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HomeMy WebLinkAbout2045-719 10+00 11+00 12+00 13+00 14+00 15+00 Off!! f V o . 26.54 • Z 2 CJ 3 o +., M 7, 7 50.00 50.00 50.00 50.00 50.00 53.00 Q; cv 4? •-. p LLI co 12 Q � IO M Q ,0 3 o (IL71 Q �, �N ,to o� c O *to O + Q rw + (0 rr Q < AZI C -S d ro O.; atz -SAAA; Cum ` �r oic _•X- �tA o R -ODE -0 WAY 0 V RADIUS LENGTH TANGENT Q 12.49'00' t� 44.74 22.45 N ru + (4ol 89.23'00' 43.00 57.08 42.54 Q 2516,15 54� " 62.00 .-. 14.24- 4.24141. I c (39 _-• -- -- -' *41CU �'�3� •� -' Q• Q • J Q 1• ! "15 _ elf r� 93 L+I�i.Sto 41.72 I 50.0@ 50.00 50.00 50.00 50.00 � 2 S.39 La23 _s.. Off!! f V o . 26.54 • Z 2 CJ 3 o +., M 7, 7 50.00 50.00 50.00 50.00 50.00 53.00 Q; cv 4? •-. p LLI co 12 Q � IO M Q ,0 3 o (IL71 Q �, �N ,to o� c O *to O + Q rw + (0 rr Q < AZI C -S d ro O.; atz -SAAA; Cum ` �r oic _•X- �tA o R -ODE -0 WAY 0 DELTA RADIUS LENGTH TANGENT Q 12.49'00' 200.00 44.74 22.45 e 89.23'00' 43.00 57.08 42.54 Q 2516,15 54� " 62.00 27..9 14.24- 4.24141. 141005' Z7" 58.00 142.8Z 164.2o PLANS PREPARED UNDER THE DIRECTION OF: - !gf 9 GEORGE R. SAU R. . . # 13960 DATE MY REGISTRATION EXPIRES 3-31-93 15+00 0 DELTA RADIUS 5 6 10 Tff _ Q 89.23'00• - 39.00 F4 Q 0 3 48.77 E to m - 12.49'00' LO 40.71 20.44 -' A. 5-1:-37. 35 E C F . . C3�t CU N �U_ a .� • m to [U IA Ot'7 M p a m A • � 1^D q • �• J F 67.a .. 72• 7,9 MAT HLINE = 15+70=.0* -!-_ .dY - SEE SHEET 10 0 DELTA RADIUS LENGTH TANGENT Q 89.23'00• 25.00 39.00 24.73 Q 12.49.000 218.00 48.77 24.48 Q 12.49'00' 182.00 40.71 20.44 -. - - - • - . _ . +See social Note L_ Yoriable-------- -}. •- -t Vortablc L , • 1 h Side Opening '.1 Side Oprniny 1 Side Opening r 1 K I �- - Bosin�� ! l�a�in tbsin D Cf ( : t + lap of Curb .: : �L\ ► - C f "Ir Gr. -- _ - All Curb faces fquo� - - - - - - • - - m ; F�/.,t B � ; ,`�0� - St ra i h / Grode or see no ge line :' Hrinl tit r' SMo�gh l 0nude or see note" �- - ,f CASE A L} ► A_ -fee nota '•D" SCe �rula b '; D . t °Spacial Nole Where no curb exists, corbs sholl betj � Adge- Line constructed belween ends of t ocat Npretssiort Carb 'i' =r 4 - - .�� (t? ouncl Off j section stall canArm to /hot orcmahvllin9 aenc .9 J �•--j,-(L �- -- - , ,•br,r: Gut �- � tar t,n 'See Special Nola - _, 'txi ti. - _ e r t �� _. • _ f • .3f. ,,r Lui1l Po,nl A Y� ,.._-r?-:r/t B j 7 1 _ ... _G -- - - --i'- Wriab/e-_ _,.�----iVar�atI-e 1t -1 0``-;`�ys f 1? _ +.• side open - -a •- - ,__ SECTION _D - �y�EV TIdN Cf TuPorCurb' Bash? r>. CrNOTES 0 [A �2TRW�_'! a Local Depression sliolt be Cost R unless otherwise speul'ird on yc�rerul p/vnSfr.Gr. 1 �f b. flevatrons at outer corners shown on &ivra! bn. Iftw alevvliam are s c r`64 iwvl Curb fu+ y P Ps '- t ,�� -i-1 F--' ♦ /tie oulor edggy of Locol Lrprv. s - siir�l! cot,/brm to Anrshcd street sur&ce U -Si mt` ► t / 1 M �? Yurrab/e c• Slakes shall be sr.l to rade aloe lite ealle and o/un fl+e rid a line (au ter tlt 61Yir1� SacRs (ir>r- • _ i? !1- -- -Sita edge of actual depre ser/ areul Stakes of points `A4 and i`sholl be .rel i i Str-arght tirvcte- or ser Hale 1' _ 1 on a sMoiqht yrali.Y G-lween tops ot'crrd lreaJCt siifan u ��er tical c.ur re • f l see nolo n. These stakes shall not be rlr•+rinved until lust bellre the Sed _nole_'b m CASE B Dfinal finishing. - . ! d 0 .4 Amf unless uther)vrse sper:ified. �K-5 fbel unless otherwise spoil ied L -6 H - 4 inches a1)1ess o/fierrv:-se S, I)O 17 Of) ; he ge 0 r,:d 00/7 - See sfcciol M/e - - - - • I a f oIntS A .7n d B Shall he sel at N inches belo+6 t•.�sf�riy . % ;galler -9/- Side "� s' , _ _ ; l' Special delails governing the constr�ucfion a!• this Locol Depression or) C f t 12 ti (k •+ 1 r /2 r 1 rerl ical curt a shown on genet vl plan. � t ; � � 0p�•.Arllsl 1 1 � i 11%enI'C111b _ 1 Basin ' t• m, Curb c '�- _ NEFEfiENCEa REVISION[ LOS ANGELLS �:aljt4TY -rFIo+Y Si/'(ir. fir► •, 4 �• ,�' .,Irdr. I Flow • •t�1 �1 lacC� ; I'''....-�.�•' ....■ Y•r. Y••cn.aww Fl 1_ 5 t-iIGT 000 �.UNTf<U-- �L_�_ v \\ti �S�f�-i r:;�i �y i{7rioblz Xr +a c._a,.rtr-s ..R•s LOCAL DEPRESSION N0.2 ick „ ,. r�.11 .r tva. �� ' S l r'vt Ii t 1►r {tr/a ��r sc a +xi re P� 1 i B•w Si Nola! orftt FOR SIDE OPENING cnanytd 4'/0y CATCH tghSINS 13,1/r ! N . I- � p • i'rtirt l l' `',u a r r 1) 1AWW Aye _ Ser nolo 'b / - _ Sa_ nul�'b" CASE C 3•.) •tr stu,�h n,i•f A /� i5-!ilA! K■W11 i+6V ••C,1ra�w0{O •t OAT ._ b8 RE V I S I ONS No: Desari tion: =G/,PO_�TEo _ STR.EET /V.9�lF_5" Engineer City Approval Date: Approval ��-9 _ �w Date: ! •l4 • �� /s*. Dir/. 3 -- .APD 7R, i los'. -' _-3 flx L oTVa - .5 7"4- 4 - - 9Co IZCCo2 D2<lw �/u GS - 7/C /4275- 4 5-12d •19� E ECCfer7 j, -7e4 W IA) DETAIL A BENCHMARK:. FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION= 1313.04 J.P. KAPP t. ASSOCIATES, INC. CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92507 1714] 276-8760 CONSTRUCTION NOTES: -CONS-TR IS--4-t<�2•--•A6-©R••-CA"VLAL-SK-•--89C-T-1®"tom•-•A"N-- -AGfREB-A-TE--I-I &kSE--GVER-k2 O%-95?"GMFLA&•TED--NA-TI-1fE-60-iL- (Z CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL 0 CONSTRUCT CONCRETE -CURB AND GUTTER 18" CF PER CITY OF FONTANA STANDARD DETAIL 1011 ® CONSTRUCT 4" THICK CONCRETE SIDEWALK -68N6-TF;OJB*-&T-ANDARD-9RGGS-- T-TER-AND-•SFLANBREL-- -P ER-e•I-T`lf-QF-FON:FA*A-'rT-ANaARD--4E�6---kG4• ©ADJUST MANHOLE COVER TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 /=A '08-T�br4r�TEFI-►VAL•••1t�•T BRArDE• �8 --'8-kwet T-E-)ttS-T-I=N&-eURB-&--S •TER- PAVIEMENT ®--P. F1• MA RR+GADE- � S -T £ONRUGT--RA�RSD•-CURB-RE-T-WRN- PER G -I- I I F F©N•T-ANA ANDARD-4-Q4A- +NST-A66- -TRCE• I; I I [�- 6DQ-1 Z•GI - �RESS�E-SflG�P�l--4Wf�RNAM�TA�R��E.�- -•a QINSTALL STREET LIGHT= ('9,.300-=H IGH PRESSURE SODIUM) W/ORNAMENTAL POLE eEMFS-Tft&T•- L-a&AL--®ERRE•�S&MN- SEE---'-•-2jAU­HEREBN= CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drown by: `STREET IMPROVEMENT PLANS Soule: fA� I Designed by: t _ Date: F. C. TRACT NOs. 14275-.3- _-� SEPT. 1990 Chocked byz�.[1�� x.7_93 Dwg• No. 7 Approved: L G.R.S. • ..-- .,glo CITY ENGINEER R.C.E. 25126 2045