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HomeMy WebLinkAbout5518-3TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TC 1805 REV. m . - I— • • • 124 125 U la A5BOC�l Q W O � Z - W OQ - �N Z (l7 Q W U � � � r U m J U CD J c� u-) O ci + N M u N LO r t + O } � N r_ H O O V O O =_ •_ � CC. •• • 1 •1'. i�� • C C.C. C [0.60%] FUT. EP AT 12 FEET 90U11i OF CL 12' 126 CYPRESS AVENUE ( FUTURE ) CYPRESS AVENUE (FUTURE) 127 I• 0 Q 0 P���1810. 6 1=Z ^ � W k!7 >_ 89°32'44" E— Z — Q 127 S i LL ---------- Q.. W v N OD / +LL N o o cq N // c� 0 �11P►CH_V[�7_1►1N]11 L I:ti7e1D] • 01 1 1815 S'LY BENCH MARK: # 6-7 100' VC SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF Pl=08.64OO P1=08.42 AS N 01°10'30" W WAS USED, AS THE BASIS ft�� OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' C2 O w LO 00 OO L0 C14 Or- f0- 000 0 o p0 n N O O� + O + p N T N N Io 00 C> �i N N er 04 124 125 U la A5BOC�l Q W O � Z - W OQ - �N Z (l7 Q W U � � � r U m J U CD J c� u-) O ci + N M u N LO r t + O } � N r_ H O O V O O =_ •_ � CC. •• • 1 •1'. i�� • C C.C. C [0.60%] FUT. EP AT 12 FEET 90U11i OF CL 12' 126 CYPRESS AVENUE ( FUTURE ) CYPRESS AVENUE (FUTURE) 127 I• 0 Q 0 P���1810. 6 1=Z ^ � W k!7 >_ 89°32'44" E— Z — Q 127 S i LL ---------- Q.. W v N OD / +LL N o o cq N // c� 0 �11P►CH_V[�7_1►1N]11 L I:ti7e1D] • 01 1 1815 S'LY BENCH MARK: # 6-7 100' VIC SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN P1=08.42 AS N 01°10'30" W WAS USED, AS THE BASIS 35.00' OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' C2 O w M cq O � � [O p 0000 _ 000 0 o p0 n N O O� + Lo DUNCAN CANYON ROAD STA. 124+50 TO CYPRESS AVENUE APPROVED BY: 4 -DRAWING '� 6/8/17 SCALE: AS SHOWN LO Io 00 C> �i N +p LO er 04 N N 0.839% 124 125 U la A5BOC�l Q W O � Z - W OQ - �N Z (l7 Q W U � � � r U m J U CD J c� u-) O ci + N M u N LO r t + O } � N r_ H O O V O O =_ •_ � CC. •• • 1 •1'. i�� • C C.C. C [0.60%] FUT. EP AT 12 FEET 90U11i OF CL 12' 126 CYPRESS AVENUE ( FUTURE ) CYPRESS AVENUE (FUTURE) 127 I• 0 Q 0 P���1810. 6 1=Z ^ � W k!7 >_ 89°32'44" E— Z — Q 127 S i LL ---------- Q.. W v N OD / +LL N o o cq N // c� 0 �11P►CH_V[�7_1►1N]11 L I:ti7e1D] • 01 1 1815 S'LY BENCH MARK: # 6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED, AS THE BASIS 35.00' OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' C2 PROFILE HORIZ 1"= 40' VERT 1 "= 4' PLAN 1 "= 40' SCALE IN FEET 80 120 1 Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 89°46'06" 35.00' 54.84' 34.86' C2 90'13'41 " 35.00' 55.12' 35.14' CONSTRUCTION NOTES 1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 401. O CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). 4O CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000. ( CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O8 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (124 WATT, ACTUAL) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. O ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. 12 PAVE AROUND MANHOLE RIM AND COVER PER DETAIL ON SHEET 1. 13 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. AND DETAIL ON SHEET 1. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWNT HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEMs�9 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QFZOFESSIpNq \1 L* / -1 �F No. 36637 c – Exp: 0630-18 tY t� C/ �� ��� TFOFCAL�F�� PREPARED UNDER THE SUPERVISION OF: ONMADOLE9302 PITTSBURGH AVE., SUITE 230 : RANCHOCUCPHONE909.48.6322 ngineering Communities for life FAX 909.481.6320 DATj CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: SCL/EH DUNCAN CANYON ROAD STA. 124+50 TO CYPRESS AVENUE APPROVED BY: 4 -DRAWING '� 6/8/17 SCALE: AS SHOWN DESIGNED BY: SCL CHECKED BY: WLI DATE: JULY, 2016 N0. 3 5518 EN R.C.E. 136637 ELL L. A URU EXP. jt� CITY ENGINEER R.C.E. 51152 DATE N M N N