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HomeMy WebLinkAbout5080-240 SCALE: HOR: 1"=40' VERT: BENCHMARK: 1"=4' FD. BRASS DISK IN T/C STAMPED 7-11 1970 0 NE COR PALMETTO & FOOTHILL PER QUAD #034117233 ELEV = 1320.644' RECOVERY 02/03/81 in 0 0 —(0.14X) co co (NI 1. • 0 v) ao 0- • o- 0 0 co • N CN C/L 1 31 5 C/L 1 31 5 TC 1 S'LY 32 5 • • TC 1320 S' _Y (0 14z) 00 0.1424 O) M 0) ;,) 0 0 w EX. GRADE AT TC TC 1 S'LY 31 5 1 0 e�- 0 ao z W 0.14X PROPOSED co co N M 0) 1 0 QS W 0 0 N b —e4 o W o Z o et EX. GRADE AT TC ua N 0 0 N TC 1 S'LY 32 5 TC 1320 Siff --DRIVEWAY APPROACH -moi TO 1 S'LY 3 1 5 0 0 40 120 SCALE 1" = 40' C/L INTERSECTION 10+00.00 FOOTHILL BLVD. & SIERRA AVENUE FS (1319.45) LEGEND f 15+C0 16+00 14+00 15+00 n EX. R/W TRACT BNDY./RIGHT—OF—WAY TC TOP OF CURB STREET UGHTING FL FLOW LINE 0 EX. STREET LIGHTING EX. SEWER MAIN EX. WATER MAIN FS FINISH SURFACE INV INVERT ELEVATION EX. EXISTING R/IN RIGHT OF WAY EP EXISTING EDGE OF PAVEMENT EX. CUR • 16+00 APN : 0192-011-29 EGL JOB NO. )9-234-003 UNE OF SIGHT 17+00 570' V=60 MPH 18+00 DC R/W 19+00 17+00 1674-1.92 TC (1319.91 FL (1319.29) I pm Nil 20+00 21+00 22+00 18+00 18+07.96 INV 1319.49W9 FL 1319.45 JOIN Ek. 18+04.C6 74-) TC (1319.95) • FL (1319.31) EX. WATER METER EX. SIDEWALK EX. CUR 19+00 O14. EX. SEWER Mi 20+00 t) —EX. R/W © 0 0 0 0 0 ..tib. a Ad . :w211.1, 4.1111111taatarliWIRIIIMPIIMr*. 411'k ��� � 0 �N� I 2� D .off ^ i cS NEW R/W d ++i PI ^ .t 1.4. � e} �' 05. : I POWER POLE 18.7' WIDE + ') Ct v+i p o+4. i o a �- 3 o� 0 I2' X26'-� I, Itil P/L APN : 0192-011-11 ONE-STO Y HOUSE I A/C J L APN : 0192-011-12 STREET DEDICATION APN : 0192-011-13 i 570' V=60 MPH R'M!N FOOTHILL BLVD 1 21+00 22+00 JOIN EX. Tc 0320.14) a (1319.53) -fi 19+96 06 LINE OF, SIGHT -15+96.06 TC 1320.38 FL 131967 . POWER POLE 19+95.15 TC 1320.38 FL 1319.71 APN : 0192-011-20 FOOTHILL BLVD. 12' WATER MAIN EX. CUR . WATER METER)._ L 23+00 24+00 __/ 23+00 EX R/W CONSTRUCTION NOTES OCONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002 O CONSTRUCT 8' CURB & 18" GUTTER PER CITY OF FONTANA STD. NO. 1000 O CONSTRUCT 8' A.C. BERM PER CITY STD. 1007 OCONSTRUCT 4' THK. PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O CONSTRUCT 6.5' MIM AC. PAVEMENT ON 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) 06 REMOVE EXISTING CURB. 1 fEX R/W 24+00 C/L INTERSECTION 23+20.03 FOOTHILL BLVD. f O SAWCUT, R£MCDVE & RECONSTRUCT EX. A.C. PAVEMENT PER DETAIL OW SHEET 1 0 RELOCATE STREET LIGHT PER STREET UGHi1NC PLAN. 0 RELOCATE STREET LIGHT PULL BOX PER STREET UGHIING PLAN. Cs REMOVE EX. DRIVEWAY APPROACH 14 REMOVE EXISTING SIDEWALK 1� CONSTRUCT 2"-0' PARKWAY DRAIN PER CITY STD. 3000. ASP# 12-018 0-E °T NANAMOWNMONMA DIAL BEFORE \ � I�3)TwowoRKING BEFURE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPRUAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ZEVISIONS TO THE PLANS TO BRING THEM INTO ONFORMANCE WITH STANDARDS IN EFECT. EGL ASSOCIATES, INC 11819 GOLDRING ROAD, UNIT A ARCADIA, CA 91006 PH:626-263-3588 FAX:626-263-3599 Prepared Under The Supervision Off : il:;7( '16 HANK Date :`N34 JONG R.C.E. 45846 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: GB DESIGNED BY: GB CHECKED BY: FOOTHILL BLVD. F S . 0 0 9+96.06 DATO-/r GlCI! ENGINEER, RICARDO SANDOVAL R.C.E. 51152 SCALE: As Noted DATE 04-23-14 DRAWING NO.: 5080