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Home My WebLink AboutSDP201000060 Plan - Approved 2010-10-21I SITE DATA LEGAL REFERENCE TM 79 PARCEL 7 MAGISTERIAL DISTRICT SCOTTSVILLE MAGISTERIAL DISTRICT SOURCE OF TITLE DB 3430 1.136 DB 3154 1.252 OB 3154 p.246 (DEED OF BOUNDARY AGREEMENT) OWNER RIVANNA LLC C/O CHARLES S. LUCK III 127 KENNONDALE LN RICHMOND, VA 23226 DEVELOPER SAME AS OWNER CONTACT PURCHASER SAME AS OWNER PLAN PREPARER ROUDABUSH, GALE AND ASSOC., INC. CONTACT PERSON: MATT WENTLAND, PE ZONING ZONED: RA WAIVERS: NONE OVERLAY: ENTRANCE CORRIDOR NATURAL RESOURCE EXTRACTION BUILDING HEIGHT LESS THAN 35' SETBACKS FRONT 75' REAR 35' SIDE 25' EXTRACTION OR STRUCTURES: 100' FROM R/W OR RESIDENTIAL DISTRICT 200' FROM DWELLINGS OR LOTS LESS THAN ONE ACRE DATUM U.S.G.S. SOURCE OF TOPO AND BOUNDARY SURVEY ROUOABUSH, GALE AND ASSOCIATES, INC. BLUR RIDGE ENGINEERING, INC. SITE BENCHMARK USGS DISK ELEV. 376.41 ON EAST ABUTMENT OF RR BRIDGE OVER RT. 250 Me PROPOSED ENTRANCE &OFFICE BUILDING PROPOSED USE SCHEDULE PHASE II PROPOSED PAVED TRAVELWAYS 10,900sf 0.25 Ac. PHASE III PROPOSED BUILDING 1,570sf 0.04 Ac. PROPOSED PAVED TRAVELWAYS 51,700sf 1.19 Ac. PARKING SCHEDULE - PHASE III PARKING REQUIRED = 1 SPACE /200sf OF NET FLOOR AREA NET FLOOR AREA = BO% OF GROSS FLOOR AREA - 24 X 64 0.8 - 1230sf — 6.1 SPACES PARKING PROVIDED 7 SPACES PROVIDED INCLUDING 1 HANDICAPPED SPACE PROJECT DESCRIPTION PROJECT PHASING LUCK STONE IS PROPOSING A NEW ENTRANCE LOCATED AT THE INTERSECTION OF RT. 250 AND �. RT. 22. ALSO PROPOSED, INTERIOR TO THE SITE, IS AN OFFICE BUILDING /WEIGH STATION WITH PARKING. PLAN SCALE AND DIMENSIONS • DO NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE SITE ENGINEER. • IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. LIGHTING * NO EXTERIOR LIGHTING IS PROPOSED SIGNAGE NO SIGNAGE IS PROPOSED AT THIS TIME. FUTURE SIGNAGE SHALL BE HANDLED THROUGH ARB APPLICATION. UTILITIES * IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. FLOOD ZONES * THIS SITE DOES NOT LIE IN A FLOOD HAZARD AREA WATER RESOURCE AREA * THIS SITE DOES NOT LIE WITHIN A DEVELOPMENT AREA RESERVOIR WATERSHED * THIS SITE DOES NOT LIE WITHIN A RESERVOIR WATERSHED. TRIP GENERATION THE PROPOSED ENTRANCE IS TO REPLACE THE EXISTING ENTRANCE. THERE IS NO PROPOSED CHANGE IN THE EXISTING ADT NUMBERS. wt �. -.... �R t � •ri ! 1 �� t j �• 5A 10 9 ! ^ •s 19 t tl LL � ::::::::::... i 1 7A `P�jes# `Area } �t 0 t �L r VICINITY MAP 111=2000' ADJOINERS TMP 79 -3A VOOT Zoned: RA Use: Office TMP 79 -5, 5A Ray A. Graham III Zoned: RA Use: Farming TMP 79 -7A Thomas Jefferson Memorial Foundation Zoned: RA Use: Farming TMP 79 -9 Lloyd F. Wood Zoned: C1 Use: Convenience Store TMP 79 -10 Albemarle Edgehill Farm LLC Zoned: RA Use: Farming TMP 79 -19 American Legion Post 74 Lodge Inc. Zoned: C1 Use: Office TMP 79 -20, 36D Luck Stone Corporation Zoned: RA Use: Undeveloped '. PHASE II ONLY ALBEMARLE COUNTY, VIRGINIA SLY CONSTRUCTED BUILDINGS OF THE PROJECT AREA. ONSTRUCTION OF THE NEW STONE QUARRY, INVOLVING THE F THE BERM, THE PAVING OF 0 JUST PAST THE HIGH POINT INSTALLATION OF THE IIOFILTER, AND LANDSCAPING CONSTRUCTION OF THE NEW SCALE THE EXISTING ENTRANCE, AND APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT SHEET PLANNER ZONING -- OVERALL PLAN /EX CONDITIONS SHEET 3 - - 0 Al 20 v SHEET ENGINEER -- PROPOSED CONDITIONS /OFFICE > !v - i -zoio INSPECTIONS SHEET �ko ARB U v z� c7 DEPARTMENT -- ENTRANCE PROFILE SHEET 7 - - OF FIRE RESCUE -- DETAILS a ALBEMARLE -- LANDSCAPE PLAN COUNTY SERVICE AUTHORITY n VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH O a DEPARTMENT ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to commencement of any construction within any existing public right —of —way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation ( V.D.O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T. unless otherwise noted. 3. Erasion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximium allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip —rap or, stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. 5. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe — Class III. B. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TABLE OF CONTENTS 4dlkax�rl 4E (- OMAS 04P Lie. No, 1443D SHEET 1 - - -- COVER SHEET SHEET 2 - - -- OVERALL PLAN /EX CONDITIONS SHEET 3 - - -- PROPOSED CONDITIONS /ENTRANCE SHEET 4 - - -- PROPOSED CONDITIONS /OFFICE SHEET 5 - - -- EXISTING ENTRANCE REMOVAL SHEET 6 - - -- STORM DRAIN PROFILES SHEET 6A - - -- ENTRANCE PROFILE SHEET 7 - - -- BIOFILTER DETAILS SHEET 8 - - -- DETAILS SHEET 9 - - -- LANDSCAPE PLAN O: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro I FILE NUMBER 6847 SHEET 1/9 � wa U w z o� Z 0k) Na a_ Qa a CC %( C7 Q cc Ill O Q 00 .I Q. 2 -� z 2 Q o -03O cc 0 UN O� r �uuu >`111 , o 4 U- � w (D O 1�1 J Q V1 LL W c W °�� orZ LU CL LU ,y W O a REVISIONS SEPT. 13, 2010 ALB. COUNTY & VDOT COMMENTS DATE JULY 26, 2010 SCALE CONTOUR INTERVAL 2 FEET Z 0 o�N W Z � Z 0 W( Ir N 0 W () Z VF 0 Z02> LL LL i— ® w NN U a U� J FILE NUMBER 6847 SHEET 1/9 i fr • i i 11 \IN : \ \ \ W i j 380 i 1 r t �::t_ .li ✓ t, i qq Ali t,E :.II[:fi `iii t 9j, F 6 ,•, ._. —' Q:\EdC3\TMPROJ\6847-Luck\Luck Phase 2 6 22 10. pro Uw a 0 C14 co C¢ CL (W U p oc w E C 2 a6 wv_ rn g o, Z L Z �1 rc W J ``4 Q W Q �Qo1 0 2� oCj N 04 . j>o�C W0 pLL W Ijl J cn L z W ~ W rc tt Orn Lu a W 02 0) Q� �W Z O =000 REVISIONS W REVISIONS L LYDATE 26, 2010 __] 1 SCALE CONTOUR INTERVAL 2 FEET Z 0 0 N �' 0 �Zoit o it Z �WN�0 LLI z0zC3 0 it rL Z �N U� (j) J FILE NUMBER 6847 SHEET 2/9 �,o FILE NUMBER 6847 SHEET 3/9 i�o rt w h U Lu u) 2 Z� �j oa NQ O ?o zo Q cD a: O4 cc uI 5u 2 co >o V1 rL 2 z o�w y ZJO 4� > co ow- V co IJ-d W 2 LL Z w o cm orz W aW 20 2 0 W a % REVISIONS SEPT. 13, 2010 VDOT COMMENTS DATE JULY 26, 2010 SCALE 1" =20' CONTOUR INTERVAL 2 FEET Z (� O z z 0 IL It W) a z UW� W D V5 a N 0 Z Z 0 cc U. ® w a. U0 � O 0. FILE NUMBER 6847 SHEET 3/9 i�o rt PHASE III PROJECT AREA = 1.6 Ac. v R =25' �l it f s i i 11 FILE NUMBER 6847 SHEET 4/9 V a w mo h Q r n Lu ^ v) Z cU) Da N a , Qo H, Z Q. O Q rz W % Qou Wo CL J z \I rz Oo � N cc O` Q� 0 WZ o Lo rr LJJ 04 �4 W W °C o aW 2 Mill 2 WP%a 0 REVISIONS DATE JULY 26, 2010 SCALE 1" =20' CONTOUR INTERVAL 2 FEET z O LLJ p z LLL IL o a: If) VIW —NWT z 0 J 0 Li. F- IL CL (/) C6 p a U� a. J FILE NUMBER 6847 SHEET 4/9 ►. ENTRANCE CLOSING DETAIL PHASE III NOTE: EXISTING ENTRANCE TO BE REMOVED BERM WILL BE ADDED, THEN SEEDED MULCHED FOR STABILIZATION AND LANDSCAPED TO MATCH THE EXISTING ORK [:3mlu� V'pLTH OF J. THODfAS GALE Lic.No. 1443E Q: \EDC3 \TMPR0J \6847— Luck \Luck Phase 2 6- 22- 10.pro FILE NUMBER 6847 SHEET 5/9 9 REVISIONS Uz �° � N U DATE JULY 26, 2010 SCALE Z Z c= ON �Q CONTOUR INTERVAL � ?O CL Q Qw ¢U O0 2 0 () aZ jz V1 Q �� J 0 w 2 JZ 00 _ �q'N W 0 2 � U cm cc O �J (00 0 (r0^ w J v! Z J rr/^� ve LL� W O {\ a� ill 2� 2 9Q Z 0 W %a FILE NUMBER 6847 SHEET 5/9 9 REVISIONS DATE JULY 26, 2010 SCALE 1° =20' CONTOUR INTERVAL 2 FEET V Z U) o 0 z W U>w O:N W Z F_ D c0i W H 0 00Q:u Ww U Z J FILE NUMBER 6847 SHEET 5/9 9 i 4`_ 42 4c' 4: 4: 4( 41 3! 3! 3 3 3 3 3 3 ENTRANCE PROFILE 130 425 420 415 410 405 400 395 390 385 380 375 370 365 360 _- - cc•R xx STREET APPROACH SAME A--I SURFACING AS MAINLINE ROADWAY (RADIUS TO BE AS +� Cl C m SHOWN ON PLANS) ";Z LD (RADIUS TO BE AS h :W __________ __ ______ 'IT Do SHOWN ON PLANS) � LD V oLn 1� (D Lo;v Ql co 0);m D7 O) LUN I B— Nm Q -- WCC Q?(�� UN o00 O(5 LDm -- _�__ �:r� CLASS AT .•o:..c... e.. ••e, •, ?••p7 o 4' SIDEWALK Q V .S. E ) Z F-� Z O C1W ', p•. • �, e "iV 6 ¢iln OPTIONAL Olm U)O Oti Oto ED ;m Qo: LC]l0 0.1:m EXPANSION JOINT m co COMMENTS EXPANSION JOINT �m A -J o m RI. m NOTE' WIDTH "B” 2' -0" OR AS 0 "I � m o : rn In : m . (D nT (TTm PLAN VIEW Inm 2 FEET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. (J;m O ACCOMMODATE T E OF ',z !m 0 J m.;. g N U. m m.................... m m EDGE OF SHOULDER OR B X MAR• 0 ........................ INCREASED TO 7 ". ......_.......__...._.......... LOPE CHANGE ® — __ - -__ -- - D Z0 ¢ 0 W WHEN ST'D. CG -1115 USED FOR ENTRANCES BUILT ....................._......._.............;.. ............................... ... IN CONJUNCTION WITH VDOT PROJECTS, PLEASE ...................................................: ......................... .... .m .................... NOTE THE FOLLOWING: 5 .._ MAINLINE PAVEMENT SHALL BE CONSTRUCTED ------ _...... _ _._ „_ „m _.. ,,__.... _ _ ... ..... w,.__ _.,w ..__,. _.,._, ... , ,_._ w _.,_,,. , .,_ ...._,.< .,_------------ ..._,. _._M_. _.._ . _, .._._ __. ..._,.., ..,__ ,._ .. ,_. ............ THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D THE RHW LL NETEXCEPTTNFOTRRUCTED BEYOND GUTTER REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CC -3 OR CG-7,THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE • MAXIMUM STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0'X 3 X SEE STANDARD CG -12 FOR CURB RAMP DESIGN MEDIUM (500 -1500 VPD) 53 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 5DO VPD) 5 6 X e X X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF i I i i ' \ \ i i I i f � \ . 15 J 1 Lp m 1 10 _.................._......... .......................... ................. <............ ......... .. j ............................, ...............................................................,............................................................ ...................... ................ Q.. � N .... e,.� .. ......................................................... m .......................................................................... . .................................. ...................... ........................... .. + m / N II H > > )5 O CL N LD O) V 'IT J LD V LOW B7 (P V V t LET 'V 30 ............................. ............................... o .............._....o . o o ......... ............ ..... ........ .......... <................ ................. .............. . ................ . �� m In u w n- wig w a- w 5•p0 °) v m v cu 4. w (O m r: w J] O w N Co' O J ° m L 00_,..,..J- I[ m ' 35 ... .. . „ .120.. . .. . ti ? w m: n N RT. 250 w = w a 2.00 '�O � > LD m > J I—i W CD LD EL W >; J N m n c ' LsD D.; W O m m L = 50.00 I 30 � ..._ ...... .........__.. .. ,... m ........ ... ...... ......... ..........._ ............ ........... ............................... ..... ................. ............................... ............... ....................- .......... .......... ............................... N. mm O o W + L J O ;+ II W 1 F O > H W 75 ... _. Ln w a W . ..._ . ... . . 70 .............. ............. ...e... ........ ............................... ....j.... .................. ............................... ....i.... w z H J 35 .._. > Z .. .........._ LL w U z O O CD O F I-i ! { 30 .......... ..,.. k-...._.... .. .... ..... .............................................................. ...................... ........ ......... . ............. .......... _ ... ...................... ..................................................... ......................................<.............. . ............................... ............. ............................... 0 L) c1 o JiD + 2 O T I- m D z 4 o En L) ......, n.iGn 4 � nl1 4. Fr) 94-Fn q +nn 3 +FiO 4 +00 ENTRANCE PROFILE 130 425 420 415 410 405 400 395 390 385 380 375 370 365 360 _- - cc•R xx STREET APPROACH SAME A--I SURFACING AS MAINLINE ROADWAY (RADIUS TO BE AS +� Cl C SHOWN ON PLANS) ..W S co (RADIUS TO BE AS D N ui Q __________ __ ______ ____� SHOWN ON PLANS) 2 r„ ST'D CC -12 a` ARPDI COMBINA7 ON CURB AND GUTT ST'D. CG -6) / - I B— V� p 0 v, w Q -- WCC Q?(�� UN O(5 1 -- _�__ �../ rr 0 x 0 0 OJ LL v, Lu CLASS AT .•o:..c... e.. ••e, •, ?••p7 o 4' SIDEWALK ® I x .S. E ) Z F-� Z O C1W ', p•. • �, e —___ —__ 6 G OPTIONAL G 6” - CONCRETE REVISIONS NE SEPT. 2010 EXPANSION JOINT COMMENTS EXPANSION JOINT A -J DATE JULY 26, 2010 NOTE' WIDTH "B” 2' -0" OR AS 0 MAINLINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. 1" = 30' HORZ 1" = 5' VERT PLAN VIEW CONTOUR INTERVAL 2 FEET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® O ACCOMMODATE T E OF 0 J ANTICIPATED HEAVY HE TURNING RQUREM NTS g N U. TRUCK TRAFFIC THE DEPTH FOR SIDEWALK h CURB 10'PARABOLIC CURVE Z 0 o R RAMPS WITHIN fHE LIMITS OF THE RADIISHOULO BE EDGE OF SHOULDER OR B X MAR• D INCREASED TO 7 ". OPTIONAL FLOW LINE LOPE CHANGE ® — __ - -__ -- - D Z0 ¢ 0 W WHEN ST'D. CG -1115 USED FOR ENTRANCES BUILT MAINLINE ROADWAY - - -_ —_ ---- "'------ --- - -- IN CONJUNCTION WITH VDOT PROJECTS, PLEASE X MAX. - - -,- -_ D NOTE THE FOLLOWING: PE CHANGE 4740 --"-- D %K* MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN. MIN.FOR STREET TO THE R/W LINE (EXCEPT ANY SUBGRADE CONNECTION STABILIZATION REQUIRED FOR MAINLINE 'OESIRPBLE FOR COMMERCI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D THE RHW LL NETEXCEPTTNFOTRRUCTED BEYOND GUTTER REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CC -3 OR CG-7,THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE • MAXIMUM STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0'X 3 X SEE STANDARD CG -12 FOR CURB RAMP DESIGN MEDIUM (500 -1500 VPD) 53 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 5DO VPD) 5 6 X e X X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION - METHOD OF TREATMENT- REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 J. THOMAS GALE Lic. No. 1443B Q: \EDC3 \TMPROJ \6847 - Luck \Luck Phase 2 6- 22- 10.prc) FILE NUMBER 6847 SHEET 6A19 l ��<S Uw a ..W S co D N ui Q CL Q n (5 go U o rc w E c Z oo w° v1 4Z �z V� p 0 v, w Q to .JSO WCC Q?(�� UN O(5 co �../ rr 0 x 0 0 OJ LL v, Lu rr�J^^ � Z v1 r�Y LL" W O F. O �Wi ix0C o0, uj ix Lu 20, Q rn W A� Z F-� Z O C1W %a REVISIONS SEPT. 2010 VDOT COMMENTS DATE JULY 26, 2010 SCALE 1" = 30' HORZ 1" = 5' VERT CONTOUR INTERVAL 2 FEET Z W 0 J g N U. z 6 Z 0 o R a: CL IN W U W LW 00 r U U Z Z0 ¢ 0 W N 1 Q v� Z D W J FILE NUMBER 6847 SHEET 6A19 l ��<S /z_� BIOFILTER PLANTING LAYOUT SCALE: 1" = 10' BIOFILTER PLANT LIST Tree Species (1" min. caliper) Quantity Symbol Scientific Name Common Name 2 AR Acer Rubrum Red Maple Shrub Species (3 -4' min. height for planting) V Quantity Symbol Scientific Name Common Name 5 VD Viburnum Dentatum Arrow -Wood BIOFILTER UNDERDRAIN LAYOUT SCALE: 1"= 10' Lic.Nao k4,J AA 0: \EDC3 \TMPR0J \6847- Luck \Luck Phase 2 6- 22- 10.pro B.0' \ U DAM 2 : 1 MAX. TOP DAM 376.00--► oh NQ TOP BIOFIL.TER V TOP DI MIX = 373..50 —� RW CC@ ILL) 374.50 TOP UNDERDP RAIN —► .::,.._.... ::...':;_.i ..........:....a':': C/2 � J Z 0 W 2 : 1 MAX. —3 . 1 MAX. GRAVEL = 3A1.00 a'; 1.5' MIN. BIG ALTER CROSS- SECTION N.T.S. DAM = 376.00 DI = 374.50 WIDTH DAM = 8' FLOOR AREA = 670sf VOLUME = 790cf TOP BIOFILTERI MIX = 373.50 TOP U.D. GRAVEL = 371.00 10 YEAR HIGH WATER IELEV = 374.65 100 YEAR HIGH WATER ELEV = 374.77 Lic.Nao k4,J AA 0: \EDC3 \TMPR0J \6847- Luck \Luck Phase 2 6- 22- 10.pro FILE NUMBER 6847 SHEET' 7/9 l6 u l6 Uw a U Z Z °� oh NQ V r ?O C Q OS RW CC@ ILL) 000 W a2 Vz C/2 � J Z 0 W �C 2 Q UQ ow y � o (q Z N W Q.. _� O Z0 Urn O !�I W Z klu Oi W W WW 2� v w LU (� w BZQ� 0 C) W = a % REVISIONS DATE JULY 26, 2010 SCALE CONTOUR INTERVAL 2 FEET O J � N z I-O EL Q > �N W V!W-N W0 DO Z J d U. LL m NN O 0 m FILE NUMBER 6847 SHEET' 7/9 l6 u l6 I/4 gJAJO.JC pp EXPANSION NEYE0 Tro< T m� h Y fT3F RREi JOM JOT. SAM s 4 fOR SEESTMIARDIC 11 AT F€& m SUBBASE „ e 2, : T HARWA - - CLOTH } MS I WEEP I+OLC. O I WE NOTE e •' •NOTESS� =10 JOINT CRACK e' '- " B" GUITTER FACE OF CUIM-/ CONTROL JOINT- SECTION A -A A- L- VNdABLE • M. 20' KEYED COAST. JOIN Bw r-n, ,0 2..6" �B 8• S._0„ ,, TER - -f1� "A GUTTER r m L _ BASIS a E * -- :. B/TE F BNtS E Ly,6 N +&3° OW/ETm GAME ` : w�Tr HaE FRONT ELEVATION gig F BARS e (GUTTER REMOVED) I I ty { Iu- ski: BNT P ATE SECTION B -B TYPE A NOSE DETA{",sN11L BE USER WITH CG,3 G CC -7 STANDARDS.•• ;.: �4" R :.� •: N 0 / X21 "XI /i" TYPE B NOSE OETIELpMALL BE USED WITH CO-2 STANDARDS. v TYPE A • TYPE B 'Ik` X All STUD THEM CONNECTOR WOLDED CALVAWED PLATE FOR TYPE A TO SE BEM ON AN MME OF So' 30- TO MCLE BON AT 2'C-O CoNNOM RS AFB) IS TO W xYcHowD WITH %2" x 4" STA stave: NOSE DETAILS WDDED TO BEM PLATE AT 2'C -0. PR,PAVEIPAT d3A ^, d -39 L a-3C L WAPo'ED PAVEMENT ZEN I DETAIL WHEN USED FOR USE ON MAWS ADJACENT TO CURB FOR UW N SAES WITHOUT GUTTER 807H EIDES TO BE SYMMETRICAL SHEET TOP 2 STANDARD CURB DROP INLET 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 2JJ 10409 VIRGINIA DEPARTMENT OF TRANSPORTATION �2 TABLE OF QUANTITIES to I. ABA OF REINFORCING STEEL TYPE L Po'DT Cegcale BARS A pMS 6 BARS C RATIO NAME BARS F BARS C WEIGHT F6 So, Ft CH. Yda, No. Lin. FL! No. IN. FIR No. (Jr. FL # No. IJn. R$ W. LLJ.FI No. (Co. R+B No. LN. FLk Iba. q -JA 2'•6" 1.6 2.26 - - - 1 5' 1" 3 3' -2" T.B. 22 .1' 1.83 2.59 5 T -6" 2 6'•7` l0 6' -10' J 5' - 7' 3 1'-2" { 1' -6" 3 1-6" 4 '- '• g 8' ZJS 3.02 5 3'•6" a V-7" W-10' 3 5' - 7• J 3'•2" { 316" 3 1'•6" 4 •• IN B' 3.67 JAG 5 5'•b" 10 V-71 to '- J 5'A" S 312" 4 5' -6" 3 17-6" { 9- " ITS' d -3D W' {. 3. 5 T•b" A 6' -7" l0 6• -10" J 5'-7- S S'-2" { T -6" S T•6• { ..204 1' 540 4.3 5 9' -6" 18 " to ' 3 SST^ S 3' -2" 9' -6" 3 T -G" 4 14' 42 4J8 5 fl• -6• 22 ' -,• •_ • 3 S• ->^ 3 3' -1" 4 iT -6" 1 T -S. t 1 9 ' T.JJ 5.22 5 13' -6' 26 6• -7" a 6' -10` 1 5' -7^ 3 1' -2" 4 1J'- •' 1 T -6" S 345 iB' 8.26 5.66 5 15'-6^ JD (P-7- 010- 3 5' - >' J 3' -2" 4 o--V1 3 T -6• 4 1 20' I" 6.09 S TJ••6" J/ 6'•7- le 6' -10" J 5' -T S J' -Y A 1T 4" J T -6" - 4 6' 2.75 3.01 ID 1' -9` 4 V.I. 10 6•40" 5 5'•7' S 1' -2" B 1' -B" 6 Y•6" 2 11 B' 3.67 3.45 M 2'•9" a 6' - 7" 10 6'•10' S 5'•7' S 31•2` a 2'•9" 6 T•6" 2 441 TO, 4.58 3.89 10 3'•9" fI b'• >" l0 J S -2' B J' -B" 6 T•6• 2 11' 5.50 4,J3 f0 P -9" 16 '• " 6• -10'• S 5' -T 3 J' -2` 0 4••9" 6 1 , nrrrwwrrvurourwrruurrrrrl �• -•�.� uuuwrwrrrwrurrwwrwwrrrwwrrrrrrr, r - -I�� " , AA: TABLE OF QUANTITIES to I. ABA OF REINFORCING STEEL TYPE L Po'DT Cegcale BARS A pMS 6 BARS C RATIO NAME BARS F BARS C WEIGHT F6 So, Ft CH. Yda, No. Lin. FL! No. IN. FIR No. (Jr. FL # No. IJn. R$ W. LLJ.FI No. (Co. R+B No. LN. FLk Iba. q -JA 2'•6" 1.6 2.26 - - - 1 5' 1" 3 3' -2" T.B. 22 .1' 1.83 2.59 5 T -6" 2 6'•7` l0 6' -10' J 5' - 7' 3 1'-2" { 1' -6" 3 1-6" 4 '- '• g 8' ZJS 3.02 5 3'•6" a V-7" W-10' 3 5' - 7• J 3'•2" { 316" 3 1'•6" 4 •• IN B' 3.67 JAG 5 5'•b" 10 V-71 to '- J 5'A" S 312" 4 5' -6" 3 17-6" { 9- " ITS' d -3D W' {. 3. 5 T•b" A 6' -7" l0 6• -10" J 5'-7- S S'-2" { T -6" S T•6• { ..204 1' 540 4.3 5 9' -6" 18 " to ' 3 SST^ S 3' -2" 9' -6" 3 T -G" 4 14' 42 4J8 5 fl• -6• 22 ' -,• •_ • 3 S• ->^ 3 3' -1" 4 iT -6" 1 T -S. t 1 9 ' T.JJ 5.22 5 13' -6' 26 6• -7" a 6' -10` 1 5' -7^ 3 1' -2" 4 1J'- •' 1 T -6" S 345 iB' 8.26 5.66 5 15'-6^ JD (P-7- 010- 3 5' - >' J 3' -2" 4 o--V1 3 T -6• 4 1 20' I" 6.09 S TJ••6" J/ 6'•7- le 6' -10" J 5' -T S J' -Y A 1T 4" J T -6" - 4 6' 2.75 3.01 ID 1' -9` 4 V.I. 10 6•40" 5 5'•7' S 1' -2" B 1' -B" 6 Y•6" 2 11 B' 3.67 3.45 M 2'•9" a 6' - 7" 10 6'•10' S 5'•7' S 31•2` a 2'•9" 6 T•6" 2 441 TO, 4.58 3.89 10 3'•9" fI b'• >" l0 J S -2' B J' -B" 6 T•6• 2 11' 5.50 4,J3 f0 P -9" 16 '• " 6• -10'• S 5' -T 3 J' -2` 0 4••9" 6 1 NOTES f. Omni OF RII.ET fH) TO [E SHOWN W PLANS. ]. a 4 % 8• SMOOTH DOWELS AT MPROXDUTElY 16. THIS AREA MAY W EARTHEN, W WI4CH CASE 12" C -C TO BE PLACED W ALL AREAS ADJACENT THE IXPA4510N JONTS WILL MPLY OM.Y TO 2. THE ",,, OMD1610N SHOWN ON THE STANDARDS .TO PBIITTMC CONCRETE TO PREVENT CURB AND CU(iDL AND SPECIFIED ON THE PUNS WLL 13E SETTFMEM. MEASURES iROH THE INVERT M THE OViFN.L 16. CONCRETE WANII,IES SHOWN ARE FOR DFPIH PPE TO THE TOP aF THE SIRIICNflE. B. J" DIMETm WEEP HOLE TO BE LOCATED TO INI OF 512• WITHOUT PIPES. 11E ANWIfT FLAN 'H^ O91FNSgNS ARE A ^PiroA1WTE ONLY DRNi SLBBASE NATERVL. HEED HOLE WIN DISPLACED BY PIPE9 MUST BE pEg1CTED TO FOR ESTMATING PUPOSES MID THE /• CNN - 12 " %12" PLASTIC HARDWARE CLOTH A. ME9H BRITAIN TREE WAViRES. FOR PLETS OF DB.ENSIOHS S1ULL gE DElERM1ED BY THE OR CKVANNfD 5113.1. WE MRPM101 WIRE gF:E1LFTTi DEPTHS ADD OR 91B1NACi OJ2 CONTRACTOR FROM FkID COIIDITIDNS. YARD 810 DIAMETER DIAMETER Mail, HUMBER 4 I.E SH HARDWARE a1 5 OF CWCREIE FOR EACH FOOT 0.01H ANCHORED FIRMLY` TO THE OUTSIDE Of DEPTH. 3. WHm SPECIFIED W THE PENS THE INVERT 5 OF THE STRUCTURE. TO BE SNARED W ACCORDNiCE WTTH STANDARD A. ,EHCTN OF ARGUE BON AS SHOWN ON vita 6 -1. THE COST OF FURNISHING ILA PLALOM ALL 9. KL REPD'ORCNC STEEL SHKL HAVE A WN. OF 2 6 TO BE L +I6" AT 4.10 WSJ".. MAItlBF15 NCDaRK TO THE 91APNC 6 TO BE COVER OF 2 ". NCLVDED N THE DD PPoCf FOR THE STRUCTURE. I8. • Dm0Ti5 LENGTH or OIE to BM. 10. ALL RENfORCNG STEEL. TO SE CUT LTFJ.R OF IN TFE EVER" THE DTVERT Cf THE OViFKL 4. ALL q'EIN1C5 BY 2". IBA ALL REINFORCING BARB TO BEaS. ingn t THN! TIE B01 -IOx OF THE E NVmT 6 TIESTRUCTURE IL CAST-N PLPLE CONCRETE 5 TO 8E Gl1SS N 20. WNFI BdET 6 lREO IN 4' -0" MEdN1.0AGt OF ED WITH CENFNT Mgi1AR TO (3000 P91. PRECAST CONCRETE 6 TO BE ALEI 5 TO BE 91pPED TO C01F0101 TO 19Ki OR 1'OtOUM. OF WATER 4000 P9. PROPOSED LTRiB. TURE', 1HE COST OF FIBtmY91M. L. IJATmWS NCDEMAL TO 12 LENGTH OF SLOT LU WILL, M EVERY CASE. BE THE SWPNC 6 TO BE NCllgEO N THE BD SHOWN OR PLANS. PRICE FOR THE STRUCTURE 13. F BLEf 6 CONSTRUCTED N I.EVV41 CURB OR 6. STEPS ARE TO GE PROVIDED WHEN N 6 4' -0• WITH INTEGRAL. CIB)B, WTIER N TO BE OR GREATER. FOR DETAILS SEE STANDARD Si•L OAOTTFD (SEE DETAIL.). G. THIS REM MAY BE PRECAST OR CAST•N -PLACE U. STANDARD BLETS MAY BE CONSTRUCTED WITH CWCRETf BLOCKS N ACCORDANCE W11H THE DETAILS SHOWN ON STNNDA'O/ DRAWING u/q. ® _ p SLOPE CHANGE 5'WN.� COMMERCIAL ENTRANCE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC WAVE. SECTION A - A Leg ^B CONCRETE ` 'V• 'A' SECTION C -C GENERAL NOTES 1. WHEN CC -1115 USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED N ACCORDANCE WRIT 0)�E WOT ROAA''OD DESIGN MMUALENCLUDIU N6M9GS ifi DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RPDR CANNOT ACCOMMODATE THE TURNING REOUREAIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC y �THE DEPTH FOR SDEWALIC B WPB RAMPS WITHW 1IIE LIMITS OF THE RADI SHOLRD BE INCREASED TO 7 ". 3, WHEN USED N CONJUNCTION WITH STANDARD CG -J OR CC -7, THE WPB FILE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFlGURATION. 4. SEE STNAAAD CC -12 FOR CURB RAMP DESIGN TO DE USED WITH THIS STANDARD. 5, PNON O CU�TO PRECLUDE ODC AOnF TTER PNPOFWATER. ENTRANCE NOTES 0. PUNS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LIKE 6 REOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. NAWL2LE PAVEMENT SMALL BE CONSTRUCTED TO THE RIB CB�PERNT STABILIZATION EUWEFORMPRNE AVEWWa OMITTED N THE ENTRANCE.) B SHKIAL ,JLDT BOR ONE COMBINATION BEYOND 'DREOU�W LINE EXCEPT FOR REPLACEMENT PURPOSES. e. THE DESIRABLE AND AIA%IMUM ENTRANCE GRADE CHANGES TABIEETHESE VN.UESE.ALLOWABLE PLIC BIµ.EW70 STREET DHMB SMel2 0l2 nw!�_ STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' vRCPBA DEPARTMENT of TRwsraTTnnal 1w,10 I I I � I A"I sx STREET APPROACH SANE SIRUFAgNG (RADIUS TO BEAR AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLANS) I FAG C 1 I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CC-G� fSEF, NOTE A /ifll (SEE NOTE el OPTIONAL 6" Fl-OW LINE. EXPANSION I W •E) JdM 40 •% NOTE: WIDTH "B" 2' -0" OR AS A� � MNNLBlE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE TO- PARABOLIC CURVE EDGE OF SHOULDER OR 8 MAX. D OPTIONAL ROW LINE SLOPE CHANGE D NA'hLWE ROADWAY I --- --- - --___ SIX CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXB,IUM fOGH MORE 11UW 1500 VPD 0 % J X NEONM 500 -iSDD VPD 53 X 6 X Low Less THAN Soo vPD 46% B x PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J -6• 2 2 a•JC 1 1 {' 6 6.42 4 4J1 I ID 5 5'•8• 2 20 6 6' -T le 6' -q• 5 5' - >" S S J J' -2" B B 5 5'-e" 6 6 F F6" 2 2 ' ' > >.SJ f f0 6 6'•9" 2 2{ " " 6 6 ' '• • p p' . .25 9 985 1 10 ] ]• -9^ 1 19 0 0' -)^ le 6' 10• S S' -J' J J J J'-2" B B • •- ^ 6 6 F F6° 2 2 , ,+ • 2 20' 9 9.P 6 6.09 1 10 8 8' -9" 3 32 6 6' ->" 1e 6'•12 T T_0 ^__ BE CONSTRUCTED WITH CWCRETf BLOCKS N ACCORDANCE W11H THE DETAILS SHOWN ON STNNDA'O/ DRAWING u/q. ® _ p SLOPE CHANGE 5'WN.� COMMERCIAL ENTRANCE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC WAVE. SECTION A - A Leg ^B CONCRETE ` 'V• 'A' SECTION C -C GENERAL NOTES 1. WHEN CC -1115 USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED N ACCORDANCE WRIT 0)�E WOT ROAA''OD DESIGN MMUALENCLUDIU N6M9GS ifi DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RPDR CANNOT ACCOMMODATE THE TURNING REOUREAIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC y �THE DEPTH FOR SDEWALIC B WPB RAMPS WITHW 1IIE LIMITS OF THE RADI SHOLRD BE INCREASED TO 7 ". 3, WHEN USED N CONJUNCTION WITH STANDARD CG -J OR CC -7, THE WPB FILE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFlGURATION. 4. SEE STNAAAD CC -12 FOR CURB RAMP DESIGN TO DE USED WITH THIS STANDARD. 5, PNON O CU�TO PRECLUDE ODC AOnF TTER PNPOFWATER. ENTRANCE NOTES 0. PUNS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LIKE 6 REOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. NAWL2LE PAVEMENT SMALL BE CONSTRUCTED TO THE RIB CB�PERNT STABILIZATION EUWEFORMPRNE AVEWWa OMITTED N THE ENTRANCE.) B SHKIAL ,JLDT BOR ONE COMBINATION BEYOND 'DREOU�W LINE EXCEPT FOR REPLACEMENT PURPOSES. e. THE DESIRABLE AND AIA%IMUM ENTRANCE GRADE CHANGES TABIEETHESE VN.UESE.ALLOWABLE PLIC BIµ.EW70 STREET DHMB SMel2 0l2 nw!�_ STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' vRCPBA DEPARTMENT of TRwsraTTnnal 1w,10 I I I � I A"I sx STREET APPROACH SANE SIRUFAgNG (RADIUS TO BEAR AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLANS) I FAG C 1 I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CC-G� fSEF, NOTE A /ifll (SEE NOTE el OPTIONAL 6" Fl-OW LINE. EXPANSION I W •E) JdM 40 •% NOTE: WIDTH "B" 2' -0" OR AS A� � MNNLBlE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE TO- PARABOLIC CURVE EDGE OF SHOULDER OR 8 MAX. D OPTIONAL ROW LINE SLOPE CHANGE D NA'hLWE ROADWAY I --- --- - --___ SIX CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXB,IUM fOGH MORE 11UW 1500 VPD 0 % J X NEONM 500 -iSDD VPD 53 X 6 X Low Less THAN Soo vPD 46% B x PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J u/q. ® _ p SLOPE CHANGE 5'WN.� COMMERCIAL ENTRANCE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC WAVE. SECTION A - A Leg ^B CONCRETE ` 'V• 'A' SECTION C -C GENERAL NOTES 1. WHEN CC -1115 USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED N ACCORDANCE WRIT 0)�E WOT ROAA''OD DESIGN MMUALENCLUDIU N6M9GS ifi DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RPDR CANNOT ACCOMMODATE THE TURNING REOUREAIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC y �THE DEPTH FOR SDEWALIC B WPB RAMPS WITHW 1IIE LIMITS OF THE RADI SHOLRD BE INCREASED TO 7 ". 3, WHEN USED N CONJUNCTION WITH STANDARD CG -J OR CC -7, THE WPB FILE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFlGURATION. 4. SEE STNAAAD CC -12 FOR CURB RAMP DESIGN TO DE USED WITH THIS STANDARD. 5, PNON O CU�TO PRECLUDE ODC AOnF TTER PNPOFWATER. ENTRANCE NOTES 0. PUNS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LIKE 6 REOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. NAWL2LE PAVEMENT SMALL BE CONSTRUCTED TO THE RIB CB�PERNT STABILIZATION EUWEFORMPRNE AVEWWa OMITTED N THE ENTRANCE.) B SHKIAL ,JLDT BOR ONE COMBINATION BEYOND 'DREOU�W LINE EXCEPT FOR REPLACEMENT PURPOSES. e. THE DESIRABLE AND AIA%IMUM ENTRANCE GRADE CHANGES TABIEETHESE VN.UESE.ALLOWABLE PLIC BIµ.EW70 STREET DHMB SMel2 0l2 nw!�_ STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' vRCPBA DEPARTMENT of TRwsraTTnnal 1w,10 I I I � I A"I sx STREET APPROACH SANE SIRUFAgNG (RADIUS TO BEAR AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLANS) I FAG C 1 I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CC-G� fSEF, NOTE A /ifll (SEE NOTE el OPTIONAL 6" Fl-OW LINE. EXPANSION I W •E) JdM 40 •% NOTE: WIDTH "B" 2' -0" OR AS A� � MNNLBlE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE TO- PARABOLIC CURVE EDGE OF SHOULDER OR 8 MAX. D OPTIONAL ROW LINE SLOPE CHANGE D NA'hLWE ROADWAY I --- --- - --___ SIX CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXB,IUM fOGH MORE 11UW 1500 VPD 0 % J X NEONM 500 -iSDD VPD 53 X 6 X Low Less THAN Soo vPD 46% B x PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J 5'WN.� COMMERCIAL ENTRANCE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC WAVE. SECTION A - A Leg ^B CONCRETE ` 'V• 'A' SECTION C -C GENERAL NOTES 1. WHEN CC -1115 USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED N ACCORDANCE WRIT 0)�E WOT ROAA''OD DESIGN MMUALENCLUDIU N6M9GS ifi DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RPDR CANNOT ACCOMMODATE THE TURNING REOUREAIENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC y �THE DEPTH FOR SDEWALIC B WPB RAMPS WITHW 1IIE LIMITS OF THE RADI SHOLRD BE INCREASED TO 7 ". 3, WHEN USED N CONJUNCTION WITH STANDARD CG -J OR CC -7, THE WPB FILE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFlGURATION. 4. SEE STNAAAD CC -12 FOR CURB RAMP DESIGN TO DE USED WITH THIS STANDARD. 5, PNON O CU�TO PRECLUDE ODC AOnF TTER PNPOFWATER. ENTRANCE NOTES 0. PUNS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW LIKE 6 REOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. NAWL2LE PAVEMENT SMALL BE CONSTRUCTED TO THE RIB CB�PERNT STABILIZATION EUWEFORMPRNE AVEWWa OMITTED N THE ENTRANCE.) B SHKIAL ,JLDT BOR ONE COMBINATION BEYOND 'DREOU�W LINE EXCEPT FOR REPLACEMENT PURPOSES. e. THE DESIRABLE AND AIA%IMUM ENTRANCE GRADE CHANGES TABIEETHESE VN.UESE.ALLOWABLE PLIC BIµ.EW70 STREET DHMB SMel2 0l2 nw!�_ STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' vRCPBA DEPARTMENT of TRwsraTTnnal 1w,10 I I I � I A"I sx STREET APPROACH SANE SIRUFAgNG (RADIUS TO BEAR AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLANS) I FAG C 1 I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CC-G� fSEF, NOTE A /ifll (SEE NOTE el OPTIONAL 6" Fl-OW LINE. EXPANSION I W •E) JdM 40 •% NOTE: WIDTH "B" 2' -0" OR AS A� � MNNLBlE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE TO- PARABOLIC CURVE EDGE OF SHOULDER OR 8 MAX. D OPTIONAL ROW LINE SLOPE CHANGE D NA'hLWE ROADWAY I --- --- - --___ SIX CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXB,IUM fOGH MORE 11UW 1500 VPD 0 % J X NEONM 500 -iSDD VPD 53 X 6 X Low Less THAN Soo vPD 46% B x PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J DHMB SMel2 0l2 nw!�_ STANDARD CURB DROP INLET 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' vRCPBA DEPARTMENT of TRwsraTTnnal 1w,10 I I I � I A"I sx STREET APPROACH SANE SIRUFAgNG (RADIUS TO BEAR AS MAINLINE ROADWAY (SEE NOTE 61 SHOWN ON PLANS) I FAG C 1 I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CC-G� fSEF, NOTE A /ifll (SEE NOTE el OPTIONAL 6" Fl-OW LINE. EXPANSION I W •E) JdM 40 •% NOTE: WIDTH "B" 2' -0" OR AS A� � MNNLBlE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE TO- PARABOLIC CURVE EDGE OF SHOULDER OR 8 MAX. D OPTIONAL ROW LINE SLOPE CHANGE D NA'hLWE ROADWAY I --- --- - --___ SIX CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES GRADE CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXB,IUM fOGH MORE 11UW 1500 VPD 0 % J X NEONM 500 -iSDD VPD 53 X 6 X Low Less THAN Soo vPD 46% B x PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J PnLt [ryllNrvti YI(/WL IpL&L .1 ND+ MPLICPOLE TO STREET CONNECTIONS METHOD OF eY[W IGpI1UN REFERENCE TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV I eAO7 0 3,VRGWA DEPARTMENT ENT OF TRANSPORTATION 2 NOTES g4•zAro 1. aPTH of BAET flD rD eE sxowx off PLANS. Q - - _ - e 2 T,E •Tr DNE)TS1W sxowx ox rllE srNIOASOs /t- � uo sPEdxEO W nE PEAVS waL DE LFvLR%ED MOM THE NVERT OF TIE OVTFKL _ - PPE TO THE TOP OF THE STRUCIatE i PLAN RM diEX19DN9 ARE- MPROXWATE ONLY FOR ESIWINC PURPOSES AED TFE ACNK - -- -- gVEN51p5 SNKI: BE DEIEILMNEO BY THE CONTRCTOR FRDM.fEID W14XigNS NAYOIW DEPTH OU 10 BE 1218. � PLAN J. 1PikT1 SPECFED ON THE PLN6 THE AIVDTT LS to BE 91APm N ILCOROABlCE wnx sTALaARo PE) <WVm RFNOVEDI W-T. THE COST OF fU0B9RIC AYD PI.ALDIG ALL PEI CROUP MATERIALS tI � �K TPA FOR TINE STRUCTURE C011aEIE COVERT COCCRETE COVER 9�DETAILS ss1 EE 4. N THE EVENT TITE lxvmr OF THE ouiriu PPE S HIGHER i]LVl THE BonoN of THE ~LFOR DETAILS SEE n N',CPECATE. STRUCTURE. THE NVERT Of THE STRUCTURE SHEET 20.'" 3) SEE f10TE7. SHKL BE sILLL'ED WIM CEMENT MORTAR TO ^- AGGREGATE. SEE NOIEI PPEI'a1T STNBg1C OR PONDBIO OF WATER ,4 A THE STRUCTURE. THE COST OF NT& TO e� 1TF2Y EIa.E yy WEEP LADLE. AND PLIL4iC ALL MATERIALS NCABVTK TO SEE NOTE e. � I 'SEE NOTE D. PRICE � FOR OltlE SiORUCD TIm�E•�ED N THE BID 5 LIFT HOLES i 3. STEPS ARE TO BE PROVIDED WN ED FN H IS 4'-0" �.. STEPS. SEE NOTE 5. > OR mFAim. FOR DETAILS SEE ST•WOlAD 97.1. x ' B. RfIFORCEO CONCRETE FOOTING WY BE d PRECAST OR CAST•N -PULE. TWO LGTYIC HOOKS OF FABRICATORS ULRai. TO BE I d I I PROVIDED N PRECAST i00nN0 - >. 4" DEPTH AGGREGATE ABB,gB, CN M8 % 8• W1DT1.' ...:.: :.: :. .... 0. 3•DLWETER WLT.P 12"x12 "PfAS11C - SEE NOTE a. .•. .•. ••.•. NNrow,wE a.Onl MESTI WIRI if ^ OR CKVA42W SECTION A -A s7EEi W'pE, WIRE DIAMETER o.oJ" SECTION B`B Npmm 1 41E9x INRDwnvE ao7N JJxagkEg CAST IN PLACE FIRMLY TO THE OUTSIDE OF THIS 9TRUCTURE. FOR USE wI1N u" ro 42- PIPES PES PRECAST ME TYPE OF INLET (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J (PRECAST OR GATT R NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J NOTES (CONT.) B' 11ETALED 11]EW.TO BE wLSTauDTEO,wuLP eU'EE °' AT THE OPTION OF 111E CONTRACTOR. 15, OFT••-- • -••ART lxrttm RI. FOR DETAILS OF CONCRETE: WYER,COLLNI NA q-7A ------- 9NpE CUTTER WHEN DROP BLEi CRAZE AND THE METHOD OF PIAP]1C APPROACH 6. ON A CRAZE GUTTETt SEE SHEET 2 OF S. DJ-78 ------ DOUBLE GllTfll WHEN DROP BEET H. CAST-114 PULE CONCRETE IS TO BE CLASS A3 6 N A SAC DETYEEIf TWO GRADES. ISDpO PSD. PRECAST CONCRETE 6 TO BE 4000 i'SL M. FOR DETAILS OF PISGAii p -7 NOT SHOWN HEREON 12 COIMAETE OUNTiifES 910wN NLE FOR AC/CAtEp SEE PRECAST LY4i ASSEMBLY pA6YLAL PACE 103.04 DEPTH MI WITHOUT FIRES. THE AMaRn FOR PRECAST CQEIlK ND7ES PACE 103.02 AND FOR DISPLACED BY PINES AA6T BE Dmtg1EP TO APPLICABLE gECAST BAR'. PLEA AND TOP DETAILS. OBTABI TRUE OVANTITPS, FOR NE75 OF PACES iD },0] THN 03.1E DFfERmT DEPTHS ADD OR SUBTRACT THE T7. ORATE BARS TO BE PARALLEL TO aTCN FLOW. W O Pq YARDS OF C01aitTE FOR EACH 13 PAVED DITCHES ARE TO BE TRNtAigNED 70 MELT 114ET BUFFER AS SHOWN N STANDARD PC2A u. PROVIDE TY SLABS WHO sPECFmp W 9xftEA9Tf Pm FORT OF AOg11DNK DEPTH (IU I �O.Ig2 W'YroDS. (42` PPJ£) '�) SHEET 1 OF S STANDARD MEDIAN DROP INLET 12^ To a211 PIPE VEICBdA DEPARTMENT OF TRANSPORTATION TD {.22 DETAILS OF QONCRETE40OVER AND GRATE PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J PPE 12` 13' iB• 2/" JO• J6" 42^ MNMIM DEPTH 2'-0" -3 /�" 2 -6 %i' 3'-1 ]' -0If Y•2" 4'-9%i LONpETE .9N L045 tl4J t139 LS]9 V31 1.927 a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J a•7,7A,7B 5'•s• 2" gMn:Tm BAR o 10.60 LBS./FT. D TF A!IS OF GUTTER AND OR NO. 14 811EI STEEL BAR • 7,65 'NOTE5 METHOD OF PLACEMENT - - LB$. /FT., <ISIM A615. CAABE 60. f, MATE A 6 TO BE VlLtilO N TEA LOCATIONS NOT NORMALLY NOTES SUBJECT TO TRAFFIC., D T. GRATE 0 6 TO BE VTAJ2E0 N t q 7A NO WTTERM OK DIRE - LOCATIONS NONAILLY q -]B GVTiER N BOTH ORECTAgIS. ' L SVBJECT 70 TRAFFIC• y A 2. JOHNS BETWEEN CORERS AND CONCRETE COVER 1 3. FOR DETAILS OF LOAD CARRYING ME TO BE DOWELED WITH 44 % 0" SMOOTH Via„ x 4, L2 ^X2" CRATE (GRACE, BI. SEE T -d -7. RODS 0 FA�ppl"ppgqOx. f2 C -C TO pOEymT SETTLE- SSTTLpq g9FEAR L21/i X2 %i'k/i MEET 103.00. Zr. OVIOED OF DOWEIS A 2" % WHO ALLY • COIOTECTOR DETAIL A 4. CONCRETE COVER AND CMIE SEE STANDARD T -q -3.4 KTERNATE DESIGN, ARE TO BE FIWASNm AS A GRATE TYPE SNGLE 1)IAi, aR5l0E 3. YNU/8lE 24 OR MTTER �-8 TOR BI 15 %5�0" B)AS 00.ENSgNS OF ��R'A^IE TO PLAN VIEW Lrnou PLUS) D: IEDna I , BE V-4- • z i�i7lE' ice�� w- 4. pT(N aiADE IAUST BE ADJUSTED TO WEST 2 DIFFERENCE M ELEVATION. SEE LONp1U0RW. SEE.OETAL a S. ALTERNATE AEni005 OF SECTION. 1} McIWRNG IJ!(AE IRON WILL BE B. F DEPTH f0f BEWAPS LESS TIE]! f`. LENGTH ACCEPTABLE F APPROVED 0Y THE OF y�yk•S wtE TO BE E%TENDEO AS DIRECTED }} 34` ENGWEER BY THE FNCTN_ER, SECTION A-A SECTION B -6 G. CRAZE AND COLLAR ARE TO BE G. CAPTAIN WI11 TO BE LOCATED AT THE ETA OF MATE N GALVANIZED. TIE PAVED DTTW SECTIONS W THE D4-7A 4 BM SPACING CHART >- ColkRETE COVER MAY BE Oafl�� T ARE NOT ABVTIFD BY OIHFR APPROXIMATE 0 UANI11E5 py[E ONENSIOH PRECAST Oft CAST W PLACE. CgFafETE af]iF TYPE A 0 0, CONCRETE TOM CVSS AI B CASs 7• F NDRIIN. DITW GRADE 6 T00 Mi i0 ALLOW a.LSS N STEEL N PLATE. 4000 P9 F PRECAST. FOR ADJUSTED GRADE TO MET A SPECIAL 0.42J C. Y. 63 LBS. I P 3" w CV1TFf+ DETAIL WILL BE PEWRiD W PLANS. Y, T, 9. GRATE BASS B5 TO BE PARALLEL TO Ortal FLOW. PA"0 514" ^' 2"p, � Y SECTION A -A SEE NOTE 'SEE Not E 9E HoTE s `�� SEE NJTE TE� 4v S Y BO1N SLOPES MT py NIFIiLEMTE'P9E.aE �A �a�ara+ � BACK wBFia, [�'-1 � , gRTm GRADE TO BE PROYDED ' p T, D MJlIS1FD TO MEET a WECTEU DY T{E 1 G� ILET ELEVATION ELILTEER ml -7A OILY). TYPICAL ELEVATION SR NOTE 3 � kDTE p,RmADE SEE Ktl7E I SEE NOTE 3 HOR ARTIER ONE 5fE8' SLOPE•aE MT SLOPE BOTH SLOPES STEEP AoPR01fNATE WAMRY Fat OE CLRTAN WALL, LONai110NAL SECTION MEASUOD FiilN.l BOTTOM Of CUIIFIt (W1EA INLET 6 LOCATED ABOVE NORW1 DITCH GRFDEI coHmErs Loss AS 024, W. ros. sLE NDIE o. SLEET z OF 3 STANDARD MEDIAN DROP INLET ART REV. 7A03 12" TO 42" PIPE 241 104.23 V9LGMA DEPARTMENT OF TRANSPORTATION 503 NOTES III MPROxW,IE WA`lifTES 0.W CONCRETE pF> p -7A DFTB <W. YDS.) NONE 1.20 2.118 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J 1 ,�, I6T .12:12': ,6•i 1 AI 1. APR 6 To BE STRi1CTEU TO A OmfN pF P•0" OFI B1L!( SLOPE WE OF NLET Lq-71. OH RO.tDppAY SAE. THE DEPTHIS� TD BE T -0. OR TO THE 9g40m ELEVATION, FM To IS LESSER. 2. KImNATE IATIgDS OF A4CIIOROIC /BLCIE RW WRL BE AA/NNLppCEPTABIE F PROVED BY THE WCBEER 3- CC�ANCE WRH THEE SPECB�TCATaNSAMIEO M 4. OUISA)E OWFSl90N5 OF CRATE ARE TO OE 2'-11 I• 5. ��N1qpL��C011aiLTE IS i0 BE CLASSTLAp3�p B. sM00MY�M0 TO BE dlq�1� Gltbf 6 70 BE QEAVT9A�HA5 NECESSARY TO MEET CMDE ]. �O}V1QN1iRE5 SNO" GLASS M CORMCRE ARE BASED ONry DEPTH AyHjm5�'S -,D ". 8. NUST�d T� To �Tt� T9l�if OUY H FOR EACH FOOT OFFER DEPTH AW OR SUBTIIACT T AS SAO H 9,5� STANDARD q-7.DI TA AW d -70 FOR OETALS NO DOAENSgNS IqT SHOWM FEREON. 1D Am1gN'EEDBP'�/JIK�LD.TTOBTtE DITCH FtOW TIIL�• WILL BE APPROXIMATE QUANTITIES RE9F� C W. YOS M. 4.091 db INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J INCRF.MprT PER FOOT OF DEPTH 014-0.362 W. ro5. 4' 4" CONCRETE TO BE AWED MIEN DOUBLE GiiRF.a 5 REtlD.el.ip W. YDS SECTION A -A DttTI AREAS AT 1I��qµE Alzs -6" BARS c ,oW[sro �ED DWaE -EY�1 TRA srRa1G z` aAMETEa soup STEEL 0 8" C-C.8 MOD. BY WELDglC. STEEL POE 06.41 LBS.IFT. BM 0 10.88 LBS./F7. caurlrrcnoH WELD ET:1JOM L 2"1t2'X%" BAR B %a` % 1" L 2"1(2'XX' 4" CDPIECTOR gra^ BE g9LLE0 L 2I /i X2Xi'k /i L N Lim, 9L ° AT EACH END OF PPE. SECTION 8 -B SECTION C -C DETAIL A ALTERNATE DETAIL A SLEET 3 OF 3 STANDARD DI -7, 7A OR 7B WITH, FLUME CONNECTION 902 12" TO 36" PIPE VROMA OEPARILEIR OF TRANSPORTATION 1J /.24 f,.T6 I 1 I 1 I I I I 4 -L 1 1 PLAN CONCRETE GUTTER TO RE USED WITH q -120 ONLY CUTTER GRADE ADJUSTED TO MEET INLET ELtYATgN BACI( -W BERM TO BE -!i \ PflOt0E0 AS DNECTEO NORMAL NFD IN _. DITCH CRNE ,q 101 MA%9fUM DESIRABLE SLOPE SEE NOTE 201 LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) BEE NOTE 16. JIG IIVN A-A SECTION B -6 MULTIGRATE DROP INLET REY 8167 FOR PIPE SIZES 12" TO 36" 2 41 104.}3 VIRGINIA DEPARTMENT OF TRANSPORTATION SOJ 4'•0" DDL18lE CRATE FRAME 2'-0' 9NClE CRATE FRAME 0� �u �0 NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J NOTES m•1z9a2c i. DEPTH EPRI4CPEAifR TO DE MOM NS1L�'iS. U. SHOWN 0)1 ft". &L WALL W EVERY CASE. BE FRAME DI-11. q•12A lS. KL RE4IFORCPK BARS TO DE a4 2. TIME 'H" DMEN9W SHOWN ON TIE STANDARDS ],' AND bPECU]ED W DIE PUNS WRL OE 14. q -12C CONCRETE CUrtER NCRpIDT' J11' MEASURED FROM THE INVERT OF THE OUiFKL AID 0.07 W. YOS CLASS A3 CONatEtE FOR EACH PIPE TO THE TOP OF THE STRUCTURE. /OOIt10NK FOOT OF SLOT LENGTH aEnTm �• ' PLAN "H' DIMENSIONS ARE Mm0%9MtE ONLY THAN IlP,I4M1BL FOR E9TWATIW PURPOSES AND THE AC1U4 0MET5gN$ SNKI [E OETERiWED BT THE 15. CRATE BAP$ TO BE INSTALLED SO THEY WILL BE ORATE 2 COMRACiOR FROM FElO GO MIT gN6. ALIGNED PARKLEL TO THE gTCH ROW. J. WHEN SPECIFIED ON THE PLANS THE INVERT IS 16. F HORVK DITCH GRADE t6 T00 FLAT TO ALLOW TO BE SNIFFY W ACCORDANCE WITH STANDARD FOR M.IUSlEO CgAbE 10 MET A SPEaK OVITEft - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J - ,•IF -- ^Yre" , RNBEO IS -1 THE COST OF FLOMSNNO AND NXaVO KL pETAt WILL BE REOUAEO OY PLNb. �•• -EJ [�TE� FRAME ANCHOR NATEA1019 WCDENTK TO THE SIU➢NG IS TO DE SEE NOTE 9 '/ 11 DIAMETER INCLUDED W THE BD PRICE FOR THE STRVCTIAtE, V. q- iTB ----- NO CUTTER FRAME AND GRATE PLAN ENT BM 4. w TIE EVENT THE NvERr of TIE aniuL q- 12C ----- P£Po%(CRK BETTER 48• PIPE IS Ha¢a THAN THE BOTTOM OF THE 0. PAVED DITCHES ME TO BE TRN15RglF -D 1D MEET STNICINNE, THE NVEM OF THE STRUCTURE qL£i aliiEN AS SHOWN IN 9TNgA90 PC -2A SHALL BE 6ftNE0 WITH alilli MORTAR TO PREVENT 9TN61NG OR PONOWC OF WATER 19. WAMRES SHOWN ARE FOR WlETS WITHOUT PIPES. -.-I 6 "T,^ I� -y-L .y4 6• I._ W THE STRUCTURE. THE COST OF Fpbd4TNC pp[ gSPLMWENTS MUST BE DEDUCTED TO OBTNN AND PLACING ALL WTEfllAtS IACOCMK TO igUf QUANTITIES. FRAME SECTION X -X THE SHMOK 19 TO RE nAJ.VDED N THE DD PRICE FOR THE STRUCTURE. 10. PAVED 7RA49nON WROTE PEQUIIED W PLANS. 261 /" yq TRANSITION 5 TO BE SHAPED TO CONFORM TO P /�' I•^- 92' 1^' S. STEPS ATE TO BE FRONDED WHEN H 6 4'•0" ROUNDED CONCRETE WTTm OF q -12C. EN�I OR CREAT[R FOR OETI%5 SEE STANDARD $T -I. 2+ TYPE ICAATE' UI1RE0 MCEBS AZT) ALHN. 0. INS ITEM MAY BE PRECAST OR CASTiN- PLATE. IIxLWTEO ACCESS >, a 4 DOWELS n^ Loxc IT' cc TO BE PLACED PEDESTRIAN scccfss LILxELv i0 PPE�EM S�i�Y�O ABUTTNC CONCRETE 22. TYPE FGRATE' U�RNIS�EA �P� STPo/N FOR i'e" DIA BM FRAME SECTION Y -Y B. }" OWAETER WEEP of 12 " %1T' FIASiq 23. L. LENGTH ROUNDED FOR PKI L USE, rIARDwARE caorx '%� AE9I oA cuvAVZEo GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J GRATE SECTION X-X I 2G" �111� �1-� GRATE SECTION Y -Y NOTE' SEE CRATE D1ETtS10N TABLE FOR CRATE TYPE 1& B DMEH9DN5 SYEEL WARE AMIe1Ul1 WERE OI4JETER 0.03^ 14, DI -12Cl FOR A°PROX. WNITIIES FOR q -12C. ADD NL0. @ER 4 GESH IVADWIAE CLOTH A4aWM1ED 0.06 W. TOS.OF CL/55 fJ CONCRETE TO d -128 FB4LY TO THE WTSDE OF 11E STRUCTURE. WN/TTES F0.4 CONCRETE CViTEfl, WA411tt SHOW IS FORA SLOT LEADiH OF 3'-e ". 9. ALL REINFORCING STEEL mN1 HAVE A MR. FOR OTHER LENGTHS CONCRETE CUTTER COVER Of 2 ". INCREMENT BELOW. b. AIL RENFOflCR1G STEEL TO BE CUT CLEAR OF 25. q -128 AW DI -120 ARE NOT TO EE UTILIZED N ALL OPENINGS DY 2 ". LOCATIONS IIDRMKLY 94D,ECT TO 1MFF10. il. CAST-IM PULE WIN]ifTf IS TO BE CLASS N 26. DUMP NO WASTE MAKE TO WATERWAYS LETTERING (J000 P9). PRECAST CONCRETE 6 TO BE IS REOUREO ON ALL d-12 GRATES. LOCATION OF 1000 P51 LETTEPoNO ON CRATE MAY VARY BY MANUFACTURER. TARIII ATIDN CHARTS CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J CRATE DAFNSONS TEPEE OPFLTTIC BAR END SECTION CRATE WIDTH THICKNESS WY)TH THICKNESS 111 121 LID (4) TYPE I . OPEIRICS 4 BPRS 2 %" 3)'i' TYPE B 8 OV /PENNCS 7'BMS 2?{{" Jn' ninmm 4U, 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J 24, 503 MPRDq)MAIE QUANTITIES q -118 ONLY I6flE MOTES 19 k 24) IMNOLUM I19CM/ SLOT 4-10 14' (SEC NOTE 23) L CONCRETE RENFORgNC CONCRETE CHAMBER (SEE LI W. YDS. STEEL 'MR�ES INCREMENTS PER FORT NOTE 231 LOS. W. YDS. 4 0.99 B1.D 2 6 L26 122.81 J 8 )• -B" t46 161.90 4 .35 10 9' -Byf' L]9 203.A 5 f2 tf -e" 1.09 242.45 G to U' -eyf" 2{0 163193 ) U a � U "w Nx CO � z (too Q CL Q� �a IJ D �W >� ''� �zl• O U' R VL V �= �J <C z °w W � Q UQ KW `� y Do � W z o MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J MULTIGRATE DROP INLET FOR PIPE SIZES 12" TO 36" VRGWq DEPPRiIlLM OF TRA45POIITATION Lte, j'eryl i)i'�� 0: \EDC3 \TMPROJ \6847- Luck \Luck Phase 2 6- 22- 10.pro Fil vs Q Z� z 4 U Q rn w O a REVISIONS SEPTA 13, 2010 VDOT COMMENTS i 06 z CL cc LU uj i 1 DATE JULY 26, 2010 I SCALE CONTOUR INTERVAL 2 FEET O Z ? N 1t1 U YA1 O Y� FILE NUMBER (7V`f7 SHEET 8/J FILE NUMBER (7V`f7 SHEET 8/J r, ) f t f i i CE t i tit 1 \ \ t P P 1 Sp r Bei si \A 1 , c , ' Ito ._...... �. _'� , ....- _. ._ _._. - ._._._._. QTY BOTANICAL NAME t COMMON NAME SIZE i ROOT 21 TREES Cercis canadensis � � Eastern Redbud 4N 6 -8' 5 -6' V Z 8 &B B &B 138* Pinus strobus Z g White Pine it i CO 11 SHRUBS Ilex cornuta 'Carissa' Carissa Noll 15 -18" Cont. *Quantities of White Pine are based on anticipated area of distubed slopes. If actual conditions vary, notify owner and adjust f J t 1 t i tit 1 \ \ t P P 1 Sp r Bei si \A 1 , c , ' Ito ._...... �. _'� , ....- _. ._ _._. - ._._._._. QTY BOTANICAL NAME t COMMON NAME SIZE ) t 1' ROOT 21 TREES Cercis canadensis � � Eastern Redbud 4N 6 -8' 5 -6' V Z 8 &B B &B 138* Pinus strobus Z g White Pine it CO 11 SHRUBS Ilex cornuta 'Carissa' Carissa Noll 15 -18" Cont. *Quantities of White Pine are based on anticipated area of distubed slopes. If actual conditions vary, notify owner and adjust quantities as necessary. PLANTING SCHEDULE t v'' � ��•, � � ,� Standard Entry Gates v t .......... SECTION AT MAIN ENTRANCE SCALE: 1/8" Q: \EDC3 \TMPROJ \6847 - Luck \Luck Phase 2 6- 22- 10.pro !J ! I /1! i ! 1` 1 J 1 1 ! ; ii 1i � i•� r r r� t t, i 1 i i i �'1 i i i ! III i \ \ `\ 1 82 White Pines �n ew \ \ ; t tt t i ` t t p o be Created at sExi tirkg 1 \ t \ 1 t Plant Entrances. M tch: t; of Existing Ad�ace t 1 , t ; ! 0 \ 1 i t t 2' o.c.t) 1} ,, Will be Planted Ode ull t i 1 tt i It ,t t g Season after G rass s s , 1 ! s a lished on Slopf s. ; r it f tt Vi [c� e Nines 7 3 " 1 1 i7 1 i 1 / i ( J ( j 1 ! % (j J i7 r s 1 1' f } r ! r f ,1 1 i' J: \ \ \ t� \\ \ \ N' i 4 1 0 03 Op TROLSAS GALE 1 Lic.l�o.1443B C `AND SUR�.x• 11 Eastern Redbuds 295 200' Sight Distance Trian les C 10 Eastern Redbuds 11 s �i JJ \ \ , \ , \ s 1 1 r • ti jt j' 1 1 1 ; \ , , , 1 ■ 1 'U 11 i `tt ! ! f t Y t i1 t A 1 SHEET 9/9 U a � U C#4) (D Z 2� N a Q CL cc ir� ?O Uo aw;o 2 oU cn oa 2 Z o- 5;J 2 ut UQ �O W rz we q� Cr > > O 0) 0 � U. LL? U N W a� o� W aw �Q��W 2 W a REVISIONS 1. 8/8/10 ALB. DATE JULY 26, 2010 SCALE 1 " =20' CONTOUR INTERVAL 2 FEET t j / / f t ) t 1' ■ � � � 4N V Z 7 3 " 1 1 i7 1 i 1 / i ( J ( j 1 ! % (j J i7 r s 1 1' f } r ! r f ,1 1 i' J: \ \ \ t� \\ \ \ N' i 4 1 0 03 Op TROLSAS GALE 1 Lic.l�o.1443B C `AND SUR�.x• 11 Eastern Redbuds 295 200' Sight Distance Trian les C 10 Eastern Redbuds 11 s �i JJ \ \ , \ , \ s 1 1 r • ti jt j' 1 1 1 ; \ , , , 1 ■ 1 'U 11 i `tt ! ! f t Y t i1 t A 1 SHEET 9/9 U a � U C#4) (D Z 2� N a Q CL cc ir� ?O Uo aw;o 2 oU cn oa 2 Z o- 5;J 2 ut UQ �O W rz we q� Cr > > O 0) 0 � U. LL? U N W a� o� W aw �Q��W 2 W a REVISIONS 1. 8/8/10 ALB. DATE JULY 26, 2010 SCALE 1 " =20' CONTOUR INTERVAL 2 FEET Z 1' ■ � � � 7 3 " 1 1 i7 1 i 1 / i ( J ( j 1 ! % (j J i7 r s 1 1' f } r ! r f ,1 1 i' J: \ \ \ t� \\ \ \ N' i 4 1 0 03 Op TROLSAS GALE 1 Lic.l�o.1443B C `AND SUR�.x• 11 Eastern Redbuds 295 200' Sight Distance Trian les C 10 Eastern Redbuds 11 s �i JJ \ \ , \ , \ s 1 1 r • ti jt j' 1 1 1 ; \ , , , 1 ■ 1 'U 11 i `tt ! ! f t Y t i1 t A 1 SHEET 9/9 U a � U C#4) (D Z 2� N a Q CL cc ir� ?O Uo aw;o 2 oU cn oa 2 Z o- 5;J 2 ut UQ �O W rz we q� Cr > > O 0) 0 � U. LL? U N W a� o� W aw �Q��W 2 W a REVISIONS 1. 8/8/10 ALB. DATE JULY 26, 2010 SCALE 1 " =20' CONTOUR INTERVAL 2 FEET FILE NUMBER 6847 Z 0 4N V Z g Z O CL o Z g o. za 5 it CO 0 O� N . Z gm Y/ Y. J FILE NUMBER 6847