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Home My WebLink AboutRutherfordCrossingPg5NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL—, TOP OF FL TOP OF RLL—N ---------- -------------- _Z7 ND LINE GwBt4 Liii H GP IT ND LINE _4 2 PIT D/2 D/ EARTH, _fl 1-B11,1 OR bi 0/2 D/2 SOIL D/2 T BEDDIN G MAfEk'IAL BEDDING MIN, 1/10 MATERIAL MIN. 1/10 1), -wsoN EBBING TO BE MANIANED D 1XI, DIMC m ATERIAL DIMENSION TO E3E MAINTAINED TO I OP OF PIPE, "X" DIMENSION BE MAINTAINED 0 TOP OF PIPE 70 TOJ� OF MIN� 8�4., T FOUNDATION sorl, �`IELDING, OR PIPE MAX NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL -- — ----------- — - ----- PIPE PROJECTION ABOVE GROUND LINE TOP OF FILL—N TOP OF FILL i0{ or FILL 7 TH 71 111e11111��O71111_1 I I D/ N M IN'. ROUND :7 GROUND LINE tH - I INE GROUND I E BYTE DIN- F� EAR IH ROCKLOR 4" U INS IL IN MIX IAIN 1/10 D X --DEDDINO -a DIN" EARTH MATERIAL _X_ DEMO AT FRI MATERIAL NORMAL. E ART 1-1 FOUNDAI ION ROCK FOUNDATION. FOUNDATION SOFT, YELDING, OR OTHERWISE UNSUITABLE MATERIAL - ------------ - CULVERTS LESSTHAN d - 36" H - HEIGHT OF COVER MEASURED FROM TOP OF r/7 Q T -1 24 SE20N 302 OF THE ROAD AND BRIDGE m BED ING MATERIAL IN.ACCDRDANCE WI H DRAINAGE STRUCTURE 10 FINISHED GRADE. 9PFC FIICA71DNS� CULVERTS WHERE �16" AND OVER X 0 36„ D- D - OUTSIDE DIAMETER OF PIPE. MET I TOD "A" PIPE BEDDING SHALL, BE USED AS d INSIDE DIAMETER OF PIPE. CLASS I BACKFILL MATERIAL IN ACCORDANCE m WITH SECTION 302 OF THE ROAD AND BRIDIGE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS; 1) DI AS SHOWN ON PLANS OR TO FIRM 5PECIPICATJON5. :RIGID - .PIPE..- OFARING SAIL, WHEN H IS LESS PLAN OR EQUAL 10 30' CLASS R WKrILL MATERIAL IN ACCORDANCE E=117_2 WITH SECTION 302. OF THE ROAD AND BRIDGE SPEC FICATIONS. AS SHOWN ON IABLC.'� + MAY RE ELIMINATED UNDER E:NTPANci PiPF,, EMBANKMENT FOR, PLASTIC IPE INSTALLATIONS, WHERE DIRECTED **F- ILAS111 PIPE INIIALLATIONS,CI-ASS �8A(.KFTLI. _SHEET I OF, 11, BY THE ET(�wCE R MATERIAL SHALL BE USED IN LIEU Of CLASS T TORM SEWERS INST,ALLATION OF PIPE CULVERTS AND S . ... (DAR E . . 30;� CIRCUI AR ID I PE BEDDING AND BACKFILL -- METHOD ''ANY 303 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTE : STORM CULVERTS WITHIN THE PUBLIC RIGHT OF WAY ARE TO BE INSTALLED IN.' ACCORDANCE VDOT STANDARS PB-1 DETAIL. (4 112" SC#, 91 r. 3 6X6 P.r-- SC# 8 a A1 .2 WOOD POST Bala " !-1.A'6 WD G:\20225—NVRetail\02--Rtitherford Cr,ossing\Present(itioi-i\20225-02 GENERALDETAILS (03-05),dwg Oct 10, 2007 RIC11111k stif ve s,.rr /,y me, AT CANE $01 rg 4'-5" SLIDE sot r 6 11 r111a SEAL ED + 410#01M P0 - SEE SIM DW09, I ; 11 FOR Ok0f RIPAMNS' -- I Bars H as Q "12" c. - b m >Bars H, #5 V 12" c-c . . ..... . . ...... DO I T- 8 SECTION A--A Soo Note 19 7 Steps. Soo Note -�—BQFS-, V-- A Optional Constr fiction Joi*ni \ I — � - A ---Hardwark, cloth Subbase Weep Hole. See Note 8, --1-- 45 Bar H each comer 1- #5 Bar H1 k-LIGh cltemdo cornor SECTION THROUGH ELEVATION (5R _AD EF77S_____ HOULDER LINE FILI: EDGE OF PAVEMENT le COMBINATION UNDERDRAIN r-,D--- I AT LOWER IND OF C U I S TRAVEL LANES CENTER LINE SECS -1_ ICON (WITH TYPE 1 SELF T MATERIAL) EDC�E OF PAVEMENT TRENCH PLACE EN_1_' 4 .%E STANWAQ SIL-1 FOR APPLIrAMTY nr 'SAFETY SLAFM STANDARD UH-11 NOTE, THE TOP OF NIASON CENT RT IS TO BE LEFT SWFnLY LOW TO PERMIT PROPER MJUSTME NT OF COVER ANO FRAMC TO UWE UT THE USE OF MORTAR OR BRICK AS DIRECTM BY THIC rNWrR. 0 SECTION 9-61 BRICK TICE DF FILL- -7— PAVEMENT SL)RFA-',E C� BASE -EW-12 (TYPICAL) 7 _T-7-7-7 0 00000 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 SUBBASE ?(5 ?,5 ?6 ?,5 ?6 0 6 SELECT MATERIAL TYPE I OR 111 PLAN VIEW I n_v1 N C, A C R N0c 57 ACGREGATF (PLACEMENT OF" CD-1 COMBINATION UNDER -GEOTEXTILE DRAINAGE F41ABRIC I GENERAL NCB -FES NON--PERFORATED OUTLTT PIPE X WALL THICKNESS (MIN) -- INCHES XXX TESTED ACCORDING 'TO ASTM D-24-12 AT �% DEFLECTION, 1, UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT B I-OCATED AT THIS POINT WHEN BOTH SUBBASE AND SILIB9RADE ARE ST, 2. TRIENCI-I SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAN INSURE COMPACTNESS. 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL. LANE PAVEMI SHALL PF PLACFD ON A GRADE PARALLEL TO THE SHOL-ILDFR SLOPF 2 DESIRABLE) GRADE. 4. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWI OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DR. INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS FO BE UNDER ENTIRE PAVEM WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM INVERT ELEVATION OF RECEIVING DRAINAGE DIJCFI OR STRUCTURE. 7. ALL CONNECTIONS (ELROWS, WYES, ETCA WITHIN PAY LIMITS FOR DUTLE HE OF' THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAII I TANDARD T"OMBINATION UINDFRDR/-'�IN (AT LOW- VIRGINIA DEPARTMENT OF TRANSPORTATION C 0 RZ R E_ 1 F_ OR CONCRETE BLOCK MH-1 CRUSHING STKNGTH U) TYPE OF PIPE x z 0 l> W,T,4" NOM. DIAMETER NOM. DIAMETER eta CORRUGATED ALUMINUM 1048 0 Z SMOOTH WALL PVC 103 lql,153 F_ SMOOTH WALL PE cn psi XX In* X WALL THICKNESS (MIN) -- INCHES XXX TESTED ACCORDING 'TO ASTM D-24-12 AT �% DEFLECTION, 1, UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT B I-OCATED AT THIS POINT WHEN BOTH SUBBASE AND SILIB9RADE ARE ST, 2. TRIENCI-I SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAN INSURE COMPACTNESS. 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL. LANE PAVEMI SHALL PF PLACFD ON A GRADE PARALLEL TO THE SHOL-ILDFR SLOPF 2 DESIRABLE) GRADE. 4. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWI OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DR. INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS FO BE UNDER ENTIRE PAVEM WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM INVERT ELEVATION OF RECEIVING DRAINAGE DIJCFI OR STRUCTURE. 7. ALL CONNECTIONS (ELROWS, WYES, ETCA WITHIN PAY LIMITS FOR DUTLE HE OF' THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAII I TANDARD T"OMBINATION UINDFRDR/-'�IN (AT LOW- VIRGINIA DEPARTMENT OF TRANSPORTATION C 0 RZ R E_ 1 F_ OR CONCRETE BLOCK MH-1 1111412LI0,11, END VIEW lit 0- SLOPE DETAIL 0' Q0 z U) z 0 z 0 l> Ld eta 0 0 C) 0 Z w 0 F_ CC cn z In* j w .j 0 U_ 0 U_ LU 00 Uj z LL. z z ac GO + --2mmmwo,� 0 m 0 0 co 4 9 Z (� M C-) E— YT FkL.6 rx. 0 z LLJ F ItOCKS ARE USED THE MINIkIlL1M E" I SS OF SMX 15 TO BE < 14. OTHER n1 KxhC=5 ARE TO COWORW W z OLDWM (1) z 70 WALL THIMMS9 subm rnh (n z 02gw ZO > �d 9k ALL C&CRETE TO LIE CLASS A3. 7. MAEN SPECFIM ON PLANS INE IWERT IS TO BE SHAPED 14 ACCOMAW:E WITH STANDAM 6-1. 1111412LI0,11, END VIEW lit 0- SLOPE DETAIL 0' Q0 z U) z 0 z 0 l> Ld eta 0 0 C) 0 Z w 0 F_ CC cn z In* j w .j 0 U_ 0 U_ LU 00 Uj z LL. z z ac GO + --2mmmwo,� 0 m 0 0 co 4 9 Z (� M C-) E— 0 CL 0 z z z F— z z 0 z z ::) Ld 0 0 C) CC Z w 0 F_ CC cn nCar�, C/ m ) j w .j 0 U_ 0 U_ z F- W z LL. > z ac 0 --2mmmwo,� 0 m 0 w 9 0 m 0 z z z 0 z ::) Ld 0 C) 0 Q 0 cn 0 U_ 0 U_ z 0 Z C) z LL. > > 0 --2mmmwo,� 0 m 0 w 9 0 m 0 0 CL 0 z LLJ E" < 14. (,0 W z OLDWM (1) z 0 0 (n z 02gw ZO > �d Immummomme