The URL can be used to link to this page

Home My WebLink About3399-7INIMMME11111111111MMIIMINI MINIMS IIIIIIMME.11111.11111.111 'MERMEN.. ============= 111111MIIIIMMATErdirdigiiMMIMMIIIIMI.11111.111 =111111MINEM NIEWIIIII IIMEINIRWIENEW MB= IIIIIIENE 1111111111111111111111111111M MEN! MINER =Mini WOMB WIWI= IMMUNE 1111111111111111/1112111MMENIIMIIIIIIIII =IMO MEM MINENENNINEWI iNEINIMEO MIR= EMEENEI 111111111•1 MIN= WEE MIll En NM 1•11111•1111ENIIII ME WEI Will ME an= IENI MEI NMI WM= MEW Mi =MEW AMR SLIM VENEER WliEIN ==2: MI Immo= =NM% 171=EMInn...• % IIIIIMMIWW!!!=inElEMMW innE111111111111111Mt 41.11:pi 1111111110 ne=1111 VE1 brriZia gr;rep 1-Q NEL% 111111% '1""--7,1"t"M•iird -.Mt= worwl muldow 1.• anamnina. smal 0,MmrL NEMER WEENIE EINEINE 0=1E1 ME= =EIMIME ERMINE lInnntil ill IMMUNE WIIIIIIIINIONINEW MI ================ 111111111111111111•111111111111111111111111MIEM111111111111111111=1 MIMI iss•-•=0Amr... -55Sgamin-- ..... Xi • iiMi alliiitiiw-- .- rai Imam' i -N4WI we smol ol OR --i NEM_.__ =EWEN i IN MN • OM la a WWI NM MI MI ill MI EWE ME IMINnl • ill • MN 2 EIe Al MI= = .....bas....111: MENNE NEE= 11110111E11 NWEINIEWENINI IIIIREINI Illn11111111NEINEL' 1.111GEENIEINE =!1.1 EnimIlillE111111111311111111•11 111•11111 111111.1111 INEWEI 'TEM "MI • RlEll • 01111111ENI • EMIll • • 1111WIIIIIIR ER UM= I "b4 IBM OE Mil 1.1 e s 117.11 111111 MI WNW Eli Ell El ill E ga F;211 ill EMr "..4;M:1 --L-7 mows .c. = li MI W% We Enl.....tii....Ti. b.,416. i WIN•ME In ..i IA, ._. n :NE agiffaa INI,I,VM:+a14.,...1....2=1,.61.a•"_,. _11_,................. ..... I . 41=7.711=raimmwizin....w .---...... N.. in A urjOmenimr_memprom,111...1•1111;;..... lilL link RdlinEE INEIn• WW1 ManwArgiew =man sur AIMEE INIENIEW =MEP somiud =L. WN.WIIIII•••••11E111111 Mill1111111111111 '11=11=11•1111=11111111=1=1•11111MIONIIIIIMINIIIIIIII1111•111111111111111 aiiiimillNWINIWIMIa=1111114■111111111Nmann1111111 11111111111ill ENIENIE INNI=MMINNI MIIIINIE =711'1 r, I's ',WWI IMMO =rim. ir=triValE EMEND •uug i== tr. MOM =TN arr. r:Errir= .111 miLzi ZEMEMW'Eqg In= • MEMX 11111•1111111 =NNW MEM= =TO 1=11',=11= MINEWIE -w.7577- 1111111%. • allEllInInni * MININER ill111111111116 E1111111____ OGEES, NM imilliNINIIIME=.•wt:INI IEGooMINENNIENIMIni 111111INE a .11111MMII.J\I• INIE• L.** en=411=iNtsmniin Mine =d1 =4P -41.m =Enron t4=1 •Mn• =Mai • litiliRIMMENW 111==irda WEENER INEININIE IENI•JLFE•1•11 W114 Ire! 11,PAIM Mai inn•r•REEnEnnimilasi MEM EINEWEIMIEWEE NNW= 111•11111hMil Anil NEINEll •In't• •1116 WEEMS •I1M= =ffltr_1011.' INEENIE OMNI 1111111111M111111111111111111111111111M111111111111EMINIIIM 11111111111111•111•11•111 1=Elxis MINIM ••••111111kw•IIIIIE MEW= 011111•11111 WINENE 111EIWIND INNER 1•1111111, MONNE 1111111111111M11•11111111111111111 ilIMINNE1111 EMI MEM111111111111M11111111•11111111 oz. MENEM it ill =NEM WE alai ME MEW EWE NNE ..°9761.11(= mins INENIER mom.- in mr•Nur•gons wilmili___mtimm i i i'l ir4 WZ-4P41 r *1=1 ift464.= N -Www r.l. wi, pplc mk 0,....1•111nn an '141 -I -MB ii, C.- nlifnr•t10 mum in SEEM ME elm al MENU INN IIIM Intl • NM NM ME ala =LEE NEM= 1=MIESIMM MEWN WMMIME= INN INE MIME WINNE WRENNIn /Mt ENIMEM 1.%1 IR WINE MIME .15 MEIHMOMMIMMI. 41=1W*L-h =MIN a 1.3._m ems oiff _ IIIIIMIn Mtg. • NMI f MEE Enloe ENE 1 ill MEI*. ENEwmmilm.1, 111111111111 11-1 -I Ohl " .E14011111 W/Cli IreireiYie EMI ins. in ME NEMENNIAMIMM Iiiht:inume.... Itrs=1" NEW VW!' • k411..1 EINEM 1111NEW 22.11...."11111101AKIMANE UMMblit.LiffilEr1011...."11111111111= ill Nil MIMI .4 La ROU i= 4 EINEM MEN= • • NEW= 5=kowEEIMEI MINIM EIMER WEENIE raft=gs. finnowwww. IINI=NAIII•11111 MIll••••Mint OEMS MEEMIERIMINNIE ===== ======.7=11/111===.111===111/= 29 -co 1 1 1 77- E4qT. R/W 1 1 - - T 37 +U4.7 2 c D WY. 51. 6 29+96.46 DWY. cl 30+54.92 cl DWY. ""'"....="11- 11- no, raafra.i.4.4 MlinNEIM MINIM smoilwa= E ..=...ammoirieramMmigffl 30 31 31+77.60 cl DWY. CL c D WY. F.ST. RAT7 I I I txisr.1 ;747 1 1 1 32+98.57 cl DWY. CL 32 0 = aMMIZII. ;MR INE i a=s1.1 =I =.t: .111‘.47:4MMIIIIIIIIIIIIIIImmimmil= mgriNOTAlunff. 9-•%ir.VatArea- IMIWEEIE=1 sirriditiammin r=11INEWIMIE= Anglin= Alin' • MEM &WI =MEI UM= MINNIE IMENIERENENEW WEN= NEI NEWEIEBW=IIEN, =MEM MERE WEIN Eill1111111111 PLAN 1'= 40' MIEN ==== 33 34 35 SCALE IN FEET 40 80 120 160 ==1==1= - - .4= POTHOLE EXIST. WATER PRIOR TO ANY CONSTRUCTION PROTECT IN-PLACE z 36 37 NOTE: CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. KNOX AVENUE SEE SHT. 3 68' TR. 16427-2 OP) c•4 cw) / `a. R. 16427-3 PROP. EDGE OF PAVEMENT I `5,'- A.P.N. 226-163 -34 cf.) NCE CURVE Cl A.P.N. 226-163-36 DELTA 89'50'35' A.P.N. 226-163-37 CURVE TABLE RADIUS 35.00 LENGTH 54.88 B r A.P.N. 226-163-33 TANGENT 34.90 C2 C3 90'09'55" 90'00'00" 35.00 25.00 55.08 39.27 35.10 25.00 C4 L R/W - Awommvww.wA DIAL BEFORE YOU DIG EXISTING DRIVEWAY DETAILS 1"=10' TOLL FREE A PUBLIC SERVICE BY 90'00'00" 25.00 mEIRT ) TWO WORKING DAYS BEFORE YOU DIG 39.27 REV. 25.00 A.P.N. 226-163-27 REVISION DESCRIPTION A.P.N. 226-163-28 EXIST. VW FUTURE RA 't71 4.1 ▪ FUTURE CURB & GUTTER 14.1 P.N. 226-163-29 25' 50' 25' CURTIS AVENUE DATE ENGR. CITY 1-800-227-2600 UNDERGROUND SERVICE ALERT RECORD -DWG. at2 DATE 1:94?-7ce-or Ct EXIS FENCE t.r) N N ‘t: Oi -4- "4- P•1 KNOX AVENUE 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 REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. FUTURE R/W FUTURE CURB & GUTTER A.P.N. 226-181-11 CONSTRUCT 4.5* AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERML (SEE GENERAL NOTES 31 & 32). CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PMN NO. 1015. CONSTRUCT 2" AC PAVEMENT (MIN.) OVER 2" CL II C.A.B. NATIVE MATERAL (SEE GENERAL NOTES 31 & 32). ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. INSTALL STREET NAME SIGN PER CITY STD. NO. 139 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). 0- SAW CUT EXISTING A.C. PAVEMENT. REMOVE EXISTING A.C. PAVEMENT. ®- INSTALL 4" PVC SLEEVES SCH. 40. INSTALL 6" PVC SLEEVES SCH. 40. 2Z BENCH MARK: # 8_17 CALTRANS BENCHMARK 18-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATION: / 1428.609 BASIS OF BEARINGS: THE BASIS OF BE4RINGS FOR THIS MAP IS THE CL OF LYTL,E cREEK RD, SHOWN AS N00'12 E ON RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : (',.a?' R.C. . 6218 EXP. 9-30-05 RECORD DRAWING THESE REOORD DRAWMS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFOTJAATION COMPILED AND FURNISHED BY OTHER3. THE ENGINEER IN:LL NOT BE RESPONS:RE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN NCORPORATED INTO THE DOCUMENTS AS A RESULT THERZOF. 25' OR 30' EXIST. R/W 14' 2Z - - 5' OR VARIES PER PLAN 2Z 6' OR VARIES PER PLAN EXIST. GROUND EXIST AC PAJEMENT TO BE REMOVED SECTION "B -B" N.T.S. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: MA DESIGNED BY: EF CITRUS HEIGHTS CURTIS AVENUE FROM ±550' W. OF KNOX AVENUE TO ±250' E. OF KNOX AVENUE APPROVEQ_BY: 1-94A 144.42A4.4./%1 /eV/ Vo 3 tiTY ENGINEER R.C.E. 51152 DATE (1) EL (1) N - N •4- (0- -;z (.6 00 (0 SCALE: _A5_5t1QWIL._ DATE: JULY 2003 N DRAWING NO.: 3399 9 JA126-1662'1streets\ST07.dwa. 10/16/2003 09:41:31 AM. EF.EF