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Home My WebLink About6216-6Nt=zaD W M=10R 58 s"fill — --- --- ---- — _0.-- ----- -- --- ---- --------------------- a�x-D.41.x _OZ1x M07 5B.0Y PROR a° WRB lDC LOC MTC O )' LT OF CA VC SD.W,I PA=10]B.50; 1079A8 RT MTC rnN Dau. D.z4x RT MTC ((ossxT- (o.Re10 _ 071xi \\\ RB PROP e° CURB PRO 5° LTWOf CA a MiC O ]' RT `EY GROUND C CL OF CA s s m aFtjr (D.e)x) F asx) �WSONy DRIVEWAY IXImNC DRNEWAYS PROFILE SCALES HORQ. 1'=40' VERT, 1'=4' 136 137 138 139 140 141 142 143 OLEANDER AVENUE VARIES I I Rd I i i 4 z + EOmNG R/Y! Z �. ��. DOmNG fl/'N Y-¢rze' VARIES VARIES NAINTEWNCE WAIX-4° THICK 2'Ia 13 Y 1�2' NANIENONGE WAK-4° THICK iD BE IEVR WIIH PROPoSEO TC TO BE IEYEL N1IH PROPOSED TO n / 8° WRB PER CITY OF EONTANA ITS PRIE6 PNO, STANWRO ND. 1000 iC PER PVN SIANUDRORB 1W TC PER PLAN 4 n — E USING CeC _ 1e srREET V SL VER AVENUE I3 c ba F5 � IX. AC PAWTAEM 1 E. AB ((.2%) IX AC PAYc]AEM vNosCrPE (ps) IX AR w`' 1 e za DER la3 WF b H142 Na8.30'01'E iaa _1 —_— _ � _ a 6 '9 7LEGSTNG CAG x '" 1 I e SAMCUf NNE SAVlCUT MEDIAN DETAIL UNE a @STA. 131+75.77 TO STA. 138+61.20 — — ..NG R/W lill ... R/W M IXNO— O PROPOSED INPflOV➢xENTS I'. PER SEPARATE PVJI \ Nf5 Z^ C L,',. Q C G ^ J a G< l a PRDPDSED R/Y! r' N s I�Z N a o ryZ dOQ 4Y E 3Y'?1 ARI VMIES PROPWHERE APPCABILENG -] 0-5 IXNG 6ITR/x' B° CURB PER CITY OF FONTANA S STANCARO NO 1000 TC PER PVN OLEANDER AVENUE LEGEND & SYMBOLS E( AC PAVEMENT EX AC PAVEMENT a 1s /r CONSTRUCTION NOTES CURVE TABLE CONSTRIICf Aa OrEflLAY 0 CONSTRUCT 4° P.Ca qO D 40 aD 0.1' MIN. PEfl DEAL ON SIOEY.'AUC PER LTNW O1 SAVfOTR k flEMWE IXERNG AO PAWNG PER OEWL ON SHE1:T) d 120 EL a (zx_) Ex )'a (zx) VVII �_ f➢MP114 510. ND. 1006 CURVE DELTA RADIUS LfTIGiH SHEET ] _ — CONSTRUCT BS° MIN AC PMELIEM OVTR BSR CONPACTm NA1NE SUBCPADE PER SgLS © ® RDIOh ENSIING P. ° ° ° ° ° � � � � SAWCUT UNE ENGNEEYS REPORT AND GENERAL NOTE 3P C) 11'S2'57. 2BO.BO 5B.07 J EllGE OF CWSRNICT 8° CURB ONLY PER CITY OF FONOO A M. PLAN NO. 10W CO 11'SR'5]• RBO.W SB.O] E(ISIING AC IX EAWCUT UNE EMEN PAVEMENT PM➢IENf = PWEME SAWCUT UNE 1® CONSTRUCT 0.1' MIN. AC O E IAY PER DETAIL ON SHEET ) W BOW'W 1.00 1.57 CONSTRUCT AC OVER AB. PER PRDPOSED STREET LIGHTS MEDIAN DETAIL ®1 CONSTRUCT LANDSCAPE MEDIAN PER DETAIL ON SHEET B. UWD 140 PER SEPARATE TWILL SECOON EX-N. STREET LIGHTS a STA. 138+61.20 TO 140+97.57 Q LANDSCAPE PLAINS .- ]1 CONSTRUCT 2-2S°AND 3-3° SCHEDULE 40 POLWTNYL CHLORIDE (PVC) PIPE SNFVES CONSIRIICf 8' PM PAVEMENT ObR 6' MIN. OX WMPACTO CRY OF FONT" NfS FROM B OF WAX TO MEDIAN PER CITY DF E'ONTAIN SfO. PI,N ND. 50I8. AB. (SEE STD 1005 FOR 8° PAVEMENT SECTON) WDID: 8 36C395455 MCN20-000050 ELPC21-000066 SEAL - ENGINEER PREPARED IN HE O FlLE OF: NOTE: ADD 1000' TO ALL PROPOSED ELEVATIONS �� 1�� A�II� ll 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 NAmI °W4 ( C w,�o A A e o T a. i A $ $ O L A Y £ $ ExGIx¢RING WxSULTAxs 3)ee NCCRAY SRREEf RNERSIDE CA BzsoD PH, r1l) eae-10)O PAY 951) )Ba-1458 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN BENCHMARIO 815Is OF BEARINGS: IaxT oR G rAn DUKE SLOVER CITRUS PLAN & PROFILE - SLOVER AVE sxm t 1 1 B60RC Y0D PREPARm DER T DESIGNED W.RJC CHECKED 8Y.— mu REVISIONS TO THE PLANS TO BRING THEM INTO 1�0'a"��✓�� SUP S F: R.C.E. N0.: C71588 RJC� 16171 SLOVER AVENUE 7/211. REV. REVISION DESCRIPOON DATE ENGR. CITY DATE �� exlex 9 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. J R DATE: