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HomeMy WebLinkAbout5603-3L=380.05'0.C. 31 L=350.82'0.C. 17 V- 32 16 U W O N O Lq F c0 0,3 U W O N O O LO �� rn 621 PROP. TOP OF O EAST CU J O - U ;:t o 0 OCN OD O CO O 0 + N PROP. TOP( WEST CUM co z o 50' V.0 co P.I.=66.75 c) O 1cz�� U_ C1 J Q Uj O N U 0 r` 480.00 Co N W C, 0 cnco O�_ CD CO N N O N CO p N C5 F IN O CIJ CO co34 III M � ' • CCCC�CC.�C.C.� 0 o d. LON r__ti + ti M N 00 U p J O U ;zr o o O 00 11 + � � N N N 50' V.C, P.I.=66.75 U R66n° Z W tcr- I I a O U oo 04 __j U ti Cn U > O o o + M C:; N CO Z O� CO + _ Q O + LU CD O N L0 00co N o N ) 00 21 ]00 42200 4 13 12 11 10 9 8 U U TR. NO. 19960 - 2 I— N N II N � 4 PROP. RIW - 7 TYP PROP. SEWER 11 o 13 N � 11 S20 - 5 S N 433'06" E - - 7PROP, S,Dz:j `PROP. WATER 92 N If �_ 2 , �I TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 37 sa 39 TR. N .19960 - 2 AGAVE AVENUE DATE I ENGR. I CITY I DATE 46. PROP. TOP WCQT M 10 CO IM N m U U r• II ti m � L - - O N C,3 CO \ + N N PROP. FS AT a Z EX. GM. AT a - U p „ Ln O M o 17 CD p RECO°�0 + N M N O - O p Curve # co \-PROP. RIW O 1cz�� U_ C1 J m C7 wo co 1� r` 480.00 Co N O O of w LU0-5 c5 CO N 01�v CO p N C5 F II O CIJ CO co34 LI4 m Lo 36 9 33 CD Q 35 - TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 37 sa 39 TR. N .19960 - 2 AGAVE AVENUE DATE I ENGR. I CITY I DATE 46. PROP. TOP WCQT M 10 CO IM N m U U r• II ti m � L - - O N C,3 CO \ + N N PROP. FS AT a Z EX. GM. AT a - U p „ Ln O M o 17 CD p RECO°�0 + N M N O - O p Curve # W Radius O 1cz�� 7 C1 ! L=39.27` m cz _ co 1� Uj 480.00 350.82 N O 0410 5210" U d CO N Q� 280.00 CZ:, CD ri co C5 LU L=147.86'0.C. L=234.56' O.C. M `14 Curve # W Radius Length 7 C1 ! L=39.27` m 365.44 365.44 C2 Uj 480.00 350.82 350.82 0. C. 0410 5210" 520.00 U d C4 Q� 280.00 234.56 co C5 LU 300.00 251.31 U LI4 m Lo 147.86 U CD Q U J U - U c.0 I` CO a- U-) 0c0 I— O CO r - L=39.2T - o O L14 L14 o N � � N VC O � MI Ln U:)O.C. +-+ N O c=1N 4 L/4 M 00 N - Ll4 U m � N ti OD "' N66°I° o L14 L/4 c r 6; - Lr-,� L14 ti rn co 1z, LO Q6O ti W IS �+' ti CD N 6' N TR=1.28% CID _ Nti S2 " O 'O 2 511 7 C6 d. _ 2 TYP 12 7 2 C5 W - 11 �_� m� � __j m 4 Ln cy� J U�,UvU o U IJi 6' g3 _2 ai m of U ai rn co + Ch f - M CO � C9 1 ' 20' 2 1 ' 01 1--- C, cl, w� I N N N �I oOa0 �42 �" I I VALLEY OAK LANE SEE SHEET 5 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. / p0 Curve Table Curve # W Radius Length 7 C1 Y 5 4 365.44 365.44 C2 Uj 480.00 350.82 350.82 C3 0410 5210" 520.00 3 380.05 C4 Q� 280.00 234.56 co C5 LU 300.00 251.31 U C6 W U 147.86 U CD Q U J U Q > m O 0c0 I— O CO r - o O I� U T I II VC O � MI Ln N +-+ N O c=1N 4 S2 " O 'O 2 511 7 C6 d. _ 2 TYP 12 7 2 C5 W - 11 �_� m� � __j m 4 Ln cy� J U�,UvU o U IJi 6' g3 _2 ai m of U ai rn co + Ch f - M CO � C9 1 ' 20' 2 1 ' 01 1--- C, cl, w� I N N N �I oOa0 �42 �" I I VALLEY OAK LANE SEE SHEET 5 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. / p0 Curve Table Curve # Delta Radius Length Tangent C1 041' 5210" 500.00 365.44 365.44 C2 041' 5210" 480.00 350.82 350.82 C3 0410 5210" 520.00 380.05 380.05 C4 047° 59' 50" 280.00 234.56 234.56 C5 047° 59' 50" 300.00 251.31 251.31 C6 0260 28'30" 320.00 147.86 147.86 CONSTRUCTION NOTES 1O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. SEE GENERAL NOTES 31 & 32. O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16') O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8') O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 11 FOR DETAILS. O INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. O9 INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN. 10 INSTALL R-1 STOP SIGN PER CITY STD. PLAN NO. 4003 WITH "STOP" LEGEND. 11 ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000. 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. BENCH MARK: # B_7 BASIS OF BEARINGS: 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS 14 REMOVE EXIST. BARRICADE 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 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' z��� No. 36637 Exp: 06-30-18 9\CIV1� PREPARED UNDER THE SUPERVISION OF: �rMA D O L E 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 JM/EH PHONE: 909.481.6322 ngineering Communities for Life FAX: 909.481.6320 DESIGNED BY: GBISCL DAT I CHECKED BY: WE DELL L. *A RU EXP. -30-1 WLI CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19960-2 SCALE: AS SHOWN AGAVE AVENUE DATE: STA. 18+00.00 TO STA. 25+00.00 NOV. 2016 APPROVED -BX f DRAWING NO. 6/8/17 5603 Ll CITY ENGINEER R.C.E. 51152 DATE J:\126-2659\street\TR 19960\ST03.dwg, 4/25/2017 8:20:19 AM, DWG To PDF.pc3