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I.. .... ..... ------- -- - ---- 0 5 0 'D + < - ----- -I r) .40 0 + C. --------- < --------- - 1 155 -�KJCUR -of;; R I GHT + + U-) I----------- ---------- JG[ In . ... .... .... .. .. ..... ....... I-------------------- ...... 10+00 11+00 12+00 13+010 14+00 15+00 16+00 SEE SHEET 3 17+00 Ill 9+00.00 DRIVEWAY CURB RETURN @2 52' =25. 00' - I I Ili I ),- z R ...... . VERT: 1 in 3 ft Z�=55'56,J9 4j Ill Aj, III I L, > L=24.41 HORZ: 1 in 30 ft T= 1 J. 28' -j'3' Q) J6, ......... �r I I I CURB RETURN DATA: ........ 5 50 APN: 0237-043-12 R=J5. 00' W A=,90'245J" 0 15 30 60 90 L=55.23' 6 10 6 0 . . ... 5. -. -. i BCR T=635.25' 9+42.09 SCALE.- 1 '�-JO' 5 7.7� TC G C�o L�- 57.05FL 0 FUTURE IRREVOCABLE + ...... + FFER OF DEDICATION ....... N + �. AD --Q EX. RIGHT OF WA Y `-�.��GHT OFWAY. 0w 4 WVj lop, 0 .777 0 0 —.000or 0 PP i4. 4 0 0 7 .......... ............ ... .... ................. ....... ........ .......... ....... .... . ....... ....... ....... ... .. .............. ...................... .. ...... .............. ... ..... .. ....... ... ......... .............. . ..... ... ....... ...... .......... .. .. . ....... .................... ........ .... .......... ............ .... ....... .......... 3 . ............ ... ..... .. @ EX. 8 CIG ..... - - - - - - --- ...... ....... . .... ........... ................. .......... ............. ........ ....... ....... ..... ................... ....... ... ...... ....... .... ...... ... ...... .... ....... ... .. .... ........ ................................. . ....... ...................... .... ............ SWH-9— S NOO'l 1'46"E .. SA ISAW—CUT LINE -I I12— I 16 SAWH� 12 >w� 14 LO 15 �Q_ [�- 00 ONO 6+66.JO POPLAR AVE. L6 6 C6 Lr) Lc) L6 Q) + r< +00 BOYLE AVE. Q Q) IX) q- Ln LO Lw (a LO Ln \Ln-, *t6 �92)F WV W— EX. CURBIG Tr7-7, EX. D/W e UF EX. SIDEWALK RIGHT OF WAY CONSTRUCTON NOTES: CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN n2 CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 3 CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 4 CONSTRUCT 4.5" A.C. MIN. OVER 12" MIN. OF 95Z COMPACTED NATIVE SUBGRADE. ISPOSE EXISTING A.C. PAVING PER LAP OIN DETAIL 6 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000, S=J' BENCH MARK: BASIS OF BEARINGS IS THE CENTERLINE OF POPLAR AVENUE 7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 100J DESCRIPTION: DESCRIPTION: 1" CSM CENTERLINE INTERSECTION or BEING NOO'l 1'49 "E PER PMB 124135 8 REMOVE AND DISPOSE EXISTING CONCRETE SIDEWALK ELEVATION = 1049.30 9 RELOCATE EXISTING POWER POLE PER SCE STANDARDS INSTALL STREET LIGHT (PER STREET LIGHT PLAN) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA I ADUST TO GRADE EXISTING SEWER MANHOLE COVER PER CITY STD. NO. 2000 UNDERGROUND SERVICE ALERT yll FESS/ HENRY C. POOUIZ STREET IMPROVEMENT PLAN REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE AT RIGHT OF WAY COMMENCE WITHIN TWO YEARS OF THE DA C. HIP ENGINEERING, INC. (2 CONSTRUCT CROSS -GUTTER TO MATCH EXISTING SECTION CD RIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: REDLANDS, CA. 92374 CADD AS SHOWN No. 37037 rn CONSTRUCT 6.5" A.C. MIN. OVER 12" MIN. OF 95Z COMPACTED NATIVE SUBGRADE. rn (909) 7 FAX (909) 799-1508 1-800 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: Exp. 6-30-14 ADJUST TO GRADE EXISTING SEWER MANHOLE COVER PER CITY STD. NO. 2000 227-2600 HCP E AVENUE 01/07/13 WITH WATER PROOF COVER TO BRING THEM WITH CONDITIONS AND z clv� CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-Z 5=1.5'p 0=60' TWO WORKING DAYS BEFORE YOU DIG CF' M\� DATE: APP VE BY: DRAWING No. 2 STANDARDS IN EFFECT. HCP DATE7/0 REA40VE AND DISPOSE EXISTING DRIVEWAY APPROACH HENRY C. POQUA, '10C.E. 37037 11 N INEER RZ7177�511 2 1 5014 3 II cu f + IB C + 4. r5 7 N� 5 7