOWN, FLAG WIRES WITH LOT 5. Soil Erusloti and Stot'inwater Detentiou Devices: I I p: :L46 MULCH SAUCER T- COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. LOT 3.45 V_ AMENDED SOIL MIX L 6, Fires: AMENDEDSOILMIX T 44 U Fires are not permitted within too feet of the dripline of trees to be saved. I/It F-I I I 11 P ------------ COMPACTED SUBGRADE 143 7. Toxic NLiteri.als: I 1=1 I F L T l42 91 ToxiQrnatedaI3 shall riot be stored within 100 feet ofthe dripline of trees to be saved, 9 1 R_ LOT 1.41 S. Prottetive Fencino: CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail LI 'frees to be retained within,10 feet ofa proposed building orgading activity shal-I be protected by fencing. 1/3 OF BALL AS SHOWN 1 :140 ...... A I PIT ! I ... I - Not To Scale Fencing shall W in pl=- and shall be in*pectod. 4ud approved by a County hispector prior to Vddiiigor Wnstructiou. 7 I SCARIFY SUBSOIL TO 4" MIN. DEPTH LU 9. rree Wells: COMPACTED SUBGRADE LU detail 30irritted for approval - 'RI U < _T I K L E!�, Evergreen Tree Planting Detail < 0 0 10. Treewalls: (15) UAP STREE > Q When the ground level inustbolowQred within the driplino atreQto be saved, a tree wall shat. to provided, aridaconshjetiundetait (f) U C� Not To Scale ALONG MCCOMB ST i U sublititted for approval. < < fl. U) 66 U < El Whea Lreriching is mpdred witIIiii the liarits Qfoleajitig,itsholl be dmwaa far away froindw tmaksuftrues a!ipo3mblo Turovbrig z < 06 0 0 0 U- m ider a I ac tree A iall be vo I widued as ai 1 41 le mati v U, Whell, it is W diCipatV d that LIU CeS 3 al y L(e=hi 11,, vvill. des troy feeder, roo ts . z 12. Clemitip: C1 > LU ,-t iterms removed during the finat cleanup. ri,. PROPOSED 6' U -0 13. Dmmwed,rrees: U ANDSCAPING� Uj U) C111 Damaged trees shall be reatdd immediately by pruning, fertilization or other methcds recommended by a trea specialist. E SEMENT _j 0 CIL < U NOTE:1TISTIJEDEVLL, P.E. WS RES PONS I B1 LfJ YTO CONFE R Wff 11THE CON*f1:Gkc­fO R ON'F KEE C ONS E RVATION Uj REQUIRLNICivis. ERE LOT LO' jm4 0 Lu < Se _j LOT %%a. 2, 0� L T b__1 J.­1 > < 12/7/2020 LOT 156 '%% - ------ 155 OWNER $IGNXEQRE (WVEE) LO Source: Va. DSWC -2 LU < (D Plate 3.38 k­i 3.54 Uj cc 0� V) LOT 3-53 _j < LU N (DA1E) L39 ce < CON]FRACT PUR.CtLkNER SIGNXI'U", Q� 111-401 511106 Page I of 1 LU Q LU LOT I U) 1 0 t-4 138 U_j > > T-7 Lu CONSERVATION PLAN NOTES: 137 LOT 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 LOT 176 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 1-36 LOT 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL 175 NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. _ I PROPOSED 13' 1 - 1 1 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOT LANDSCAPING LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE �-� % EASEMENT PRESERVED AND PROTECTED. 274 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED LOT r14 AND PROTECTED. LOT Ln 173 Z m C:) C:, 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. T In r11 W. LU 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED 1-13 -172 BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. ENCHING FOR ANY KIND OFF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR LOT LOT . . . LOT 7. WHEN TR 3.32 OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF S CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT LO 1-71 F7 8 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING r ___7-_-PROPOSED 6 WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. EASEMENT 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYST M OF ANY TREE TO B PRESERVED AND PROTECTED 120 121P SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT r I CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER LOT OR TREE SPECIALIST. LOT 13.8 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND LOT (y) PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT :L17 l2b LOT T ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS 1:15 LOOSENED. L 114 LAST OF THE TEMPORARY EROSION CONTROL PLAN 113 10. TREE PROTECTIVE MEASURES SHALL BE TH 112 Uj RES REMOVED DURING THE FINAL CLEAN-UP. OT LU F :Llo LOT . . . . . . log LOT io6 SWm L 0 T C1 FACILITY' 103 104 ;Poo LOT U. L( LOT 8L; LOT U) -A 10 LOT 0%.4 __j N\- go LOT r) 06 L9 LOT 93. 0 92 ..... . . . . . . . . . .. . . . . . LOT < r) LOT 93 P-A C . . . . . . Uj U 38� LANDSCAPING LOT . . . . . .. . . PROPOSS D -.LJ 95 kc) EASEMEN loo SWm T nr L 97 t PROPOSED TREE LOT r4 6P N Lu LOT El _�PAC9 ?R OTEC TION FENCING* 1H1 z - . . . Uj loo YR FLOODPLAIN, LLJ . . . (0.26 AC) (2) Uj U-i LLl > LLJ LU _Ljj (D LLJ L-I M ITS OF STREAM.. WITS OF PKUt'CISED ILI W 6' PEN SPA(E-H ..BUFFER (TYP.) 'TREE CLEARING (TYP.) b ry R) . . . .. . PO*BUFFE < 52 ado LU C U. (S) U Uj 7* 0 LIJ LU PROPERTY LINE JOB NO. GRAPHIC SCALE GI SCALE 40 0 20 40 8 0 160 182154 Uo 40 (D IN FEET o EXISTING STREAM SHEET NO. 1 inch 40 25 S S S ........ . . 3.38 County of.Mbeiriarle Conservation Plan Cliecidist - To k)e placed on Lmidm;ape Plans (Handbook, pl) 1U-284-111-297 foi- complete sp"ifleatious) TREES UP TO 4" CAL. SHALL BE STAKED 11 -1 U �%Al­ - VEC DOUBLE STRAND tft2 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES z z J z z w z J 0 U 4- 0 v 0 U C iU 41 �L 3 v L Q X O O t 41 7 O C O N C O 4 U L V) C O U L. O C O C 'D 'D .II C O U 7 L U O U O O E O C 7 N 2 U C v v O O a-+ O 3 U O Q L Q A C O L Q) U) D v n -i-.+ O U) d L O Q. C L O y S U O L Q Q) L v -4 - O C C6 L C U z w Lu Z Z LrJ Z J J O U v- O L v Q 0 L Q N U X v v s v L 0 U) 4.1 v E U O 41 Q U O U O v C O U C 0 Q O U) w I- 1 755 HT. OF OBJ.=3.5' 750 750 745 LINE OF SIGHT PROPOSED GRADE 745 HT. OF EYE=: 11! "' 740 3 11 740 HT. OF 0131=15' 735 EXISTING GRADE-), 735 730 I 730 r') 0 Ln 1� t rn L-r) Ln m rn m k.0 Li) 0 rn m N 0 m m rq c6 ry.) ry) (y) r9 00 0 m t co 00 0') 0 m 't fl- 0 r� 't 0') ul 00 m Ln 0 ,6 0') Ln Ln ry) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ILEXI LANE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILEI 740 740 HT. OF BOW OBJ.=3.5' 735 735 730 LINE OF SIGHT HT. 730 PROPOSED GRADE 725 06 Z--- 725 x6l� 720 � 720 \I —EXISTING GRADE 715 715 HT. OF OBJ.=3.5' 710 710 705 705 r9 0 Lr) r4 It . 14- 0 ri "0 CT) . w j 0 CT) N k.0 . r_�, r4 ri 0) . 0 N rf) rr) r*-, . 0 (y) a) rq w . C� m ri r-, (7) m (7) m rr) 0 co ri .+ ry) N ry) Ln Ln L;) rn ri hl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 740 740 735 LINE 0 SIGHT 73 _-HT—.OF OBJ.=3.5' HT. OF EYE=3.5' 730 I 730 HT. OF OBJ.=3.5' \—PROPOSED GRADE 725 j 725 F EXISTING GRADE 720 720 rt co r! N rl'i rq r-, rn --Mt' rn F, ri ri H r�, m r-. 0+00 0+50 1+00 1+50 2+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET I inch = 5 f L. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 f t. � HUDSON STREET & LITCHFORD ROAD INTERSECTION SIGHT DISTANCE PROFILE PROFILE I 765 765 760 76o- HT. OF OBJ-=3-5' -SIGHT D I S - --- CE=2 0' I -r LINE OF SIGHT HT. OF EYE=.5'SA �SIGHTDI755 NCE:z28ol 1 755 EXISTING GRADE —/ OBJ.=3-5' 750 750 PROPOSED GRADEt 745 1 1 1 745 -t Lt) 00 0) 0 ,6 Ln Lr) 00 Lr) k.0 Ln V) F., H rq Ln 0 0 cr) Ln Ln 00 0 Ln k.0 Ln Lr) 0 Ln Lf) rn Ln 00 Ln Lt) 0 Ln rq Lt) Ln M tn Ln 4 Lr) Ln Lf) V) Ln 0 V) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 770 770 765 . HTOF� D'S T OBJ TA N%28,, LINE OF SIGHT 76o HT. 0 EYE= 76o .5 P—IST)kNCE=,�80, HT. EXISTING GRADE] "— 0BJ O3.5' 11 755 755 PROPOSED GRADE f 750 1 1 1 1 750 I'D C� Ln 00 c6 Ln rn Cdice•Ln Ln r. Ln co LnLn Ln . Ln rl m 1! Ln Ln Ln rn rq Ln Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 765 76o 76o HT. OF OBJ.=3.5' LINE OF SIGHT 755 755 750 HT. OF 750 EYE= �bo 745 745 PROPOSED GRADE 740 EXISTING GRADE 740 HT. OF OBJ.=3.5' 735 j 735r q w (y) 0 00 06 rn ry) (y) 0) r�- . 00 CY) ry) r1r) 00 00 j t Lf) N r;) r-i 't 4 m m . Li) 0 't -t H 00 r'� 't 00 . Ln 't a) 00 Ln 'i LJ) Ll? re) Ln Ln 0 't Ln . Li) OD Lr) ry) H r�, Lr) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN D TH 0�o WSCOTT �R,LINS'� ,u No. 35791 7/29/22 O-NAL V) Lu 0 u (A 016 zz 0 ¢ 0 > 0 u (f) z uJ Cl U) _j =) 0 a 0 < u ui U) �_4 C� i®:, > Lu � 2: Lu m 0 LLJ Lu 0� '21 LL) V) z _j 0 C) 0 Q) (n C: 0 7t V) Q) 0. Z) 0 Y 0 1-1 U) C: 0 D V) C: 0 0 C3 0 D 0 0 0 4_1 0 C 4� D q) 0 0 CL L_ Z3 0- 0 D 0 U) _0 C: 0 O Q_ .C: D -a 0 0_ Q) O C: E z V) z _j _j 0 C) 41 0 :3 0 x rn :3 0 0 0 rn Q_ Q) U)