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HomeMy WebLinkAbout5603-2Curve Table Curve # Delta Radius Length Tangent C1 110°00'00" 60.00 115.19 85.69 C2 090°00'00" 45.00 70.69 45.00 C3 090°00'00" 25.00 39.27 25.00 C4 010°00'00" 110.00 19.20 9.62 C5 041°52'30" 480.00 350.82 183.66 C6 041°52'30" 520.00 380.05 198.96 rC7 041°52'30" 500.00 365.44 191.31 .____________________________________ •• _____________________ I _ _ I____ __ � __err . �r®■ .,_ __ ____ _____________ ____ MELLA- .��___ __ •• _____ ____ _______ I ._�� 1.___ I _____ _____ • .e _ ___aaaaaa. _ ■ I __ ________ ■ I I L14 L14 L/4 32. 95t 25' 25'C_ C_ �_________________ - • • _ __ lam___________________ . 1 • LU ■■ 1 _________ _________ - • ___ _________■� • 1 _____ _________ ____ai ��_• . �. rr� /� i 1 • _ __________ ________ • • ____________________11111-•`iJri�JWiW - __________________ _ IIIIIIIIIIIIIIIII 1___________________________aaaa►=-v___aaaaua■na___ _______ • 1 1 " _____ I __aaaaa■�aaal�____� _1�.- ® A 9 11.l 1_______/�-.a�/as..l..r.anaaaaa.`�/_®____w.ss:rll�■.�r_____ ___ ________ _ •• - ___as:la.v.�_ar� I_____ Uj 1_____ .■ __ I_______ • •■ ilk _____ ____ I • ______� 1_______ c��ic�i___ • � ___ �� 1 �� I_______ _�vl ___ _ ___ I ■ _ - %��_____� 1_______ • - _iii___ 1 ___ • I _®�_____� I_______ I _/�i�___/Y 1, 1 ____I- I I •• _ • _I-_____I� I_______ ___ISO �____ I , ___ �1 ` • ____�1______� 1_______ � • � _ __________ ______ _ __ el � _ ______ __ _____ __ate 1________ 1 1 1 _____ __________ ______ ■ _____ __ __ILS_ �_ - __ \ \ \ 7 9 \ \ 10+00.00 AGAVE AVE. \ =10+00.00 TOPIARY LN. N r l:4 13 11 12 Line # U) 6 5 J SHEET 6 3 19960 - U- � J 8 O V w p V COCO LUCn Q cyi 37.91 TC;37.41 FL M 22' 22' co 26 27 C) TR. N0. NI o 0 - CO O I,- O + N O M .= PROP. RM r l:4 13 11 12 0 PROP. SEWER- N ;*4 M BLUE IRIS STREET Line # U) v 5 4 SHEET 6 3 19960 - Q� � w� 8 O V 6' p V 2 LUCn Q J 37.91 TC;37.41 FL 12' 22' 22' 12 26 27 C) TR. N0. o o 0 LJL CZ) II V p0 O CN CI .= PROP. RM 10 8' 6' 1 0 PROP. SEWER- N ;*4 M BLUE IRIS STREET .r,J � 13 � N 0°19'27" W TYP 2 14 PROP. WATER BC I Line # Direction v L1 SEE SHEET 6 \" 19960 - w � w� 8 O V 6' p V 2 1 w co v 71i6 J 37.91 TC;37.41 FL 12' 22' 22' 12 26 27 J Q al I O `� 4 m LJL p M 4' I O O (� oM 0 19960 -1 10 8' 6' U-� m II �� _ 1 o v_ o U w 50 I p o0 �M TR. N0. 19960-1 �� C-4 m V �o Wp U~ 1' 1' C-0 w 4 20' 20' m I mM $4. TOPIARY LANE ORCHARD STREET SEE SHEET 8 .r,J � 13 � N 0°19'27" W TYP 2 14 PROP. WATER BC I Line # Direction v L1 PROP. RIW 1 "'T 42.71 \" 19960 - U rn m� U-cli U -N w� 8 O V co p V N 1 co v 71i6 TR. N0. 37.91 TC;37.41 FL •['� C' o LU U 26 27 0 J O `� rn U N m LJL p M - N I O O (� V ■ M � W 19960 -1 10 M �� U-� m II �� r- rn �N v v v_ o U 50 p o0 �M TR. N0. 19960-1 �� U U "' �0 coCj N LCS �o 8 U~ 1' 1' C-0 w 4 20' 20' m I mM $4. TOPIARY LANE ORCHARD STREET SEE SHEET 8 SEE SHEET 7 Line Table Line # Direction Length L1 N09°40'40"E 42.71 TOLL FRS 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 1 8 12 15 N �� 16 1 PROP S.D:-/'.-, L 25 24 4 TR. N0. LO DRAWN BY: J 19960 - U rn m� U-cli U -N w� 8 O V co p V rn IY co v 71i6 C:) U •['� 00 U J W v v 1 20' 20''it LX -3 rn U N m co 8 I O I- f- II SEE SHEET 6 8 12 15 N �� 16 1 PROP S.D:-/'.-, L AGAVE AVENUE DATE I ENGR. I CITY I DATE 0 0 Uri in N ,O + � r c� z 0 a J Q U _ H Z W C) 0 C=) Lr + �r 1 "" '. TOP OF al _ =fiFIVE � SCALE: 1 " = 40' 23 22 21 TR. N0. 9960 - 2 11 /J/I 7 11 TyP C,7 RIW-/ J co _ I - Cq co o� 4 TR. N0. LO DRAWN BY: J 19960 - U rn m� U-cli U -N w� 8 O V co p V DAT o U L co v 71i6 C:) U C,jo o v 1 20' 20''it LX -3 C) °m 26 8 I BLUE IRIS STREET SEE SHEET 6 AGAVE AVENUE DATE I ENGR. I CITY I DATE 0 0 Uri in N ,O + � r c� z 0 a J Q U _ H Z W C) 0 C=) Lr + �r 1 "" '. TOP OF al _ =fiFIVE � SCALE: 1 " = 40' 23 22 21 TR. N0. 9960 - 2 11 /J/I 7 11 TyP C,7 RIW-/ J co _ I - Cq co o� 4 LO DRAWN BY: J co TR. N0. 19960 - 2 gi ring Communities for Life FAX: 909.481.6320 IEn GB/SCL :0 DAT 27 28 29 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. 30 20 PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 19 / �q,�o� CONSTRUCTION NOTES o ,��� O CONSTRUCT 4 AC PAVEMENT (MIN.) OVER 12 NATIVE MATERIAL COMPACTED TO 95/0. (SEE GENERAL NOTES 31 & 32). V O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003. 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') O7 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003. SEE SHEET 14-15 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. BENCH MARK: BASIS OF BEARINGS: 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER. # 6-7 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0.6001 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 14 REMOVE EXIST. BARRICADE 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' No. 36637 Exp: 06-30-18 ;9\C/V1� PREPARED UNDER THE SUPERVISION OF: �rMA D O L E 9302 PITTSBURGH AVE., SURE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 JM/EH DESIGNED BY: gi ring Communities for Life FAX: 909.481.6320 IEn GB/SCL :0 DAT CHECKED BY: WLI WENDELL .IWATSUR EXP. -30 160 1 CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19960-17 -2, -3 SCALE: AS SHOWN AGAVE AVENUE DATE: STA. 10+00.00 TO STA. 18+00.00 NOV. 2016 APPROVEII DRAWING NO. - 6/8/17 5603 2 CITY ENGINEER R.C.E. 51152 DATE 15 L7J J:\126-2659\street\TR 19960\ST02.dwg, 4/25/2017 7:48:09 AM, DWG To PDF.pc3