Loading...
HomeMy WebLinkAbout6289-3CA — Fs R ch E'LY N 9 TICEF 2 ERST e• s 8 th -- j CA FS tl�x� W c � ^�R 1 1045 2z s.c E'LY TC REUWGW WN P ] W'A �n q BaB' IJu 4 5 (taaeU � NI STA. 14+52.70 B BWAAr B STA. 15+00.00 R Amy D R AmM1�n0.'0 R/Y AlW 330' ]' 1A5 10.5 s• I s' N(Ee m" P Imo PRCP CAC STA. 15+50.00 STA. 16+20.2B BCue' VBeP. - 1' = 4' - d vd Id d id Id d d d arx Ram as z ozaa as s Pw ozan- S vn oun �' oaaa ee oe N ozen €� NF' k G avw oaaa as z MENT IIIs z jj avn ozaa J ` �_ _ _ R: W ff"1 _ _Ld _d _ J—R �i $ Rey__ _ —_-._ STREW NOTES . � _ - - P PRBIECT N PW£ ENs11N6 INPRB�fREM (PEA tl oSAKUiUCkrJUN g�5�11NIG NPR01f1Qlli Y ��. sX �_ _ • . 'ti. �••�. • _ OgtlXO MIAO ONAAY� Ey�1p511NX6 IC P�xBR. YNNUI OEPM R' (5' YN 1] 1 1 VIt�X�M .a, �. __ - • . �� -. .� � �� _ 4 CgISRRUN WNNEACBL WI4E M4R�YA1 169LCEYMI( PEA1. _ _ __ ••' (Q\CON aF PoMA`U SIB ION. �: • � 5� - _IA pk' „�� '� �3 , '.. � P. .I. VN�YlfM 4 OIMNO�IGW AiSIP01A cP�H O�ETOAL�' RTIWB. I] �� I ��� s t a .. s a .a,F d'. 3 a_ - Bs a e• tole ,wo GurlEfl Pm arc Br EaTuu E eflr I a R BMNN BgIRBax aIe IEMNI Aags NJv PEA qrc Br EIXRua ] - : I OCOEIRBq AA PAlflpf 45' AC q.W Y q3 VhR 1Y XxM mL 95i RBAINE � � � � � KaP,¢ml, wen ImI¢xncu NaBgr Pm mIWL ho¢ n _ O u, ID OVER" WRESS (a) BE COORDI VIE0D M MNY �'AREPJ a a N — 12 PENV�E geIING NNFA SERNCE CM AT Nall. IOIJOB _ .`� � ^ �: � � � _ OPENW�E ge'RNC TPq fABN PoR1C Poglf-0E-YUY. A MBR9 ••W— +� _� - �`' OPENW�E ge'RNC PIIMMAY pWX. CURB RETURN 'DETAIL A' AUTO DRIVEWAY 'DETAIL B' AUTO DRIVEWAY 'DETAIL C' .^ 1TRUCK DRIVEWAY 'DETAIL D' caxsmLcr WN:rEE SPANBrs3 PFA qIr or RXRxu SEE SHEET 2 SEE SHEET 2 REE)WOOr—) AVE. SEE SHEET 2 SEE SHEET 2 16 sIA e9A OPBIICAIE eO5M6 NO VALi. 1B RE]AE geIIW ASPINLi WNCPEIE a-. PA HATCH LE03END� IO9 TiENBE geIINC CIXICREIE WPB NIO CNIEA. Lfie iotle Cure Tate O OR RILL — AC —ENT —R. OIR1q.£ ghTW BONE MPRBACN. INK IILm91N ffNBNC Curved IengN Rotlire Bello TON. ® OS B. N!a KAENAY I.M.IXAC WV']IEM. 21 flEAAE geIING 90gWA. Q TiENBE geIINC ACCESS PJAP. LI 10024' 9 OB' S0.60'E L1 ]ib' S0.W' RW24'09' M.BB', O CONSTRLCT LOYM%NL WNF APPRAVH. ©I I —Ea SIRFET LGM PEA sEARUIE PM k PEAYB. L2 IJI.00' 09' SO.Wi C2 1951' ISLB' ]4'31'22' 11.41' QS CglSIRUCf 5' MBE sIBnINK. ©4 PflgeSED MYIY SEANCE Pq SEPAAAIE PV11 8 PBWR. Gl 1951' I5.W' CA4S 1199..5511'' 1155..WW' ET432Z'D2'' 111111...444111' ©©5 —R DA YSE NNIEE kV SDMCESYR9r. 2EERG STUN. FDMWN fiELOCAIE ENSRIG M Hlbl G 2055' SBAW SB4Y13' 14.21' 0 20 40 00 120 C] 213] 2SOW —SW 12.62' SCALE:1'=40' BASIS OF REARINf9S. TRENCH MARK: ��� OF P, p— U.- rN. s,p® e.e or : CITY OF FONTANA, CALIFORNIA SHOULD WS NOT Co MENTHE THIN TWO p.MR4tp �) z aE s ,Iv� an ov roxcwa ecAe'xxaaA• xo. �rr � s � Thieves En ineeArn , /nc. IMPROVEMENTS NOT COMMENCE WITHIN TWO 9 9 STREET IMPROVEMENT PLAN Ltl.J) 66SED LCNALLY W£AI£tN 41]IITMWU.SLY gTHUS AVENUE R BAN BERNARBINO AVENUE YEPRS OF THE DATE OF APPROVAL SHOWN HEREON^. ell �EDWAOOD AVENU ENxE NWL IN IEAB - 6.46' vrtsr of Nrrc DIAL AND CARRIED FORTH IN A DILIGENT MANNER. THE + BBc Ra NIN * ^zMINI—"V"eN—1 oM.� � AS SHOWN M/�Z6marw)' �naepr)r u'zs I¢PST¢ INsr BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE r "'' "-"-N /� STA 10+00 TO STA 18+00 HwmN C[tJTfRWE a NArtNJS ¢f E[EY�I!!ON = 1136.6T (AW40 / l9lJ AW.J oOU DIG "Kt C VLF f� ' WC FG o: i aoi� PLANS TO BRING THEM INTO CONFORMANCE WITH FBf CA`A90 rLa¢¢ JJ STANDARDS IN EFFECT. JP wm ;'' 4