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Home My WebLink About4169-11C)./ UNDER 1 51DEWALr\ 8,5' DRAIN OPENING J4 2.O' --? '-7r-0 , Gil 0� ,V"� PLAN ELEVATION SPLASH HEADWALL NTS ommiMpoll x.xx PROPOSED ELEVATION EXISTING I- - -LEVA PON fff FINISHED FLOOR F5 FINISHED SURFACE FG fIN15HED GRADE FL ILOWLINE ELEVATION Tc TOP Of CURB Tb TOF Of BERM TW TOP OF WALL TF TOP OF FOOTING TK TOP OF RETAINING B - GRADE BREAK --DKIVEWAY VC VERTICAL CURVE AC ASPHALT --- EF EDGE Of PAVEMENT FP POWER POLE FCC PORTLAND CEMENT CONCRETE--- 5EP SEPARATE 51- IMP STREET IMPROVEMENT 5TD STANDARD FAD PAD ELEVATION KIM MANHOLE RIM ELEVATION INV FIFE INVERT ELEVATION HDC HIGH DEFLECTION COUPLING fLG FLANGED Mi MECHANICAL JOINT 5C BEGINNING Of CURVE EC END Of CURVE BCR BEGINNING Of CURB RETURN ECR END Of CURB RE -TURN PL PROPERTY LINE P\/VV RIGHT-OF-VL/AY Cf CURB FACE CG CENTER -GRADE Of FIFE IV 1-1 MANHOLE WC GATE VALVE SEWER -- 5— 5 WATER —W—VV— PROPOSED STREET LIGHT EXISTING STREET LIGHT EXISTING HYDRANT PROPOSED HYDRANT EXISTING MANHOLE EXISTING POWER POLE EXISTING SIGN BLOCK WALL W'= I I __ I L I \ I V' L.l I " I "I I \1 I I I \-"\ I I I I CON OR EQUAL RIP RAP NT5 10,n 7DRIVEWAY c 41 61 �o 5' —_ G' 4 5 2' Lc— PLAN OPEN PROFILE \ ZO '�60n DETAIUX NI -FC, OPEN PROFILE c '3, DETAIL'B' NT5 4' SECTION C' -C:' LLJ sj SECTION C -C --CROSSING PIPE WALL (DIAMETER OF PiPF 0 X1 QP-"ONAL 90� r LILANKET (TYP CONCRETZ S�ANKFT 2 A,, OONCRETE 00/2 FOR D > �75 rrm (1511) 3D,/4 FOR 0 37� o"m (15") IJNVISTURGED EARTH (TYR) EXISTING PPE ... " OUTSIDE OF PIPE B F. LL, Rym CONCRETE J.31,, e_CQZN, E X1 S T1 N G PIPES C-R05S99_CL'v_F-R 91y__6__q_E_A' E-1 NOTES,,, t, CONC,RE M SLANXP-T IS AF_C44JIRECD INH --'N THE C_Kk Cv.ARAN0f_ ETA EN THE TOP Or THE 5ThNG PIPE AND 14F BOTTOM OF THE CnOSSINA PIPE IS LESS A, 450 mm (18"), 2, y - 0 �15 (150 mim M12 YHERE THE CLEARANCE ET CNS THE Top OF T'PE EXISIING PIPE ANO r ROS,�NC, PIPE M LFSS Tk,',1,N 'D BETWEEIN riE WTOM Of T4 -1 Y THF CONCRETE SH�kLL EM PLACZ wmw, Pre Up TO A LE" L, ECUA& TO Y X90VE -7HE R-'PE� ANG AROOND T14C $IOES Of- 'r,4E CKC I EX I S NO P'PE, OR AS REQUME0 13Y �NOF 3 BCLOW W,1-104EVS Hiati.k 3 X --ii, 0 l& MIMMUM, TO PROVIDE OCODIN3 MATEMALw FOR OIE CROSSWO CONOULT. 'AHEN X IS I -E915 "ANE HF MINIMVNI, THE ENTIRE TOP SURFACE OF THE OL. ET SHALL SE PASED TO MAKE COT1'TA43 AITH THE t.0'NER 90' OF THE (,'R05SING PIPE, 4,. I'HE 5LAM<FT SIJAU_ ZXIEND L,ONGITUMNALLY TO THE FIRS7 JaNT BEYOND THE TRENCH CXCAVATON r 14FED 140T �� FXTE�NOCO MORE rHAN 1�2 fr AT EACH ENO OF 'n4'9' 8L,ANXET, EXCEPT THAT TIMEgi-ANKE" (4') 8FYONO THE TkiNCK OF THE 0L.ANKECT, ALL 0!.N4f_N54(;r4S SHALL 5. vMENEVER A P,PE SE�_L IS ENCM,)NTFPE0 'iAITHN THE LIMITS pEFER ro TI -IT" BE(_L, 50 mro (2 THICK STYPOFOAM OR 01aVERT SLA 4 OF AR(,' W.)x COMPRESSMLE .H OR 55,�1CT40N (CROSSINOA CONOUIT) MATERIAL NO MINNUM UNOiSTURSCO CARTH v OLIT910F OF PIPE BELL—' CROSSED ER BY A NEW 9OX _CIS _ARCFIj t COMPRESRISLE 8LANKET IS RC - Q�REO EN THE CL&ARANCE, BETWEEN TYE TOP OF 71HE EXISTING O PIPE AND THE BOTTOM OF TWE CRCS%NG CONOWT (BOX OR ARCH) IS :_ESS THAN 450 mm, 08,1y. 2, THE BLANKET SHAU. CXTENO LONCIT14-INAL0 FOR 1HE FLILL mRO%SWG CONDUIT TRENCH NOTH, STANDARD PLANS FOR 'PUBLIC WQFKS CONSTRUCTION STAk ARD OLAN ARO a* Pic "06viZ I - PWOUC vrAxs STAROARIS OtU430C% ri�WJIIX BLANKET PROTEC110N FOR PIPES lrto" 225-1 No 9=11=1 SECTION A -A it'l STEEL PATTERN OWN M PICTORIAL ONLY, SEE NOTES _ _ SH 2 AND 7 SECTION - OPTIONAL CONSTRUCTION JOINT; RCB OR ARCH TO RCP USE, CONST JOINT OF RCB OR ARCS - RCB tO ARCH, USE CONST ,DINT Of RCEI sm WHOM #a move, 4 - IV? VMS TASL I F L 4 SEE $RET 3 FOR NT Tt, ANUtLh5 COUNTY DEPARTMENT OF PUBLIC WORKS NOTES 1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0, SHALL NOT EXCEED 5' 45'. 2, REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCS TO ARCH - T14AT OF RCB SECTION, ARCH TO RCP -- THAT OF ARCH SECTION. ARCH TO ARCH THAT OF ARCH SECTION HEAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANS1710N. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCS TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mr-n (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF fHE RCP WALL PLUS 100 mm (4,"). RCB TO ARCH AND ARCH TO ARCIA - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSf7ION AND SHALL_ VARY'UNIFORMLY BETWEEN THE TWO ENDS, 4- THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY' BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 rnm (5"") FO[i PIPE SIZE OF 2400 rnrr (96") OR LESS, AND 200 rnm (8") FOR PIPE SIZES OVER 2400 mrr (96"), 6. fc = 28 MPc 0000 PSI) AT" 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RIC& 7, ALL STEEL, EXCEPT LONGITUDINAL STEEL. SHALL BE GRADE 400 (60) E31LLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWtS'E SHOWN. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RC8 CR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSI'nON STRUCTURE AT THE CONTRACTOR'S OPTION, SEE SECTION B -B, S. THE TRAN51-FION 31-RUCT-URE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS, 1, (,`,ATCIi BASIN PROTECTI!ON BAR ANO vramUPS TO SL-, 1N4$TALIXrj, AT INLETS ONLY, 2, STEEL SUPPORTS TO BE $PACED EVENLY IN OPENING AND NOT TO EXCEF.0 2,14 In (N C,C, THREAD 75 rom, C3`11 ON UPI EO END, 3, NOT LESS THAN THREE 16 mm 0 X 2,50 mm Cvs# 0' X to') ANCHOR BOLTS WELVE0 TO ANGLE, 4, SLOPE UNLESS OTHCRMSE SHOWM MEWALK FINISH. 5, CON$ TRUC71()N jotNr, BASIN' ANHQLF FRAME a CO ER, REINFORCINO $TEEL, SHALL HAVE A COVERING 0 F AT LEAST 25 mm fl*) OF CO CRETE AT W-1. POINTS, 8- FOR REINFORCING AROUND MANHOLE$ IN SIDEWALK AREA SEE STD, PLAN 30 0,, cuRB OPENING CATCH BASIN� 9,, SPACING OF' TRANSVERSE, RVM7QRCEMENT SHALL SE MEASUR,Eo ALONG k OP CULVERT EXCEPTING mL,e,r/()U'TLET ,ANO, f, 10, ALL REINrORCmG SARS SHALL BE LAPPEM 20 BAR 01A,,MUrpS AT ALL SPLfCE.'S. If, FLOOR r(E TROWELED SMOOTIH. 12" A HEADED STEEL STUD 13 mm X 130 qIm (jj2,, X 5 viw) wrm HEAD 'DIA.z 25 mm W') ATTACHED BY Ay FULt, PENETRA�nON $UT'r WELO MAY BE USSR AS AN AtTr_-�RNATE ANtOR. 3 - REINFORCINO STEEL AND CONCRETE siiAL,,L REE PER APWA -STANDArm SPECIFICATIONS FOR PUBLIC WORKS CON$ TRUCTION' I4„ 'AAL UES FOR 0, S� L 5 V ARE SHOWN ON PROJECT PLANS, 15. DIMENSIONS, 3H1014N kpq T"HE" PLAN FOR MEtRIC A14D %,rNQM'3H UNITS ARE NOT EXArI,Ly EQUAL VAI.UESS, W METRIC UWTS ARE USER ALL. VALUES USED FOR CONSTRUCTN)N SHALL eF METRIC VAI UI�S, IF ENqLfSH UNIT$ ARE VSeD" A4L VALUES UiSEo FQR CONST RUCrION SHALL BE ENGLISH VALUES, LOS ANGELES COUNTY DEPARTMENT" OF PUBLIC WORKS, STANDARD Pt.,,AN ME TR ICS PARKWAY CULVERT' 0 5, 3 OF 3 j ... . . . .. . ......... CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS RANijo BY: SCALE: SHOWN TRACT NO. I GG58 DESIGNED BY: DILL I -AN \NE-THY,,�NUF POPLARANDALL AVENUE -AVENUE DATE JUNE 2007 AS i, f r 07 Vi WAY� PZ ol