Loading...
HomeMy WebLinkAbout2902-8 T. _ « _ .. ,ems-iw. ino: r :y,. . . ! : . . . c:a „„)., 100' C 100' C VV 1oa.- v • • ► 39.90 84:14 ' - .. . C . PI 15+2'5.00 PI ® 16+25:00 in PI ® 11+72.00 oo Mo • rn EL. 1050.93 c� EL. 1050.53: ;citsto . O.0 OC o EL. 1:050:02 no - - - : o M , PROPOSED:TC . o c�i of m N m ... m G 1 0.41% G2=0.40% G 1 0.40% G 2 0;.40% o N • o �n m o ; G.1 .O. 0% - + o 0 G2 .0.40 > Q o n M o o co o p � o oU o_.. 0.53% CO • m o rs : o o M o o "? 6 C F. , + o . ! : - �' N O O Ir O ao O ap O a0 p O O c0 '� n N. c� j o co p r� rn :,____L :_ :__ q N . NW 1. .....47 O di : O O : + o- --- + O _ : O o O co M � o o rn o rn uQi ; r � N Li) � LC) m O 0.,40%, _,. ;-. .. ' 0 o a0 o + + o + p u7 0 �n N o + N rn + o + o + o + + o 0 ,_ M ,n o + o + co FOR: CURB RETURN uD : o N • •rn //� to in to - O co N N O • (SEE SHEET Z) rn uI. N p .. w 50 LT. CURB - - L •U n B. • C NOi. 40: 1044.•13 INV. 0 PR'POSED TC__ _! Fn Y 0 50' VC C,B NO 3$ Z i._- 6" C.F . ___ _1041:88 INV. ,_ --_ _ _ - • - -. - _ -- - cn z „ Pi 100 VC ' 100 VC EL, 1652,36 .rH = y G1 0:4oA r is P ® :15+25.00 PI 0: 16+25.00 z o a rn I - co 0 ' : 100 VC o a G2- 1,15,• 'co m -o • •: EL. 105 .90 EL. 1050.50z :p.... • v PI ® 11+72.00' v - - oo 8 �c�o o m - - cD _ U w m O Oo oi 'M w SCD m 8 o > G1 0,41% G2- ,40 G1 0,40%' G2-0.40%0 co d o 0 0 > > w: . tr �r �n EL... 049 99 m � W . .,,,,,t- � ,� O o ;'PROPOSED FS - o + 'O ! 3 ! • : O N O 'fit p N J` O CIO -- .N tfD : 8 ao _ O 44D : 8 M 8 M W:tq :• m, p + NT.•- ! oU IG1-0.40% G 0.40% U + �n TiTi..4..L.7, 12 0 • o r o o � Q5% 01o � o � o 0 o cD o o o-cfl- � • r - -® CENTERLINE _ 1.m : : - , .: o . Opp ONO CCI Z.MN0,U Q m U, : : :.0_ SO O O N O O O O O O N SCy 00 •W w O O q O O. i` O L in O u'I rn O O. in O + N O'; •Nh O I'� O J+ O O O) O t'� tD'I .- O iC) +. O N -�- O r - - - - - r + o + o m + co + O co U: a 0:.4D: : p: o N o : • o 0 op o po o N ;• R lw o rn N rn ao , �\ O r 0,40% - : C L 50 U .- .I 50; C L - 50 L' 1. 0 1 0.75% c y • • r . o Q �, - U PROPOSED FS T. _... EXISTING SURFACE I- w -ea EX STING SURFA E -...- . ENTERL I NE .-. M I C C CENTERLINE : ,n {n rn W rn: ® CENTERLINE 47.12 ,... 47.12 39,90 8414' 100 VC PORTION'' OF .100 ; VG m A/471.11 .Z8 + + 4-11 78 - O.C. OC. . 100 VC P I ® 15 25.00 P i f� :16 25.Oa ISD U W o : m Lo N r • EL, 105' .93 EL. 105' .53, I.N. •0 .. cv o ., p 0 0 w o .PI': ® 11 72.00' ! am _ _ _ � M N � ,,.�' U _ _ - -o to O M , 4n c�I > G 1 0:.41% G 2 0.40% > G 1 0..40%i G 2-0.40% m ao r w d o •o cv �n ': ....:.. SCI. ..: .... ...... _.: .......r_'.. r._......r . ::�.. .._... ..... ... ........ :.... �� :....:.0 M � • :_. ......... ....-t.. ........... ..... ..... ... ... • ....... .._ ......_.... ... EL. 1050:02 � _ V i m Cr ap w o M w ccI U ca � N o.;. U U r,n ori w ,� : cv = _ d w w PROPOSED TO o m an c; G 1 0.40% G 2- 0.40h > w ' 0 I d co o o Up o o N o 0 + o �n ' �n tfD = o U o m r• o o m o m cQ n co _w _� +cD ,, _ . -+ ....,,. o uD. :53% • -' O M : . . O co , f� . 8 m , -O C, : O - O ,o k o ' Q N Sp c0 ..U .O S r r. (O: f� O :6 + O --. ...Cj.. -_N :- o � cno �- .- o � C.F.! N . : : . O M � 'O O O N ; :a O ; iO O t0: ^ r • • O ^ • O co O 4� O O .O rn ' Opp ' O di p � '+. CI �- O M tC) SO :4=, .SCD • O O O O � � m : : ' . • • ��', or to o + o + o o +n ,n � ca 0 , , I N O i � CV O i h • _ O l(7 M � +. O to � : + O :,+ O T. O � ; !. i -. '. - FOR CURB RETURN M d + o ' o + o + o + o + o (SEE SHEET 7, o 1 0 40% , 'S T, - 50 R CURB N P U O' • e • C: N0: 41; ®!X GUTTER f ;. PROPOSED TC 1046'.57:INV. FL 6 ;C.F. P ROF LE SCALE 0 H R Z 1" . 40' VERT: 1 . . 4 • 10 11 12 13 14 15 16 17 18 19 20 21 22 ED II I I w Q 0 w I , a) Q e II- N LA cKINO m• N I /�� S r J t0 ITZ11,.., mU U •m n m SEE SHEET 22 FOR C CO _ w 791 > 201 202N 48 • / = o STORM DRAIN LINE "B" , + 195 - '9P 'FL L',7) co PLAN & PROFILE 336 ' W 188 in 189 190 SEE SHEET 26 FOR 192 N m • 194 1=12+27.53 EBONSAI LN. 796 197 , 198 199 200co 0113.60'6,6 . 02 ' I / W 335 © + �� 193 STORM DRAIN LINE G ? 30 i W 13+59.97 ECR 4 N © PLAN & PROFILE CL INTERSECTION o O (o / (� 2 13.60' 7- J: 92.30' 62.00' - 17.04' 60.00' 60.00' 60.00' 60.00' '64.00' 60.00' 60.00' 60.00' 60.00 60.00' 61.00' 47.56' CL INTERSECTION t o ,,I "� 0 O �- ____ , _WE' / 52.10 CJI 10+00.00 EUCALYPTUS ST. o j Q N �1 :,,, /® r, 203 13+06.77 BLACKWOOD ST. 30�49.06 _ . 48 75 - 49_32 FI _ N FL g' 8 W N 49.77- - - - = 2- -00111111111F -8" W - - IIIIIIIIMP - - - - S - - - - - - - - - - =� 8„ W 51 8�` - - P 10 I 14 0 1 1 N89°04'00"E ♦ ♦ - _ 17 18 N89°04'00"E 19 _ 20 FL 21 - a, - + 1 - - I - - 1 - -I - - - 0 O1 N 1 ClM N � „ ,n ,`. 50.43 > C� ' •.03 48.99 cn 8 S 4�J.32 49.77 n 8 S x(7.22 • X4. 4 50.52 50.64..- 824-.56 - - - 8„ 5 -5 ( • itil ' T' ao ao o O -O FL O 1.89 52.10 ip, FS FL o FL \ FL o • 1 FL - 1 'IG FL FL QFL u � \ 105:81' f 107.00' 0 N 25.04' 60.00' A 60.00' 60.00' 60.00' 47.21' .kA'� 51.00 4110/wimminimmisimmimiimismilmilll �� 47.00' 60.00' 60.00' 61.00' 60.00' Amk 25.57' 32 -�11211111111111111.00 �� 204 © e _ m18� 1 Oii Z _____,W12+66 36 BCR s6>, ® F� ® n 4 p _ 224 O 223 W W Q 207 206 V � J Z Z 217 216 215 214 213MATCH LINE 51. SEE SHT 6 210 209 208 58 . 85' m - 212 11+79.53 ECR 06 11+79.53 BCR o Qw 7.64' 205 I . 01 �2' I18'I 8' 1P' i l30' '0' iii + V J J m 2 8 3 ' 22' F�• 22'l: r' m 211 N o U u d M 121_d 14:( in o R. 34' 34' I inN m BLACKWOOD STo . Q BONSAI LN. E M EUCALYPTUS STREET u REDMAPLE STREET , u)rn 0 CONSTRUCTION NOTES CURB DATA CURB DATA ¢° N ./:' OfESSW `a O CONSTRUCT " MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. r ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS j-c) ', .' (SEE GENERAL NOTES 27 & 28) 6 89°04'00" 170.73' LT CURB 1 90°00'00" 30.00' 47. 12' 30.00' CURB RETURN • ;' ,�� .10�11 . RECORD AWING O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 a 7 89°04'00" 183.06 ' RT CURB 2 90°00'00" 30.00' 47. 12' 30.00' CURB RETURN ` ;? ' ; ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 0 3 36°52' 12" 62.00' 39.90' 20.67' CUL DE SAC ',,`� �Id'�30 2 0 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 EXP.Sept.30,2006 Gj N 4 253°44'23" 38.00' 168.29 ' -- CUL DE SAC ' ENGINEER: . © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 00 5 36°52' 12" 62.00' 39.90' 20.67' CUL DE SAC '' ci,,7 ..,cIVIt. ,,. 7 TRANSITION FROM 6' TO 8' PCC CURB ql (SIGNATURE) (DATE) O 0 1 H IT -. w Do ir REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CC p d BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED s CITY OF FONTANA CALIFORNIA A RECORD DRAWING 47 /f�i!'1 � /l� THE BEARINGS HEREON ARE Q�OFE SJpN� EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO . STREET IMPROVEMENT PLANS FOR 0 BASED ON THE CENTERLINE <, R. �� T� TRICIIT/Ta1 6074 o OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� � !� �, 27555 YNEZ ROAD, SUITE 400AS NORTH 89 03 21 ' EAST TEMECULA CALIFORNIA 92591-4679 SCALE. m cH1SELED Box IN HEREON AND CARRIED FORTH INA DRAWN BY. EUCALPTus St. REDMAPLE St. AS SHOWN40 0 40 80 120 C111 ��� PER PARCEL MAP N0. wNo.43090 m C❑NSULTING o EASTERLY TOPCURB, DILIGENT MANNER, THE CITY ENGINEER soss7s.eoa2 • Faxsos.67s.724O . www.RBF.com J JC BLACKwooD sT. o , DIAD ///� TWD W❑RKING 12195, P.M.B.158�28-40; Exp. 3/3i/o4 132 WEST OF BONSAI LNJOB NUMBERilly TAMARIND AVE.; 60' TO85' EABEFORE ��"� �► 4.)�aYs BES❑RE FOR THE PURPosE of %His MAY REQUIRE REVISLONS TO THE PLANS TO sQ PREPARED UND ' THE sU��o RVISION oF: DESIGNED BY:YGU DIG YOU DIGSOUTH OF TAMARIND CT., MAP, SAID BEARING HAD ��I1� �� .• ACK �ODL T. TO 922' EAST OF BONSAI LN 1rj-100187 Q GRAPHIC SCALE BRING THEM INTO CONFORMANCE WITH F�� 500 SOUTH OF SLOVER BEEN ROTATED CLOCKWISE TF F� UUC ,APP •VEDBY:' � �� DRAWING N0. �TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT. °F cNv. DATE: /t iA PUBLIC SERVICE BY UNI)ERGRUUND SERVICE ALERT 0°00'39 TO NORTH - CHECKS_ �.� ,� /2/Wer, 8 P �`' 89°04'00" EAST. MICHAEL A. MAN RCE NO. 43090 EXP. 3-31 04 MAT ♦' r A i 36 ?ZG TING CI E- C.E. 51152 DATE. I