The URL can be used to link to this page

Home My WebLink About5603-4Curve Table Curve # Delta Radius Length Tangent C1 26°28'28" 320.00 147.86 75.27 C2 47°59'51" 300.00 251.31 133.56 C3 47°59'51" 280.00 234.56 124.66 C4 4°18'48" 320.00 24.09 12.05 C5 10°00'02" 110.00 19.20 9.62 C6 110°00'05" 60.00 115.19 85.69 C7 90°00'00" 45.00 70.69 45.00 C8 90°00'00" 25.00 39.27 25.00 L=147.86' 0 . -t--+ L=46.86' L=39.64' L=24.Oy _ 10000001 L1 O.C. 50' V.C. u _ O.C. L/4 O C U O w P.L=85.39 - III - L/4 �'�' L/4 L/4 L/4 m Ll4 0_ j w w Ll4 Ll4 m ti 0 ti ,� c M L o CO CO ti co 1� � �n � o`�o ocoo co � CD °O c+o N C:) LO �o 00 + � C i oo _ �h 00 M � CO C-0 oo CO 00 oo °o � M- CCJ e!7 N + N N rn rn iiiiiiii iiiii�iii�Jiiiia.lJF_t7iii .Il..�rr®�■ N CO CO 4 N 00 0 0� FL X -GUTTER- N CV 1.10% � I I CO LL -00 L=234.56' M1 o U o W N O 0Oo o r` N + rN 0 0 0 0 00N 0 0 0 0 0 M -0.60% L=19.20' TAN.= 42.71' OT M� -0.63% L=115.19'0.c. 50V.C. P.I.=86.51 00 132.595' 25' 25' r-_: CO �� moo U� W � 0.63% Line # •■ 10000001 L1 Iii 11== u _ i 5 - li •■ - III - dJ � Ilii iiiiiii •■ 0 .iii.\rtt7lii iiiiiii� iINEW m �: � • iiia L=234.56' M1 o U o W N O 0Oo o r` N + rN 0 0 0 0 00N 0 0 0 0 0 M -0.60% L=19.20' TAN.= 42.71' OT M� -0.63% L=115.19'0.c. 50V.C. P.I.=86.51 00 132.595' 25' 25' r-_: CO �� moo U� W � 0.63% ID 0.345' TR= -2.84% U W Line # Direction 10000001 L1 iiiiiiiii iiiiiiiii�\iiiif'�.'t>•iii�\iiiiiiiiii iiiiiiiii i M rn i 5 `� ilii iiiiiiiiii iiiiiiiiii iiiiiiii� - -iiiii dJ � Ilii iiiiiii •■ 0 .iii.\rtt7lii iiiiiii� iINEW m W I) ID 0.345' TR= -2.84% U W 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 I 4' M 0 0 _ ` C U A`\` Cy,L� � M W CO 000 Lxi 2 M(- 00 Ln N o�O Line Table Line # Direction �� L1 iiiiiiiii iiiiiiiii�\iiiif'�.'t>•iii�\iiiiiiiiii iiiiiiiii i M rn i 5 `� ilii iiiiiiiiii iiiiiiiiii iiiiiiii� } 2 12 1 Ilii dJ 11 CD Cn Ilii iiiiiii •• iiiiiilii iil�-GI J.l. JI• JIIILJCs�iil�irii�iiiLJ�Aliiiiiiil llllllll�\llL1..�i'LR6.1..�1'1�llllSi��lll�►df.:7llle9rlillllllll iiiiiiili lllllllll m W I) eo � Illi iiiliiiiii iliiiiiiii iiiiiiil llll llllllllll llllllllll llllllll II ii � iiiiiii rn rn iiiiiiii iiiii�iii�Jiiiia.lJF_t7iii .Il..�rr®�■ t.�!!•iiiiiiii iiiiiiiii CO CO 4 N 00 N oO ilii iiiiiiiiii iiiiiiiiii iiiiiiii 46 11 44 d iiliiii iiiiiii liiiiiiiL]e'�ir.� ..>• la=Jc®'lllla.rilll�r iiiiiiii�V PZs7irt' G n. � le: ■ I _ r i!a r.-'iiitiiiiisa llllllll�r��lllllll r_-�llllllll� r`r__�lllllll - � I llllllllllllll�r llllllllllllllll� llll lllllllll� r ., � _ llllllll llllllll� �' ■ . ■ ! ��iiiiiiiiii iiiiiiii iiiiiiiiLJ �i1-111di1■:1LL� i�1 iiii��fliiii�l iiiiiiii�,� 1'iiiii irfliiiii�liiiilliiiiiiiiiL-Jl7iiiiiii \r'iiiiiiiii iiiiiii - .• ilii iiiiiiii�s �. � iiiiiiii iiiiiiii� iiiiiiiiiiiiirss'.s+liiiiiiii iiiiiiii� iiiiiii �lililil - iiiiiiii�:liiiiii iiiiiiiiiii iiiiiiiii �■�iiiiiii _ I I 111llllllllll llllllllll llllllll li it - lilillli��lililll iillliiilii ilililiii�ilililll Ili illlililii ililililli ilililll= Ill _ lllllll llllllllll • llllllllll • lllllllllllllllllllllllllllllll� Ill �� = _ ll i 11 l ll_l_i� �ill� iiiiil 111llllllllll llllllllll llllllll i • �iiiiii iliiiiiiii iiliiiilii iii iiliiiilii iiiiiiiiii iiiliili� ■ i • ____ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilull illlllilli illlilllli ililllllli illlllllii illlllilli illlilllli ill illlllll��_ !``I _ �.r ll_l_l_l_l_l_l_i_ i_l_l_l_l_l_l_l_� � •I'1 iiiiiiiiii✓LiYiiiiiiiiiiiiiiii= 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 I 4' M 0 0 _ ` C U A`\` Cy,L� � M W CO 000 Lxi 2 M(- 00 Ln N o�O Line Table Line # Direction Length L1 N79°33'00"E 42.71 ELDER WAY SEE SHEET 10 7 12 X / J �rMA D O L E 22' 22' 12' 1 co rn a o M rn i 5 `� 7G } 2 12 1 fo 9 dJ 11 CD Cn N0. 19960 - 2 N W W 000 m W - - eo � o U U v rn rn + CO CO 4 N 00 N oO 7 12 X / J �rMA D O L E w 9� x P GT co rn a o M rn i 5 `� 7G } 2 12 1 fo 9 LOT "A" �L TR. N0. 19960 - 2 PARK N TOLL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. PROP. RM W 4 50 REVISION DESCRIPTION SI 28 TR. N0. 19960 3 9 4 5 6 7 8 00J 00 W of cl- NCLOU I � rn� >_ H I AGAVE AVENUE DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 9 JJ Ll U_ 00 '� Cq co0 U ch j w c_. co N M pip t--_: 00 YTP 11 32 �TYP c8 � \ SII J �rMA D O L E 13 5 PROP. SEWER 11 30 1- TYP -N E �-31 LL � 2 89032'57" _ co v RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 o N 12 PROP. WATER } 2 12 1 �[7 W CO 43 U Nado N _� + rn - - - c0 00 J�f PROP, R/w W tri = 4 49 48 47 46 J N H 45 � 44 M ai 9 TR. N0. 19960 AGAVE AVENUE DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 9 JJ Ll U_ 00 '� Cq co0 U ch j w c_. co N M pip t--_: 00 YTP 11 32 �TYP c8 � \ SII 11 32+61.94 AGAVE AVE. = 20+33.98 DEER GRASS DR. 'III �� I111f DEER GRASS DRNE SEE SHEET 13 EC 85.35TC;84.85FL BENCH MARK: # B-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 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' z�� No. 36637 Exp: 06-30-18 9\C/V1� t 01 PREPARED UNDER THE SUPERVISION OF: J �rMA D O L E � LL U v RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 mc.0c?CLIl DESIGNED BY: J GB/SCL CO 43 U Nado N _� + rn U N M c0 00 J�f U W tri 11 32+61.94 AGAVE AVE. = 20+33.98 DEER GRASS DR. 'III �� I111f DEER GRASS DRNE SEE SHEET 13 EC 85.35TC;84.85FL BENCH MARK: # B-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 OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' z�� No. 36637 Exp: 06-30-18 9\C/V1� t 01 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: ng' eering Communities for Life FAX: 909.481.6320 GB/SCL 52t5 1/�. DAT CHECKEDBY: WLI WEND LL L. IWATS RU EXP.t-30-14 CONSTRUCTION NOTES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. SEE GENERAL NOTES 31 & 32. O 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. O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006. O5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.1002. (W=16') O6 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. O8 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. 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 14 REMOVE EXIST. BARRICADE CITY OF FONTANA, CALIFORNIA IN -TRACT STREET IMPROVEMENT PLANS TRACT NO. 19960, -2 SCALE: AGAVE AVENUE AS SHOWN DATE: STA. 25+00.00 TO STA. 32+61.94 NOV. 2016 APPROVED_9'. DRAWING NO. 6/8/17 5603 Ll Y EN INEER R.C.E. 51152 DATE J:\126-2659\street\TR 19960\ST04.dwg, 4/25/2017 8:06:35 AM, DWG To PDF.pc3