Loading...
HomeMy WebLinkAbout4091-310f00 %1+00 12+00 13+00 14+001 PLAN 1"= 40' 15'f00 SCALE IN FEET 0 40 80 120 160 r=SCALE: 1" = 40' BROOK LANE SEE SHEET 2 DA WN WA Y DIG1�LE � T TOLL FREE -"Nmmmw'-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIP RON 1?Mc01qlrl> lJRAWIIV , DA 7E I ENGR. I CITY I DA 7E 'L 11% Igj1•'! RIVER GLEN LANE E SHEET 2 Q�pFESS/pN C 36637 cm � 3��6�� * T. EXP (�=- r'ql CIVIL AI- S CURVE TABLE BEARING LENGTH COMPACTED TO 957. (SEE GENERAL NOTES 31 & J2). CURVE DEL TA RADIUS LENGTH TANGENT Cl 90'02'41 " 25.00 J9.29 25.02 C2 8957'19" 25.00 J9.25 24.98 C3 10'00'02" 112.00 19.55 9.80 C4 110'02'06" 58.00 111.39 82.89 C5 90'02'02" 4J. 00 67.57 43.03 C6 90'02'02" 25.00 39.28 25.01 17 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 1 JO ISO 0-MMEN POOR I 111ME1 10-MRINMEEMEMEME SEEN N 0,11P.Mewlawsm No. RX, OWN on MEMEMMEMMEMEMEMEN1111 I 1119"In MW oil 0 on; MiN.Ml WOMEN M MEMEMENE"al w MMEEMMMMMMMMMEMMEII MEN OWN -91 REN1110 11 EMEMMEMEMMEMMEMEM EMEMOMMEMEMEMMERVEM No, MEN EMMMMMMMMMMMMME9 NEWIMENEEMIN now--* ;. ;.:��.IMEMEMENEEM,NOMMEWHENIMEM O EMMEMMEMEMEMEMELM.Em:: 51, m�m, ;���.MEMEMEMEMEMEME;.,,,.No ::. � I ■■N ■����� fid13MEME�� � ■����������� EMMEMEMEMEMEMEMMEME E-99"Ord 0- ■�� ■ii� ..:::::::::::�iillll�� ■iiiii'■iiii LOOM 10f00 %1+00 12+00 13+00 14+001 PLAN 1"= 40' 15'f00 SCALE IN FEET 0 40 80 120 160 r=SCALE: 1" = 40' BROOK LANE SEE SHEET 2 DA WN WA Y DIG1�LE � T TOLL FREE -"Nmmmw'-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIP RON 1?Mc01qlrl> lJRAWIIV , DA 7E I ENGR. I CITY I DA 7E 'L 11% Igj1•'! RIVER GLEN LANE E SHEET 2 Q�pFESS/pN C 36637 cm � 3��6�� * T. EXP (�=- r'ql CIVIL AI- S RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. CONS TRUC T/ON NOTES O CURVE TABLE BEARING LENGTH COMPACTED TO 957. (SEE GENERAL NOTES 31 & J2). CURVE DEL TA RADIUS LENGTH TANGENT Cl 90'02'41 " 25.00 J9.29 25.02 C2 8957'19" 25.00 J9.25 24.98 C3 10'00'02" 112.00 19.55 9.80 C4 110'02'06" 58.00 111.39 82.89 C5 90'02'02" 4J. 00 67.57 43.03 C6 90'02'02" 25.00 39.28 25.01 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. CONS TRUC T/ON NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL BEARING LENGTH COMPACTED TO 957. (SEE GENERAL NOTES 31 & J2). N10'00'21 "W 42.71 Q CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J. ® CONSTRUCT CROSS GUTTER PER CITY ST PLAN NO. 104. (MODIFIED "W "=8 O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. "W" PER PLAN. 8 O8 CONSTRUCT LOCAL DEPRESSION PER S.P.P. W.C. STD. PLAN J 1 J-2 CASE B AND DETAIL ON PLAN ON SHEET 8. O9 ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 1 J9. INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) 12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 1 J9. 17 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 1 JO LINE TABLE =LINE BEARING LENGTH L 1 N10'00'21 "W 42.71 BENCH MARK.• BAS/S OF BEARINGS: THE BENCHMARK /S A T SOUTHWEST CORNER THE BEAR/NG OF N 89'5648" W ALONG OF WALNUT & SIERRA AVENUES, 32 FEET THE CENIFRUNE OF BASELINE AVENUE SOUTH OF WALNUT A VENUE, 42 FEET WEST OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, °P#14411,3E 70-63 FACES /NTFRSEC770N. WAS USED AS THE BASIS OF BEARINGS ELEVA 770N. # 1470.7550 FOR THIS MAP. SHd ULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRS V COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Se°CO ��,�. �- lwq Fye SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36637 c rr THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 06-30-08 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �F CALIF STANDARDS IN EFFECT. Prepared Under The Supervision Of MAD O L E 760-A S. ROCHESTER AVE. ONTARIO, CA 91761 909.937.9151 Engineering Communities for Life www.madoleinc.com 1*%dtvx CK Date : RCE 366V EXP. 6. IWNDELL L. / A TSURU CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN B Y DJ/AATRACT NO. 16383 AND 17460 SCALE: AS SH6 wN DESIGNED B Y SCL/EFf CC -DA_ WN, A Y FRO BRO�LANE TO RIVER GLEN LANE DA 1F• FEB. 2006 CHECKED B . AP ROVED DRAWING NO. 3 pskj EF 4091 8 0I TY ENGINEER R. C. E. 51152 DA -13 JA652-1942\streets\st03.dwa. 9/14/2006 4:48:36 PM. Comek