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SUB201500202 Plan - Submittal (First) 2015-10-30
LEGEND ROAD PLANS FOR CARROLL CHEEK LOAD GLENMORE SUBDIVISION EXIST NEW DESCRIPTION 1,65 TC x 125 TC TOP OF CURB ELEVATION TAX MAF 93 FARCEL5 A I I AI-Al A2-1 A A5-1 A5-A 1 X 125- SPOT ELEVATION I =wk' _E "w X 125 TW TOP OF WALL ELEVATION 1 >5 BW X 125 BW BOTTOM OF WALL ELEVATION 5COTT5VILLE D15TRICT AL13EMARLE COUNTY, VIRGINIA BENCHMARK == STORM SEWER -- ".- --- - - -. F4t3 -.-- . -.. -.- RD ROOF DRAIN VICINITY MAP m SEWER LINE SCALE: 1 "= 25000' GENERAL CONSTRUCTION NOTES - - -- W -- W WATER LINE -- ---- GAS LINE PROPERTY INFORMATION FOR PRIVATE ROADS -- CTE -_- DHE OVERHEAD ELECTRIC WIRE LEGAL 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be OWNER ADDRESS 0 obtained from the Virginia Department of Transportation (VDOT). This Ian as drawn may not accurate) reflect the requirements - - -- WE - UGE UNDERGROUND ELECTRIC REFERENCE ie +T" 9 P P ( ) P Y Y q of the permit. Where any discrepancies occur the requirements of the permit shall PARCELS A11-1 & GLENMORE ASSOCIATES PO BOX 7623 DB 1717 govern. - ----- COT OHT OVERHEAD TELEPHONE LINE A5 -A LIMITED PARTNERSHIP CH'VILLE, VA 22906 PG 423 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify - - - - - -- UGT - - -- UGT UNDERGROUND TELEPHONE LINE nivanna A ircraft; ales the Department of Engineering (296 -5861) 48 hours PARCEL Al -A1 GLENMORE COMMUNITY PO BOX 93 DB 3935 ,, Fanvolf in advance of the start of construction. ASSOCIATION, INC KESWICK VA, 22947 PG 18 cots 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for •� .� underground pipe installation must comply with PROPERTY LINE 1111 SUNSET HILLS RD OSHA Standards for the Construction Industry (29 CFR Part 1926). SM CHARLOTTESVILLE DB 392 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control Ian and must be ADJACENT PROPERTY LINE PARCEL A5 -1 INC SUITE 200 PG 392 � �:� � P PP P RESTON, VA 20190 installed prior to any clearing, grading or other VACATED PROPERTY LINE construction. GLENMORE COUNTRY 1750 PIPER WAY DB 4097 Mlobile Scratch Prop � the contractor shall have CBR tests performed on PARCEL 93A2-1A CLUB, LLC KESWICK VA, 22947 PG 601 E.�ac�et►r. 5. Upon completion of fine grading and preparation of the roadbed subgrade, p BUILDING SETBACK the sub grade soil. Three 3 copies of the test results shall be submitted to the Count If a sub rode soil CBR of 10 or greater 9 () P � Y• 9 9 DEVELOPER% CONTRACT PURCHASER:"` is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for RED DIRT DEVELOPMENT approval. .- ......._ i- i DRAIN INLET (DI) PO BOX 645 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 CHARLOTTESVILLE, VA 22902 c rr (horizontal: vertical). Where reasonably obtainable, lesser slopes of Ol OO SANITARY MANHOLE ,etc 4:1 or better are to be achieved. PLUG BASE INFORMATION g 7. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to WV TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS IS A COMPILATION OF THE be extended to a boundary line or a natural watercourse. ® WATER VALVE & BOX FOLLOWING: 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the FIRE HYDRANT; time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of TOPOGRAPHY VISUALLY VERIFIED BY JUSTIN SHIMP, P.E., AUGUST 2015. c"- Engineering, or the Director =s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet ® WATER METER TOPOGRAPH `( AND PLANIMETRIC INFORMATION VERIFIED WITH FIELD SURVEY ON JULY offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 7, 2014 BY ROUDABUSH, GALE & ASSOCIATES. '* Albemarle County Engineering &Public Works Policies February 1997 ♦� M 9. Where LIGHT POLE ° �o-SITE 10. Where rural olnssarreeinsta;led, allllres residential (driveway entrances sshall Ilconform too VDOT T standard PE-1. 1 C). JAMES H. BELL JR., P.C. (U.S.G.S. DATUM) DATE OF PHOTOGRAPHY FEB. 22, 1998, - times , Y f UTILITY POLE DATE OF COIM1PILATIQN MARCH 12, 1998 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the RJvarn Wester Director of Engineering, or the Directors designee, it is deemed necessary. & �r Atl ' 12. A minimum clear zone of eight "u feet from the edge of pavement shall be maintained on all residential subdivision streets. RIpUDABUSH, GALE &ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ,�� k:. 9 l J 9 P - -" - - --- ROAD AS -BUILT ROAD AND UTILITY PLANS - CAROOLL CREEK ROAD AND 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section - -- SANITARY EASEMENT FARRINGTON ROAD PLANS DATED APRIL 4, 2008. detail, shall be strictly adhered to. Exceptions will not be allowed. GRADING EASEMENT 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. ROUDABUSH, GALE &ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PRIVATE Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements ". The developer shall be . " " " "" DRAINAGE EASEMENT ROAD PLANS FOR SECTIONS N, 0 & P, PHASE ll, DATED MARCH 6, 2001. responsible for maintenance of signs until roads have been accepted. I 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing - - -- UTILITY EASEMENT DATUM: NAVD 29 '. and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director WATER EASEMENT BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET r� of Engineering, or the Directors designee, they are deemed necessary in order to provide safe and convenient access. All signs or ACCESS EASEMENT .: other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control ZONING: PRDu Devices STORM DRAINAGE EASEMENT IMAGE PROVIDED BY GOOGLE MAPS - --", - TREE LINE - -- -- FENCE STREAM X12- 12- INTERVAL CONTOUR 30 - oo - INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG- CG -6 COMBINATION 6" CURB & - -- - GUTTER g° S CONCRETE IDEWALK PAVEMENT / SIGNATURE BLOCK D A T E RIPRAP XX ASPHALT GRASS SHEET INDEX CURRENT DEVELOPMENT PLANNER EC -2 MATTING EC -3 MATTING C I - COVER 5N EET CURRENT DEVELOPMENT ENGINEER GENERAL CONSTRUCTION NOTES i :.. _,:_ 0 WETLAND C2 - EXISTING CONDITIONS DEMO PLAN 1. Prior to any construction within any existing public right -of -way, including connection to any BUILDABLE OPEN SPACE C3 - ROW RE- LOCATION existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). ALBEMARLE COUNTY SERVICE AUTHORITY This plan as drawn may not accurately reflect the requirements of the permit. Where any C4- GRADING PLAN discrepancies occur the requirements of the permit shall govern. io io PARKING COUNT 2. All materials and construction methods shall conform to current specifications and standards of C5 - CARROLL CREEK ROAD PLAN AND PKOFI LE FIRE OFFICIAL VDOT unless otherwise noted. CROSSWALK 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion ,- control plan and shall be installed prior to any clearing, grading or other construction. . /•,,;f'. ������� HANDICAP ACCESSIBLE AISLE Cb _ DETAILS 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. CG -12 ARCHITECTURAL REVIEW BOARD 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. HANDICAP PARKING 6. 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I - -� �4 I :;::;;. � -� , \ �\ \ \ \ � '\ i I 0 5 �0 � U I 0 r Z N N W W Z i� C7 Z v W W d Z 0 I I � W � N O m � N N W Q (n W J f J Z V) W Q � 0 W J Q 0 I N U z Q .o U CO 1 ^1 z N 0 a 0 Q z 0 U. — Z g a z z 0 Q � U U omit,, W J a: t� Z Q � 0 U 1z W J Q Z m J Q U. Date 10/30/15 Scale 1 "- 40' Sheet No. C4 OF 6 File No. 15.050 � f r 4�1 ILL J t fey TS FEE ' 0 r t TES LP \ _ SCE I HORI� 1I CURVt ji R150.00' D64!40'1 E EX. SAiLVr: P49T ��h DB 1224 PC 447 \ \ t C1 lye EXISTING Ex. F ER OPTIC MARS °a'' = --____ _--- GR LAKEo� , \EX, TELECOM P-- 11 +00 y4 E. -9 \ EX. PHONE PE�6ti BLDG' !y '� E RELOCA ED[ FH EX. n EX. ELEC. TRANSFORMER - - CiP- 277.69 - 1 1 258 36 f 0U1= 25#.27 j Pf } PERMANENT 20` STORM SEWER ESM'T I '.0.= 272.51 - — - - _.._T:i BE PLATTED - - - ._. * Ex I I lA { I TC'f • 2'70.41. ' fr. I ti> 1N=257.30 e _ QC ?= 257.10 f �! I E.X. °,BAR: �ft7�7d PRIV. ~ M ESVT i EX. 40" S TREE 0 ° I t�� ��� � s �� i sty 35. 7J .- ' f F I � NFW 1(1'x1(1' RnX — 1 �% e E _ _- ■ !"�� / - €_ ri'' 'T iii' Srrt��OI�I�v� #:.5�,�y�2I�_•t -...,� w / v w CL EX. VAULT r:a Em 18 +97 Ex. �.I? _-- ---- _.- - -- - ELF CE.. D11iC1 I ... `, 0 I 320 315 310 305 300 295 290 285 280 275 270 265 260 255 OPTIC MARKER / NEW PRIVATE HORIZONTAL AT ���� / ��— 1 CURVE 2 �' K �` •- — ° *� u' `. STORM SEWER GRADING EASEMENT `.,, TMP 93A5 -A s \ EASEMENT IENT f> --- _...gam ` GLENMORE ASSOCIATES LP Al 41 34' SAt, _... � g ��,.._ °-•., �:t t ' � �� � ZONING: PRD "!�n� ; USE: COMMON AREA — _ _. tn� I e t � TC+E' =282 t�f a _275 &3 � S CI• �_ ----_ E.x. }€sghot��: i J 2.5' DIA. x 4h iS �1 Q i0ii 10= 275.58 l } ��y`" ` `� f 1 TOF =270.33 / :� JP-RAP ; �. 2 • + T TOf - 2 f S. 3 S 2 TS I =255 62 ;' ' t 11V -2 &9.02 8 �' a01.1 =255 53._ $ "► fN= 256.17( C -') !`x.mK - IN= 255 -31( - 7) rOR= 273.60 1� l� I CUT= 255.12 EX. SArN.A MST = 257.15 I y , DB 1224 PG-'447 `� �� • ��.� -..... -_ _--. _-_ — , � a �. , T= 256.85 I � � I w wM- 1 /! F j ; ` _ • � �I I; TMR 93A1 -X 1 N o r' I PETORIA LLC i I Z o I i t - I IZONING: PRD 1 ' � m 4 1 SE: RX STORAGE 1 I � EX. POLE 14 _ Ti II 1 4 sl 1 '1 �? �_ •1 1 O I, Q I Z � _ ° I _._ _.._ ` TMP 93A5 B �c POLE ! � '1 ALBEMARLE COUNTY SERVd. ! I AUTHORITY ZONING: PRD I ! . I i US . 'SEWAGE- JREA�bFENTr° I i PLAN 'L - � TMP 93 -A c i _ T f 0 I j GLENMORE AS O IATES LP! I nnnnin. nnn — 40 0 40 80 120 Scale: 1"=40' 320 1 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16+00 CARROLL CREEK DRIVE 50' RIGHT -OF --WAY 20 MPH DESIGN SPEED ADT 750 TRIPS /DAY 1 " =40' HORIZONTAL 1 " =10' VERTICAL 16 +50 I /tuu i i-tDu 1 Otuu 1 OT Jv 315 iERL 1i o' 011f, 295 OL 285 01:1;,: I,i�. 270 265 260 19 +Q0 5 0 0 � a Q U C) a� z ° Q Q n Q 0 ° ° �0 � U U j� z N ff N w w z 0 z V w w� o� �0 z V) N 0 rn N N w Q W � J z � w Q � 0 W J _Q � U Q O ? 0 � a: LL > Nw gZwIN Z Z o � o � U Q J ,,4 N � Z O LIJ� m < J ? Q Date 10/30/15 Scale 1 ° =40' Sheet No. C5 OF 6 File No. 15.050 ?' cvl 71 GR -2, 2A FYar' tcce a I d' 'a yi Y :', 13 / h1,• ��/// / /�„ X 27Y4" MIN 28Y4" MAX RAIL HEIGHT wV2 1'✓ e;veer ley 6._3., 6•_3'• 3'- :1 /i' 3'-1r/ ?' 3' -I %2" 3`1 11 ' d _ wvz 1 H / z /:' - - n r - "' 1 i j ~11 Ij wv� II _ P C) L L _ ��IwV 1 .Da LP b fr° - 4 I4 li w eP - 1 11 11 7777 ' ' 11 J IJ J IJ IJ IJ IJ IJ I Fee Nata -/ GR -2A -� 11- .! WHI S' --' - (6' -3" POST SPACING) i3' -1fz' POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' e b -. -I 1 v I f 1' wF 0 r, -_- -l- 1 'wF `1 i.. 1, � END VIEW FRONT ELEVATION I NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AMID CAN BE ADJUSTED DURING CONSTRUCTION E AND AS DIRECTED BY THE ENGINEER. OPTIONAL A METHOD OPTIONAL CR-2A METHOD x 0 ONAL AC 2 NE 0 o\ f'I FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. SOLOS. USING NESTED RAIL USNC ADDITIONAL _ c I�_ FOR DETAILS OF RAIL ELEMENT, RAJ SPLICE JOINT, Md) RAIL ON BACK OF POST Y HAIR SHE T NO 1.01 AN 501.02. ASSOCIATED DWARE SEE E 5. 50 D T e T RA R ADDITIONAL RN IS PLACED ON BACK OF POST bet. WHEN NESTED L 0 ADD l0 AL L L F FOR R-2A THE POST SPACING WILL DE 6'-3'. R ELEMENTS T D15 EO SHOP CURVED FOR RADII G WFI WFI TO WF3 WFS TO WF7 WV 1, WV3 WV4 AIL LEN E FURNISHED z, I ur nN W FEET FEET. r WFS -[ c n BET EEN 5 E AND 750 F ' tK - f0 UL. P y" - F 2 to tic �� P - WI I c. r 'P _ l r 4N -ii1 ''^ TA A TABLE v TA 'F r BLE B TABLE C L B F ARE L E Ai RATE 1 P P T H GUARDRAIL POSTS SHALL RC S PLUMB. S SHALL ALL D OS ALL E NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT / 4" a FROM VERTICAL. WW THO T At TFIUTS. AND POS SHALL BE SET MO ALIGNED WITHOUT At OR FORCE, AS PER I'.n ''. Uar ' L "pr. 9' A __L c , 151 # c Uw. 21 S.v c. engu' 50 SECTION 505 OF THE SPEGFICATIONS. 21 :1 Ll __ -___ n w y1 /" 5 2/a' h q 4' RAIL MANTAPEO A qq - - - - - X I' 0 r w 3 4' 9' VIR(JV1 GLJ',A,'MLNI U' RAN •!`OR I AI ION ALL GR -2 AND GR -2A SHALL BE AT HT H I 7 " MN 2 'MAX AS MEASURED PER E G OF 2 B . AS f z C. 3 A - S 4 44 39 1t.3_ Q '. _yy S TMAARD CR INS. DETAIL A ml', n y �r S'r:rd;7:'A H; ^r3wo1 dr; l9n H i LI34 -.245 '' 1.0b I d'E . ALL W BEAA1 RAILS SHALL BE LAPPED N THE DIRECTION OF WI2 A4 k, 2] / 11,' -c WFN N'N e1. S['.cl. i � LI 'JI F- I' -9 /r" - - +fE 4/z h , _. 17 1..6 1,3'3 VEHICULAR TRAVEL FOR THE FINISHED ROADWAY - THE OPTIONAL GR-2A METHODS OF NESTING THE RAL OR USE o,f J' 40 H2xES 3d1: 1 q I N ni A �A t 1 .a., -k' OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR 41.0 W l0 V ed - 346 AN b BL7 - A a.O 12 _ 4 L STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER WI u > f FOOTING PLAN _..' 7 I BILL - Ea. C o k II niP J I,la .] w r l to t:�r 'I 0' f t : 5 i2 find. t' l,'I lr� h'r: ',IC "y -' 6:3!,3 PRIOR TO INSTALLATION. FLARE RATE S DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MP H SHY LINE LS F ARE L E Ai RATE F AR E L RAT E 70 9' 30:1 151 # 60 B 21 14:1 IF 50 6.5' 21 :1 111 # 40 5 161 81 # 30 4' 13'1 R1 k r t DIAGRAMS ( %" HOLE SUGGESTED MAXIMUM FLARE RATE /LF 9 +:0"f C- MID_ 'JNGINA, J_f,__U :N! JIGNLi 'JN,AM\,3 FRG G' -SGN SIA'. CM1V1 I' lNi -'LL IN iL C_% kA_ JF`I_�- BCS-D7 I I I I I FOR SEMI-RIGID BARRIER SYSTEMS. _ ^ raln_ge a fro:" the .✓I, 'Wa ^_Gho _s nha'I ne CIa:eG at t. o �.. we.,� Golrt _c�IEle For Iron c way g r7F'J °- WING DETAIL ,V�r �VDOT (J_ (5_ (6- n)I _ (B- (9)I _ A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFEEM REFEREI HWI Nl I 0 antit' ((DA) ,NI: U;60 ANDAIZ)S ROAD AND BRIDGE STANDARDS - STANDARD BLOCKED -OUT W -BEAM GUARDRAIL KING C Lrefe 2 1 FILL SLOPE - TYPE I a vlsaN 'A of e SHEET 1 OF 2 REVISION DATE 4.07 t.l: (STRONG POST SYSTEM) F7.- R TH VIR(JV1 GLJ',A,'MLNI U' RAN •!`OR I AI ION n7n7 ux,;,7 ,.r,, ,,,, 06114 T, VIRGINIA DEPARTMENT OF TRANSPORTATION 117 %c•u ?. DIAGRAMS ( %" HOLE 223'1, /LF Left Side BCS-D7 I I I I I rFNrHAI nr.--S _ ^ raln_ge a fro:" the .✓I, 'Wa ^_Gho _s nha'I ne CIa:eG at t. o �.. we.,� Golrt _c�IEle For Iron c way g '• _ 2238 : 3.99 L;1 (J_ (5_ (6- n)I _ (B- (9)I _ KN3 G HWI Nl I 0 antit' `i' 9 r - P :cur KING C Lrefe T2 Bair. *, r x I 'I J . 2403 4.07 t.l: ®® C� R TH ll3 Lra Lnd 33.044 '.'7Frl 3, -;dGP f)csl rin "r rr• ^nr.r, 5rr- FnI -I�n 7912:70'1 in._. .vN A ,.1 s �-, n,I. r, .. nr7 T, 117 33638 ^ 44 39 1t.3_ Q '. Span -B) /2 DETAIL A ml', n y �r S'r:rd;7:'A H; ^r3wo1 dr; l9n H - - " A LI34 -.245 '' 1.0b I d'E . 33.9 dr„rc, „ a.: La„_d on tic 4 4E 1. 39 © ®� AA 35.9 , 1..6 1,3'3 the -c .tic -nn r. twcon th - .J a - c - t �h..r o oud1.I IN c to r:l oc. y S 5 n 40 H2xES 3d1: 1 q I N ni (Span• @) /2 - .a., -k' CC 41.0 4141 - 346 - 9 14H BL7 - A a.O 12 - - L 'I. � b;:i89 -- _..' 7 I BILL - Ea. C o k II niP J I,la .] w r l to t:�r 'I 0' f t : 5 i2 find. t' l,'I lr� h'r: ',IC F 6:3!,3 i 5.19 i.71 ! 376 4 G.c7 '. 7fi 23. 0 A LJI "' UI -I L (;721;;INAL SLFlLL_- r.N'_: ;,IUNLU JP.IWIN�; I;: ON I ILL N 11,L 'h II t b,: T . nn 0 w 0 c 1c,e n oc-half `hc c'ghT c -hc N_1 ILIll 5c by handi_ompa_to.s a 'y. ,AL OFFICL 5 6 6' -fi' 414 1 74 w - 39.052 G BH, lvD ❑T 2 86 4 2. 1,.2 3 969 463 ze �• =1 .240 � � BH2 Y .,o t 1 -J o e t d I, P 9 ) 1V r.nl 1: ir' ir�111c �. �.. A 7.1 � - 5`i7 � 79.112 1' 1 r' j `��r TYPL 1 II T' -6' - 9" t YP hj h< r:,r cr r r L 7.7 C 5A9 73F D'P 0.555 86,230 7'-10' SHEET IOF 2 REV15ION DATE 1.426 2.'3 07/17 vkG,IA )F M -N1 0- 1.9ANSPOII -A -ION 672 21., Z.uL 6 100201 07/12 84 1 % 3" A'.I ,, :e ',h,.f: br, l a1za A ". - t. - °.3 4 5.060 Ti A •_ 772 1. 0 `'' "x8 "x1-2" d NOTES T H MANUFACTURER'S INSTALLATION T RAIN H INSTALLED ACCORDING O T_ 2. ALL E AILS SHALL BE S ED SP, loin 7' -10' 6 7' -5' tl l�I, 1 ,f 1.621 it Ire "z10" BOLT �3 $ TREAT PIN ED E 1. ALL TS NUTS. WASHERS, O7 BOL U 5. AND OTHER n v L�r n :tJ M A615 :. Je. 6C1 AI t - 0. 827 1 109,307 8'-10' 16 _ - 1,432 51.068 w it 6 NUT C 1 .•..e ,1 1 9 I`n ,,r ',:g s exe;e., x'ee c re, wrs... .'c H.. .irtJ cfe s.t' -t 'a fJ '0.7 0.676 SUP. B - 10• _ R - - I .538 II I I E RECYCLED w MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY E 5 5 BL U HED WITH THE AR RNL WITH A 1 FT. OFFSET ACCOMPLISHED p WITH A SHOULDER FLARE TO PREVENT E Gll D W 0 SE COAL E I T FOR W WHERE RIGHT OF EXTRUDER FROM ENCROACHING ON FARE SNOl1LDER 0 3R WORK E - 111,454 8' -10' a 8' -6' TT- he .c _rcic cover o 1-e et, ., �1, cCmerl bar„ swat. be a= fol:ow.,: I' 32 G I1 /L _ !i 3 / L.dC'I w , 124488 8' -10' BVI wog to "nq ;aid r ,l S our- cover H 14.0 1 -724 :337 5.451 P,.BA POST MID DLOCKOUT MUST DE USED IN ANY ST B. DIRECTION OF THE REFLECTIVE TAPE ON THE SHALL CONFORM TO MUTCO ¢821 157.2&1 Wa!1 ,L_rt. ,o1, la_es. J/; • ��.cr - R - 5.3 - - - i44< 351 O, �R m 0 SINGLE RUN OF GUARDRAIL CT MARXR APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS AND BRIDGE END PANELS. r- I- ed lu b h, c Ct. L;: it Ilse I tI: N I hc. y; I e rJ r -. t ,� I: 1 ,f N: -t I - � lfi.'.. - - _ - I. 3 7 l 5 .0 6 I .560 II TI OPTIONAL HOLE 0 T - .:le,l yr;er. ly tilts. 'u ' _._ 1 26.868 .D91 .:.8 1 i.T 27 57.07 6 II TO FACILITATE CALVAIJIZING ,r ,..�,.e ,. T 77.0 C. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS. INSTALL AS i If,9H -u.BF. 1.[4'3 :� p 6 ( 1 GENERAL NOTES: Copodty+AAEKT13 1i 93 Looting SplClfKa[laria' Construction: V6��ia Deportment of Transportation Road ontl Bridge Specifications, Uesigry AASHTO LRFO Bridge Des n S e ii'catbrts, 5th Edit an 2010: 200 Interim Spsquicotiore; ord YCOT F1odi Fcot'ons. AE concrete shill be Closs A4. f rm r -M r in h I TM A615 60 N reinf r rq or dimensions on De o a m o bars s al corder" to AS .Crude o c b Q1 4 9 the datgasd tlrawmgs are to centers of hors except where, atherw)sn noted an are subject to fabr'cohon and construcbon toNroncas. 3 to I r n In don with the urn^ VDOT R Construction 'elite shat be canal ucled and banded attar ce W s c t and but. 1 Alternate BH3 with d Bridge S seiR otians. T, BH1 ollcarners an 9 P c when required Berrela more than 35 'n length shat be poured in aec6ona by provldng ver6col construction joints, not es eedi 25'betwsen bxlts nor more than O'trom soda of burr els. -c -ding ) 3 BL7 II urn . o c e s _ r 1 n H3 II nov it diameter of 4 Dor d meters. _ •e Rare BH and B Oho e o 2 do ml s are -to -cut of bars. Bars ore straight unless otherwise shown. D'm neionn an bar diagrams out g f 1 o bare table number f dinal hors The tuber o � d BL2 a e shown 'n the t De a the u bar o be, o Mown I I tot m er of rs re iced. �q %c BL2 bars troll the typical sec l and ay 1.1 a the to nu b a gu fit a f toc r m Ili co r tUan into f rat 6cetl Dore shall ro' t 30 have a b o SO ba diometera at tea. At rgt u o c 9P P P include pV 1 M 9. lyp. Dar diameters be anti this Soinl. Eatimoted apAN.fLF shown for reinforctrr??gg i.ol l dose of in t T3 In�wantity for laps of BLI and BL2 bore. The additional weight per lonptudinol lap is shown in the The minimum c ver f main reinforcing b rs Moll be 2r 2Z from the tote of the canCrote for I r r po f tit 11 2" fr m 111 race f h c le tar 0 alh r cu ve la unde to 2 (.at a and Ma 6a a a oc a L n prase a a HGHT culverts. Lap BIi1 NI reinforcing, steel for culverts under 0 to 2 foot fille shall be low carbon /chromium reinforcing i onf rm Tu 10 . stew c o 1ng to AS A 35 BV 1 At the C t a t o t' BYI D ma b s 1 -c tl at the arrnisai6la conat uct on pint in order M. F'Ir r1n ; DIAGRAMS ( %" HOLE 223'1, /LF Left Side Right Side I I I I I 6x8 WOOD WQQD _ ^ raln_ge a fro:" the .✓I, 'Wa ^_Gho _s nha'I ne CIa:eG at t. o �.. we.,� Golrt _c�IEle For Iron c way g '• _ 2238 : 3.99 L;1 (J_ (5_ (6- n)I _ (B- (9)I _ KN3 G HWI IYPe !V' {; are to ce, �s for st. g- „r os ..s on;] skews 1.p * " "" wu IvPe U _, _p P nn,.:, ,. GUARDRAIL - -- - i 4" WIDE BLOCKOUT RH1 T2 0 4 ., 1 f „k t JS I k [ ' w ry> c ,c'.' r.d. The w r9wa11 I , be I1 e Trt .a Ch Ell vnr I Is :,hrrv, or W J . 2403 4.07 t.l: ®® �- R TH 1036 l ■ ■ ■ ■ 1.042 33.044 top anti Got. T, 117 33638 ^ 44 39 1t.3_ Q '. Span -B) /2 DETAIL A TRANSITION FROM GR -9 TERMINAL TO WEAK POST (STANDARD GR -8) GUARDRAIL ©M� 3 3.044 LI34 TYPICAL SECTION C 7 33.9 3-'h 4 4E 1. 39 © ®� AA 35.9 3811 1..6 1,3'3 1,146 39.052 ®®' H2xES 4t, 77 : 4.h(i 14li 56.391 ' 1 6 0 CC 41.0 4141 39. S2 0 4 F6 14H C 4 I)O ,2.0 b;:i89 62,409 � 4 99 1.71 6 6 6' LL 7J F 6:3!,3 i 5.19 i.71 ! E 4 6 7fi 23. 0 A LJI "' UI -I L (;721;;INAL SLFlLL_- r.N'_: ;,IUNLU JP.IWIN�; I;: ON I ILL N 11,L :.LN ,AL OFFICL 1. ALTERNATE BREAKAWAY CABLE TERMINAL GI SHALL BE A VDCT APPROVED PRODUCT 6' -fi' 1417 �VDC7T 1.424 39.052 G I'LC,I K AI cN lvD ❑T 2 86 4 2. T 11 /, �7 3 969 7'�1 0 6 I, LT LRLNCL II .240 MEETING NCHRP 350 OR MASH TESTING CRITERIA ANY TERMINAL USED FOR THE GR-9 SHALL 4oa7 ArJO ,RDG� STANDARDS � IJ 4 5.060 A 5 � - ROAD AND BRIDGE STANDARDS 0.546 79.112 1' 1 r' j `��r TYPL 1 II T' -6' 1.333 45.060 1.343 BE FROM THE VDOT APPROVED PRODUCTS LIST. STANDARD MR -3 TERMINAL OPTIONS ARE C HF - :.F P ^,FV SIGN naTF -�i 25.688 0.555 86,230 7'-10' SHEET IOF 2 REV15ION DATE 1.426 i1i17.Or 07/17 vkG,IA )F M -N1 0- 1.9ANSPOII -A -ION < E INCLUDED WITH THE GR -9 TERMINALS ON THE APPROVED PRODUCTS LAST. 6 100201 07/12 84 1 % 300 295 290 285 280 275 270 265 260 25 on r c a s e to foc,Etate construe ip nilo adtlitlonai compensation shall be provided for the inuease in reinforcing steel quantity due to the spikes. Headwall quantities ship" assume wilgwds are to be built at a 45e angle to the headwo8. Permissible The design^ are o plicobk to the MI height and Other conditions indicated. My change in the conett;Vion conditions vokdoles these designs. I, typ. Wingwplle r far srKSd by letter apply when the gploble foundobon level Is the some tar both box snapp wogs. If fountlotbnnnpplwwevels are dfFerent, the hefaht of the winpwall shall be adjusted by selection BCW"af ethett all of slope cpprapr ate heig t. For -.4 tleta17t, refer to standard series For details of extending existing bores, refer to standard BCE -01. For modification of details for skewed culverts, see the skewed box details included in the rood plans. This standard Mall be used with the BCS standard series. A COPY OF THE ORIGINAL SEALED AM SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SINGLE BOX CULVERTS STANDARD DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION �G�RI -2. 2A GR•9 g I g'• �{" WASHER 1 � I - s' ^ S s S - GUARDRAIL EXTRUI j{ ^xi8" BOLT ^ 34' HoLE f HOLE k NUT - - fi"x 8'•x1' -2" TREATED < PINE BLOCK OR TREATED i!' RECYCLED MATERIAL, TREATED PINE 3'i" HOLE BLOCK OR 1FT. OFFSET �.„ RECYCLED NOTE LAKE PER GALV. STEEL 101) n MATERLAL COMMON NAL SEE NOTE 5. 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL TRAFFIC 3 "x8 "xt -2 CONTAINING STEEL BLOCKOUTS. TREATED INE BLOCK BLOCKOUT FOR MAINTENANCE GUARDRAIL TREATED 4 REPAIR ONLY SOUTHERN PINE - = 19 I LESS THAN t -O., W -BEAM GUARDRAIL - POST DIAGRAMS ( %" HOLE BH3 /LF Left Side Right Side I I I I I 6x8 WOOD WQQD '• } PINE BLOCK, TREATED SPAN V3 STRONG (J_ (5_ (6- n)I _ (B- (9)I _ KN3 G HWI 8' -0" POST GUARDRAIL ELEVATION THE CRT POST IS FOR USE WITH THE STANDARD GR-1O TYPE u0R WHERE ���::: --jjj SPECIFIED BY THE ENGINEER iN THE i 4" WIDE BLOCKOUT REQUIRED STFeAE' GR 9 TERMINAL STD. GR -2 a SPACES a 6'-3" 3 1 16.184 PLANS, I4- -i' ® ®® �- R TH 1036 l ■ ■ ■ ■ 1.042 33.044 A */ 4 _ - 1 ■ 1 ■ ■ 1 1 1 1 C. 44967 POST MAY BE HOT ROLLED OR WELDED. DETAIL A TRANSITION FROM GR -9 TERMINAL TO WEAK POST (STANDARD GR -8) GUARDRAIL ©M� 3 3.044 LI34 ®0���� C 4 3 19,524 0.449 © ®� © HOLE ®�� 1,146 39.052 ®®' H2xES 4 GUARDRAIL INSTALLATION ¢ 490 56.391 ' 1 6 0 6 6 -6' I. _ ?32 39. S2 0 1239 39.052 C 4 5 SITES REQUIRING LONGER NOTES( 62,409 B' 10' 6 6 6' I. 4 32 39. 9 052 1.33 2 39.052 E 4 6 7fi 23. 0 0.5 96 62017 GUARDRAUL POSTS 1. ALTERNATE BREAKAWAY CABLE TERMINAL GI SHALL BE A VDCT APPROVED PRODUCT 6' -fi' 1417 39.05 2 1.424 39.052 G 5 3 2 86 4 2. ¢ 497 3 969 7'�1 0 6 - 7. 6' .240 MEETING NCHRP 350 OR MASH TESTING CRITERIA ANY TERMINAL USED FOR THE GR-9 SHALL 35 4 5.060 A 5 4 3•. 0.546 79.112 7' -10• II T' -6' 1.333 45.060 1.343 BE FROM THE VDOT APPROVED PRODUCTS LIST. STANDARD MR -3 TERMINAL OPTIONS ARE C 5 5 25.688 0.555 86,230 7'-10' 6 7' -6' 1.426 45.060 1,436 < E INCLUDED WITH THE GR -9 TERMINALS ON THE APPROVED PRODUCTS LAST. 6 T 1 2.00 4" 84 1 % - 7' 10' 6 - T 6' .5 8 4 5.060 I. 529 45.060 C "x8 "x1-2" d NOTES T H MANUFACTURER'S INSTALLATION T RAIN H INSTALLED ACCORDING O T_ 2. ALL E AILS SHALL BE S ED 0.03 SC O 17 7' -10' 6 7' -5' 1.6i 1 45.060 1.621 it Ire "z10" BOLT 1 $ TREAT PIN ED E 1. ALL TS NUTS. WASHERS, O7 BOL U 5. AND OTHER T I T ' INSTRUCTIONS CTI AND THE FOLLOWING Y RE UREMEN S 5 RU ON5 E 0 00 O 0. 827 1 109,307 8'-10' 16 _ - 1,432 51.068 1.446 it 6 NUT C W BLOCK R o 0 STEEL EM ARE T S EL IT 5 E TO GALVANIZED 1 ) HAIL INSTALLED A STANDARD CR -9 TERMINALS TO AS SHOWN ABOVE SHALL BE ALL M10 0.676 - B - 10• _ R - - I .538 II I I E RECYCLED w MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY E 5 5 BL U HED WITH THE AR RNL WITH A 1 FT. OFFSET ACCOMPLISHED p WITH A SHOULDER FLARE TO PREVENT E Gll D W 0 SE COAL E I T FOR W WHERE RIGHT OF EXTRUDER FROM ENCROACHING ON FARE SNOl1LDER 0 3R WORK E - 111,454 8' -10' -r 8' -6' TT- 51.068 1.631 x W8x8.5 OR G N Y T ATM BE INTERCHANGED ON AN ONE PROJECT W THE RESTRICTION THAT SAME TYPE OF WAY IS LIMITED, THE OFFSET CAN BE DECREASED AS DIRECTED BY THE ENGINEER, _ 124488 8' -10' �III�I�' 8' -6' L ?10 111111111® 1 -724 II II W6x9 ®® $ s POST MID DLOCKOUT MUST DE USED IN ANY ST B. DIRECTION OF THE REFLECTIVE TAPE ON THE SHALL CONFORM TO MUTCO ¢821 157.2&1 8' -10' 6 - i.803 51.068 1.816 II K 0 SINGLE RUN OF GUARDRAIL CT MARXR APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS AND BRIDGE END PANELS. oolovo��r� 129.121 - 9' 10' - - _ - 1.543 7 l 5 .0 6 I .560 II TI OPTIONAL HOLE 0 T 3. FOR DETAILS F Aft 7 P DE ARS ORAL ELEMENT SLICE IF TAP HALL B FADER (YELLOW). COLOR C E S E ®■�o��.�,©��!yy}}��o 1 26.868 - 9' 10' 6 9 -6' i.T 27 57.07 6 II TO FACILITATE CALVAIJIZING 57.076 i° JOINT, HARDWARE. ETC. SEE SHEET NOS. 301,171 A .E AND 501.02. C. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS. INSTALL AS " dA HOLES G.938 17034 p 6 ( 1 4, DRTYE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOq(pUT AFTER" x 113 SHOWN ABOVE REGARDLESS OF ADJACENT TRAFFIC DIRECTION. D. HEIGHT MI= ASUREO AT TOP OF W -BEM1 IS 27�'i" MIN. - 2B�i" MAX. 1.929 57.0761 L T 10 ,,,»HOL HOLES IN PO575 00LT IS INSTALL D. 8 MLLE 3. IF THE CALCULATED LENGTH OF NEED CANNOT MET FOR THE SITES RETROFIT, 9' -10' 6 NETS 2.098 ID S MAINTENANCE:, OR UPGRADE OF TERMINALS, PROVIDE AS LIt1CM DISTANCE AS POSSIBLE �..{ 57.016 TO E TO BE i DIA 8 TO THE HAZARD. CRT POST 0.846 STEEL POST 10'-10' 4, EACHNMANI FACTURER. SEE NDIVII)LAL OTHER 10'-6' 1,630 63.084 1,650 MANUFACTURER'S PLANS FOR THIS INFORMATION, F ATiON 5PEC1 E T A COPY OF HE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, 37.120 �VDOT -,VDOT 1 I FILE IN THE CENTRAL OFFICE. A r OF THE ORIGINAL. SEALED AND SIGNED DRAWING IS LF COP REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL 1.613 ROM AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS ALTERNATE BREAKAWAY CABLE TERMINAL 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 39.944 REVISION DATE SHEET 2 of 2 SHEET 1 OF 2 REVISION DATE NO FLARE 505 63 -084 VIRGINIA DEPARTMENT OF TRANSPORTATION 63.064 08/14 501.p5 5Di.16 10/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 238930 10' -10' 6 DCS -DT BCS -20 FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCS -DT. A 63.064 P 9 4 37.636 SYMMETRICAL ABOUT GCULVERT 4� (WITH WINGS A cWNG REMOVED) DOWNSTREAM ENO) (UPSTREAM END) END ELEVATION UPSTREAM ENO DOWNSTREAM BARREL LENGTH (OVT -TC -OUT HEADWALL) END FILL SLOPE 8 "x6" FILLET t2" TOP Or TOP SLAB 12' 17 HW1 -TI IP T � / 2 III REAM END ( T AT OP TOM I�`' _ DOWNSTREAM ENDI I REINFORCING BAR _4� J DIAGRAMS ( BHi BH3 6" x" PVC DUMBELL WATERSTOP F- 1-12" SECTION A -A (WITH WING) SPECIFICATION SEECIFIL'ATION REFERENCE REFERENCE SINGLE BOX CULVERTS STANDARD DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION i 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 (:�WATERLINE PROFILE 1"=40' HORIZ; 1"=10' VERT. 295 290 285 280 275 270 265 260 5 13 +00 13 +50 BACK FACE OF T3 CURTAIN WALL 6" x 6" FILLET HW1 L- CONSTRUCTION JOINT SECTION B -B PART PLAN (WITH WING) (WING REMOVED) (DOWNSTREAM END) (UPSTREAM END) 300 295 290 285 280 275 270 265 260 5 14 +OU ae -n g cR -n PAY T (R -2 W /ISM _ [� I' X 8` 304 PLATE (V\ TIMBER POST NUT w ANCHOR PLATE I �•e DIA At4CNOR CABLE W Br.�• _ �p PLAN I (MAx.3 SFi STO St. iTRONG POST W' % B" TIER POST ANCFIOR PLATE I ,a IEX.BOLT AND NUT LONG WITH WASHER STEEL 1 I DETAIL A `� A70N SEE DETAIL A i4" DbL ANCHOR CABLE I TOP OF CROIM I TWO Iy ^ILEX. BOLTS OR PAVE -- AD 1D" LONG A WITH WASTERS I SEE DETAIL B I I I I SOL PLATE O _� ELEVATION z o I I A �P sr) �IyTTED't+otE t-1 rl�'I I l � M r DIAL X 7" LD. THREtDEO _ DETAIL B Slb _ E7NTIRE LENDTH NOLE ME %1 DIAL HOLES f -1 SOIL PLATE I I 1 _ I dA CABLE TO 8E MIDATN S7IADIIO " dA x DIA AGE CONVECTED y jj�( FITTING AN'O STUD HOLE fiOLE in T�« ,. HOLES ANCHOR CABLE SWAGE CONNECTION TO THREADED STUD SHORT WOODEN POST A ,B• in n 3" WE LE 2' 4" 4" 1 4" 2" t "x "x a- / may; §� END PLATE t t 1 " l + jJ" dA - MIDLE e x BEARING PLATE o a 0 ss�� STEEL FOUNDATION TUBE A� EIGHT (B) Ili " DIAL HOLE a M�ATEOIE wANE�9oR NOTE, COLD FORM USE OF THIS TERMINAL TREATMENT IS RESTRICTED 1� ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS. SPECIF CATION `v�" REFERENCES ROAD AND BRIDGE STANDARDS TRAILING END TERMINAL TREATMENT 505 SHEET , OF , REVISION DATE w 30120 VIRGINIA DEPARTMENT OF TRANSPORTATION 4 FOR TYPICAL SECTION. NOTES AND OTHER DETAILS. REFER TO STANDARD BCS-DT. BCS -z0 ROM AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 SHEET t OF 2 REVISION DATE 07/11 1002.02 1002.09 07/11 290 285 280 275 270 265 260 255 250 24 nTs- A COPY OF THE ORIGINAL SEALED AND 51ONED DRAWING IS ON FILE IN THE CENTRAL OFFICE SINGLE BOX CULVERTS 10 TO 20 FT. FiLLS VIRGINIA DEPARTMENT OF TRANSPORTATION Section - ' 0 OUAN, /LF Left Side Right Side HEADWALLS 10 -Yr Depth SPAN V3 HGHT LL��`� .. uV KN3 G HWI ?emu li N 5 d ZEN ® ®�use i - 0.69 STA 13 +50 S 1 3 1 16.184 ® ® ®® 0.64 5-6' 1036 33.044 1.042 33.044 A 4 17.596 C. 44967 5' -ILO' 6 5' -6' ©M� 3 3.044 LI34 ®0���� C 4 3 19,524 0.449 © ®� © ® ®�� 1,146 39.052 ®®' 4 4 20. 936 ¢ 490 56.391 ' 1 6 0 6 6 -6' I. _ ?32 39. S2 0 1239 39.052 C 4 5 22.348 0.547 62,409 B' 10' 6 6 6' I. 4 32 39. 9 052 1.33 2 39.052 E 4 6 7fi 23. 0 0.5 96 62017 6'-10- 6 6' -fi' 1417 39.05 2 1.424 39.052 G 5 3 2 86 4 2. ¢ 497 3 969 7'�1 0 6 - 7. 6' .240 4 5.060 35 4 5.060 A 5 4 24.2T6 0.546 79.112 7' -10• 6 T' -6' 1.333 45.060 1.343 45.060 C 5 5 25.688 0.555 86,230 7'-10' 6 7' -6' 1.426 45.060 1,436 45.060 E 5 6 T 1 2.00 0.64 4 84 1 % - 7' 10' 6 - T 6' .5 8 4 5.060 I. 529 45.060 C 5 7 28,S 12 0.03 SC O 17 7' -10' 6 7' -5' 1.6i 1 45.060 1.621 45.060 1 6 4 27.616 0. 827 1 109,307 8'-10' 16 1 1,432 51.068 1.446 51.068 C 6 5 29.028 0.676 10T.43D B - 10• 6 - 8' 6' .52 4 5 .068 .538 51. 068 E 6 6 30.440 0.725 111,454 8' -10' 6 8' -6' 1,617 51.068 1.631 51.068 G © ©1111t�1�1�110 31,852 0. 773 124488 8' -10' �III�I�' 8' -6' L ?10 111111111® 1 -724 51,068 ®® 6 1 33.264 ¢821 157.2&1 8' -10' 6 8' -6- i.803 51.068 1.816 51.068 K T 4 © oolovo��r� 129.121 - 9' 10' 6 - 9' 6• 1.543 7 l 5 .0 6 I .560 ©�o�� 0 T 6 33.7 80 ®■�o��.�,©��!yy}}��o 1 26.868 - 9' 10' 6 9 -6' i.T 27 57.07 6 1.744 57.076 H ®�1m® 8 36.604 G.938 17034 9' -10' 6 9•-6- 1.912 57,076 1.929 57.0761 L T 10 39.428 1.033 219.296 9' -10' 6 9'-6' 2.098 57.076 2A 15 57.016 P 8 4 34,296 0.846 15%(W 10'-10' 6 10'-6' 1,630 63.084 1,650 63.084 0 0 6 37.120 0.9513 1 172.890 10' -ID' 16 IG'-G' 1.613 63.084 1,833 63.084 H B 8 39.944 1.070 1 9¢718 ILO-ILO' 6 ILO' -6' 1,996 63 -084 2,016 63.064 L B 10 42.768 1.165 238930 10' -10' 6 10'-6' 2.181 63,084 2302 63.064 P 9 4 37.636 0. 990 186271 11'-10' 6 u ' -6- 1.707 69.092 1 -731 MID 111 � 111 ©11Ti� I. IDS ©� 11' -10' ©11ii II' -6' ©� 69.092 11i� ® ®1011 9 8 Illii Im ® ® ®I� 11' -6' ® ®11:1'i 2.098 69.092 L 10 46.108 1,312 2M M 11' -10' 6 1 Z.257 69 -092 2281 65.092 P 12 4 32 8.9 I .492 338 -»90 ' -I Il 0 6 I I' -5' 2,442 69.092 2.466 69.092 T 4 40 -976 1.132 222.912 l2' -10' 6 12' 6• 1-780 75-100 I.BOI 75.100 0 6 43.800 1.229 2M 180 12'-10' 6 12• -6' 1.966 T5.100 1.993 75.100 H r�"' B 46.624 1.328 242.383 12' -10' 6 12' -6' 2.151 T5, 100 2.178 75.100 L 10 49.448 1.423 291.088 12' -IO' b 12' -6• 2.337 75.1 DO 2364 75.100 P 12 52.272 1.601 398,0% 12' -10' 6 12' -6' 2 -522 75.100 2.549 75.100 T 6 50.480 LS51 2&1,94 14'-10' 6 14' -6' 2.094 87.116 21211 87.116 H 12 8 53.304 I- 665 364.490 14'-10' 6 14' -6' 2.293 87.116 2.326 87.116 M 12 10 56.128 1.764 313084 14' -ILO- 6 14' -6- 2.478 ST.1 16 2.512 87.116 0 12 12 5&.952 L,991 427,/61 14' -10' 6 14' -6' 2 -663 ST.t Fa 2.697 07.116 U iIIII�IIIIuiIII��IIII�IIII�IIIL' �IIIIIJIII�iIIIIi:IIIiY ©illi(LS Illi9e�-llliislllllr�lllllall�lls ®re® ® ©®,WW�� III ©� /�9�llll� 1D1D ® ®��I®' �DD�DD© �iiiD�IftM -�OD� ©D1 ®IIM'i_ © ®ID�ID� oo ® ®o■u�a���W■o�l ©/a►[ ®e® ®oa�l�mo �1D ® ®�1��110iiY ©®' 101i77JI 1I!1����oo�� 4Y� ®I� ©D�D��iI{itllD�D� / © ®III��� ® ® ® ©���ii��llii/10i�iFF ® IIII�III�ID © ®� ® ® ® ©II�IIIi�4�IIIWiIm ROM AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 SHEET t OF 2 REVISION DATE 07/11 1002.02 1002.09 07/11 290 285 280 275 270 265 260 255 250 24 nTs- A COPY OF THE ORIGINAL SEALED AND 51ONED DRAWING IS ON FILE IN THE CENTRAL OFFICE SINGLE BOX CULVERTS 10 TO 20 FT. FiLLS VIRGINIA DEPARTMENT OF TRANSPORTATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION SPECIFICATION SINGLE BOX CULVERTS REFERENCE REFERENCE 10 TO 20 FT. FILLS VIRGINIA DEPARTMENT OF TRANSPORTATION GC -1 Section - ' 0 OUAN, /LF Left Side Right Side HEADWALLS 10 -Yr Depth SPAN V3 HGHT LL��`� .. uV KN3 G HWI ?emu li N 5 d ZEN W �_ W 6 orJi � L e, z - O W �2N i 2.., 0.69 STA 13 +50 S 1 3 1 16.184 11400 A6.4913 5 -10• 16 0.64 5-6' 1036 33.044 1.042 33.044 A 3 4 17.596 C. 44967 5' -ILO' 6 5' -6' 1.134 3 3.044 LI34 33.044 C 4 3 19,524 0.449 SO 604 6'-10' 16 6' -6• 1,139 39.052 1,146 39.052 A 4 4 20. 936 ¢ 490 56.391 ' 1 6 0 6 6 -6' I. _ ?32 39. S2 0 1239 39.052 C 4 5 22.348 0.547 62,409 B' 10' 6 6 6' I. 4 32 39. 9 052 1.33 2 39.052 E 4 6 7fi 23. 0 0.5 96 62017 6'-10- 6 6' -fi' 1417 39.05 2 1.424 39.052 G 5 3 2 86 4 2. ¢ 497 3 969 7'�1 0 6 - 7. 6' .240 4 5.060 35 4 5.060 A 5 4 24.2T6 0.546 79.112 7' -10• 6 T' -6' 1.333 45.060 1.343 45.060 C 5 5 25.688 0.555 86,230 7'-10' 6 7' -6' 1.426 45.060 1,436 45.060 E 5 6 T 1 2.00 0.64 4 84 1 % - 7' 10' 6 - T 6' .5 8 4 5.060 I. 529 45.060 C 5 7 28,S 12 0.03 SC O 17 7' -10' 6 7' -5' 1.6i 1 45.060 1.621 45.060 1 6 4 27.616 0. 827 1 109,307 8'-10' 16 1 1,432 51.068 1.446 51.068 C 6 5 29.028 0.676 10T.43D B - 10• 6 - 8' 6' .52 4 5 .068 .538 51. 068 E 6 6 30.440 0.725 111,454 8' -10' 6 8' -6' 1,617 51.068 1.631 51.068 G 6 7 31,852 0. 773 124488 8' -10' 6 8' -6' L ?10 51 -068 1 -724 51,068 1 6 8 33.264 ¢821 157.2&1 8' -10' 6 8' -6- i.803 51.068 1.816 51.068 K T 4 30.956 0, T31 129.121 - 9' 10' 6 - 9' 6• 1.543 7 l 5 .0 6 I .560 57.07 6 0 T 6 33.7 80 0.543 1 26.868 - 9' 10' 6 9 -6' i.T 27 57.07 6 1.744 57.076 H 7 8 36.604 G.938 17034 9' -10' 6 9•-6- 1.912 57,076 1.929 57.0761 L T 10 39.428 1.033 219.296 9' -10' 6 9'-6' 2.098 57.076 2A 15 57.016 P 8 4 34,296 0.846 15%(W 10'-10' 6 10'-6' 1,630 63.084 1,650 63.084 0 0 6 37.120 0.9513 1 172.890 10' -ID' 16 IG'-G' 1.613 63.084 1,833 63.084 H B 8 39.944 1.070 1 9¢718 ILO-ILO' 6 ILO' -6' 1,996 63 -084 2,016 63.064 L B 10 42.768 1.165 238930 10' -10' 6 10'-6' 2.181 63,084 2302 63.064 P 9 4 37.636 0. 990 186271 11'-10' 6 u ' -6- 1.707 69.092 1 -731 69.092 D 9 6 40.460 I. IDS 190592 11' -10' 6 II' -6' 1.889 69.092 1.913 69.092 H 9 8 43.284 1.202 207,534 1P -10' 6 11' -6' 2.075 69.092 2.098 69.092 L 10 46.108 1,312 2M M 11' -10' 6 11' -6' Z.257 69 -092 2281 65.092 P 12 4 32 8.9 I .492 338 -»90 ' -I Il 0 6 I I' -5' 2,442 69.092 2.466 69.092 T 4 40 -976 1.132 222.912 l2' -10' 6 12' 6• 1-780 75-100 I.BOI 75.100 0 6 43.800 1.229 2M 180 12'-10' 6 12• -6' 1.966 T5.100 1.993 75.100 H r�"' B 46.624 1.328 242.383 12' -10' 6 12' -6' 2.151 T5, 100 2.178 75.100 L 10 49.448 1.423 291.088 12' -IO' b 12' -6• 2.337 75.1 DO 2364 75.100 P 12 52.272 1.601 398,0% 12' -10' 6 12' -6' 2 -522 75.100 2.549 75.100 T 6 50.480 LS51 2&1,94 14'-10' 6 14' -6' 2.094 87.116 21211 87.116 H 12 8 53.304 I- 665 364.490 14'-10' 6 14' -6' 2.293 87.116 2.326 87.116 M 12 10 56.128 1.764 313084 14' -ILO- 6 14' -6- 2.478 ST.1 16 2.512 87.116 0 12 12 5&.952 L,991 427,/61 14' -10' 6 14' -6' 2 -663 ST.t Fa 2.697 07.116 U A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION SPECIFICATION SINGLE BOX CULVERTS REFERENCE REFERENCE 10 TO 20 FT. FILLS VIRGINIA DEPARTMENT OF TRANSPORTATION GC -1 9 +50 10 00 Section Lining Channel Channel Left Side Right Side 2 -Yr 10 -Yr Depth Width Slope Slope Velocity Depth STA 13 +50 N EC -3 Matting 2.0' 12' 3:1 3:1 2.95 0.69 STA 13 +50 S EC -3 Matting 2,0' 12' 3:1 3:1 2.79 0.64 a� a 0 T_ MAN Z v 0'1 /L VJ r, N t F MADF a. Z Z � 0 leses U U W J L� r i Z � 0 U � Q W 1J Z Q'1 LL Date 10/30/15 Scale N/A Sheet No. C6 OF 6 File No. 15.050 :271,11 - ,� N N I I IN 9 +50 10 00 2 9 +00 9 +50 10 +00 10 +50 ,CULVERT PROFILE 1 "=40' HORIZ; 1"=10' VERT. 295 290 285 280 275 270 265 260 11 +00 11 +50 12 +00 12+5b'5 10 +5U 11 +UU 1+JU SANITARY PROFILE 1"=40' HORIZ; I"=10' VERT. 290 285 280 275 270 265 260 255 250 12 +00 12 +5045 0 2 0 U I 0 r Z N � N W W Z Z W W IL 0 - I = 0 Z 7 N 0 a) N N W Q D (n W J F- J_ Z W _ W Q 0 W J Q O I N 0 f U' l J IN M. SHIMP U Lic. o. 5183 1 Q ' 1 3 u ! 6. _ ANAL _ ROM AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 1002.10 4 .° dd 2" - SM -9.5A ASPHALT 4 d a 0000000000000000 4" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 - I II I Ilillill I ��IiII IIiI� lI i COMPACTED SUBGRADE 4 TYPICAL TRAIL SECTION Not To Scale Ditch Sections Section Lining Channel Channel Left Side Right Side 2 -Yr 10 -Yr Depth Width Slope Slope Velocity Depth STA 13 +50 N EC -3 Matting 2.0' 12' 3:1 3:1 2.95 0.69 STA 13 +50 S EC -3 Matting 2,0' 12' 3:1 3:1 2.79 0.64 a� a 0 Z v 0'1 /L VJ Z a. Z Z � 0 leses U U W J L� r Z � 0 U � Q W 1J Z Q'1 LL Date 10/30/15 Scale N/A Sheet No. C6 OF 6 File No. 15.050 I IN 2 9 +00 9 +50 10 +00 10 +50 ,CULVERT PROFILE 1 "=40' HORIZ; 1"=10' VERT. 295 290 285 280 275 270 265 260 11 +00 11 +50 12 +00 12+5b'5 10 +5U 11 +UU 1+JU SANITARY PROFILE 1"=40' HORIZ; I"=10' VERT. 290 285 280 275 270 265 260 255 250 12 +00 12 +5045 0 2 0 U I 0 r Z N � N W W Z Z W W IL 0 - I = 0 Z 7 N 0 a) N N W Q D (n W J F- J_ Z W _ W Q 0 W J Q O I N 0 f U' l J IN M. SHIMP U Lic. o. 5183 1 Q ' 1 3 u ! 6. _ ANAL _ ROM AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 07/11 1002.10 4 .° dd 2" - SM -9.5A ASPHALT 4 d a 0000000000000000 4" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 - I II I Ilillill I ��IiII IIiI� lI i COMPACTED SUBGRADE 4 TYPICAL TRAIL SECTION Not To Scale Ditch Sections Section Lining Channel Channel Left Side Right Side 2 -Yr 10 -Yr Depth Width Slope Slope Velocity Depth STA 13 +50 N EC -3 Matting 2.0' 12' 3:1 3:1 2.95 0.69 STA 13 +50 S EC -3 Matting 2,0' 12' 3:1 3:1 2.79 0.64 Width Lining III�III�III _ ' S\ oQ'I ',_I - 111iI1II Depth III I I SNae III III f'- - ��- -_I�l� i ' � • • i 1=11 =1 -III I� I i -11=1 I II =1 TYPICAL DITCH SECTION DETAIL Not To Scale I 50.0' PRIVATE ROW 25.0' 5.0' 5.0' 5.0' 10.0' 10.0' 7.0' TI TRAIL BUFFER LANE LANE SHOULDER 6.37. 21 % 2.1% 8.37. GR -2 GR -2 2.0" SM -9.5A ASPHALT 2.0" SM -9.5A ASPHALT 4.0" VDOT #21A 3.0" Blil ASPHALT 6.0" VDOT #21A NOTES: 1. DECREASE SHOULDER WIDTH BY 3.0' FOR SECTIONS WITHOUT GUARDRAIL. 2. SLOPE TYiNG TO EXISTING GRADE IS 2:1 AT CULVERT CROSSING. CARROLL CREED ROAD SECTION 1 "=10' QC) l- r W U (17 a3 C) a� a 0 Z v 0'1 /L VJ Z a. Z Z � 0 leses U U W J L� r Z � 0 U � Q W 1J Z Q'1 LL Date 10/30/15 Scale N/A Sheet No. C6 OF 6 File No. 15.050