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HomeMy WebLinkAbout4241-2PROFILE SCALE: HORZ: V* =20' VERT: 1 "=2 " ON Em WILITY POTHOLED DESWIPTION OF FINDIMS . . ..... . ...... .... �1,1 I 111��111 � BEARING/DELTA RADIUS LENGTH TANGENT `111'1`111,,.--"-r .... ... ... .. .. Pi TW CF SLUWY FIBER R" 6.5" CLR. PROTECT IN PLACE SBC FIBER LUES 1 N 00 14'14" W 660.00 EELOW EXIST AC PAVEM34T -W 8V —4W46 E 370.00 P2 RANDOkt NOW NOW FOM . ....... ...... .... ... ... . ......... .......... . . ..... -12" HDPE DRAINAGE PIPES PER CITY STD ..... ..... 2 237 LF . . ....... . . ........... N (o I NST'AL.L (2) 3 N 44 45 46 E 6.80 PLAN 1008 AS SHOWN 0 (INJ 84 4 N 14 1 w .41 P3 (2)-4," PW CMWIM- 33" a.R. SBC FIEER LINES 2 EA --111 . .......... . . . .. . .. ........ . . .......... ........ ...... ... .... N 30*14 14 W --143.20 .. . ....... . . . . ... ... .. .. . .. ......... .. ........ ..... . ..... . ... ............. .. . .. . . ....... ..... . .. INSTALL W-12" HDPE DRAINAGE PIPE BENDS (300) WITH . . . . ........ . ..... 3 ] . . . . ...... ..... ..... ...... . .. FROM EXIST PCC SIDEWX FS D 8" DIA. CLEANOUT MOUNTED FLUSH WITH FINISHED P4 (2)—e PVC COWITS4 33" MR. SURFACE SBC FIBER LINES EDX1, IMIWION INE 0 FROM EX W— PCC SIDEWALX FS K)TE 2 1 0— � . . .. .. ... ..... .. ..... ..... . .... ... ... I, . ..... . ... .......... .. ...... ...... . ..... .. ... . ..... ... . ... . ... ........... .... . .. .... 94 CY- 18 TONS 4 REMOVE EXIST AC PAVEMENT AND RECONSTRUCT 0.67' NOTM- EXI GD OVER NATIVE PER SPECS AT 1. EXISTING UTILITIES SHAU. BE FIELD VERIFIED BY (VOWTOR PRIOR TO CONSMTICN. ... . ..... .. . ..... ....... . ... .. .. .... ...... STAR NO NOW .. .. . . ... . ... ........ .... ... . . . . . ..... . .. ........ ......... WITH AW WEQUIRED MODIFICATIONS TO BE APMVED BY EMINEER BUORE TI . ... .... . ........ .... ....... ..... 1 117 LF I ...... CONSTRUCT Sm CURB (ONLY) PER CITY STD PLAN 1000 -20 JT 40 L 2. EXISTING IRRIGATION LINE IN ARROW BOU.EVARD MEDIAN WAS NOT FIELD LOCATED. CONTRACTOR LL- SML SHUT OFF MEDIAN IRRIGATION SYMM PRIOR TO EXCAVATING THAT OWLICTI�NS PMTION CONSTRUCT 4a PCC S I DEWALK PER C I TY STD 1006 AS 2030 SF .. .... .. ......... ... ....... . . .. ... 2" J . ..... ... . .... . OF TF00i TO VMIFY UXT LWATION MO COMIMTE F&WATION OF IRRIGATION LINE ARWND MWM WAIMM PIPE PER SKCS. ... ....... . . ... ell, j >L>--., . ...... 1- SHOWN ON PLAN 01 +34. 1400 SFv 16 TONS C) ........ ... .. ... ......... ...... ..... ....... ............ . .. ... . ...... ...... L-0— COLD MILL AND OVERLAY 0.15' AC PAVEMENT PER SPECS C), LAJ 10 z -0 01 C14 3' 2� 1 EA 80 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD ... ........... . ..... ......... ..... ....... .... ... .. ... .. ... ... .... ........ .. + C> xi,g 300 ....... . .... ..... ..... ...... . .. . .. ... .. . . ....... . .. -2 (W-- 10 V=2 AS SHOWN 6.5 3+11 IST PVW �0.80 1267 90 GB EXIST J PROP. (2)-12" CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-2 GRUM ........ ..... .. . ... ... ... .. .... ..... ... .. .... ... .. . .. ....... . ........ .... 0.05f) AS SHOWN 1 EA 7+4 ... ...... .. . ... .... .............. .... .... .... ......... ..... .. ... .... ... . ..... . .. .. ...... . .. .... . (H=0.17 t H1=0.1pg H3 126 1267 FL), CONSTRUCT PARKWAY DRAIN PER APWA STD 151-1 'I . ....... .... ........... .. ....... .. .... ..... ..... . . . ...... ...... ..... .. .. ..... ... ......... .... ... ... .... ... .. . ... . .. ..... A ... ....... . ....... .......... . (MODIFIED PER DETAIL HEREIN) 1 EA ............. &7 4 I EA CONSTRUCT PCC COMMERC I AL DR I VEWAY PER C I TY STD V.85 EMST SBC CMITS, 1002 (W=14') . . . . ..... . .. ..... I ..... . . .. .......... oo . . ..... . .... .... --m —i 2+00 2M 3m 4+00 *w W-4" DIA, T/FO T T - 'T ............ ............. EX I ST R/W MAL TOIL FM (00 U76-260 BE Elevations cis shown hereon are in terms of the National Geodetic Vertical DoLum of 1929 based locaily upon the City of F'ontana Bench rn n r k " 2 71 ". MFUMM-IN t I f IL. %A A I I W W 4 VIL.W N Mn I I M-WVA I N" REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH THE STANDARDS IN EFFECT. REVISIONS