The URL can be used to link to this page

Home My WebLink About3837-6III---- ------- ...... IIIIIIIII III t IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-1 IIIIIIIIIIIIIIIIIIII5 5. IIIIII-7APPR /7— TOP I -PROPOSED- I -A-- A 4- IIIF II L Uj IN -7GROUND:71 I41I I-cz IIII-C� I-=7 IIIQ IIIIIC44 Ill CC V- 7 C� IC. IT-- C -)—F IC;: + 7 lq� IICN to co :C5 - C6 CC —C� C) to to rn- C$ CD i 0.5 to Cb 1N >1 Ci 00 V- LO + Lr) I00 ICD uj-- Cl) lid. ,0.52Z TAN=' -85 'AN=- IT 70 7 --- 7 TAN 9-4. -2. -1 -44 4 64A Q - FL- 464-.08`FL--:-- 11—i 464.j 4- II! -PRO -4, kit II-FINISHED--SURFCE-1 -D-- F - or bIAN -CUR -00- -iCL 1 3=) 1464.11 -PROPOSED I --4461-821- 6 "FL-:-: I 4 POSE TO IIMV -Ol Ii 7 III0-5 LO I1463 IIIIM II A -7A- C - I I -C) C) I.63 + -1VC- 1 NG LO 50!00' -50 bo� -CD im 00 Q -4 -P1 -1 4760— PIE 4 66 46 II4p C) + 0 00 oy- + C:) C; LO + -C) to- C3 LI 2 00 Q to li U3 + Co-;' q* LO C14 to vs- q4- 17- 1111111111 C6 Q Ul W) Go- -to 4m- + 01 C> : -+ L0 to CO b Ill . co C)CO + C4 COCO LU I7— kP PROXIMATE to 00 C) to Cb .0.50% T-- I ii —EXISTINGPGROUND IIg* - ----- irk, IIICz C P. + nil -T I -- I- 7 C -PROPOSE9 011 U -55.0-2 URB IIA 77A I - D -T I T LO IIIC3 IIII7 C C-) C1 III -0y - I U.) 15079-- IIA0 n— rill IIIIIIIIII7 II --T I-7 I --I -TAN=� IIIIIIIIIIIII.52 AN=, IPROXIMATE-- 0 OUND- A A -08 --UY 0.50r- II.164 `7RIG -0. 7W IIII11W. III92- - ----- - MORE III -Tuu IT It I IHORM I%-- 4W VIRR r_- If 106 107 108 109 110 ill 112 113 114 115 CONSUIUCHON NO75 0 IS G R TION 2 REWGAE KOR 13Y ff !Effi 595 90TS 2 OY 5050T 1 19 SEE SHEET 7 19 4 GIVE EXISTING A.C. JUNIPER AVENUE Cb., --EXISTING 10" VCP SEWER 6 CONSTRUCT TEMP 3 A.C. SIDEWALK PER CITY DWG NO. 3133 9 RELOCATE EXISTING STREET SIGN y 10 REMOVE EXI IiISPIALT CO JAI (WHITE) PIPE SLEEVE WITH END CAPS rn 1 1 PVC SCH. 40 10" VCP S INTSALLED 54 SLE&C- WR END 9*6 C; V.- + to W En M 00 --j WITH PHASE I ER CITY DWG CONSTRUCT 8 RX; CURB & GUTTER PER C[TY STD PLAN NO. 1003 to 0 C-) C) cq* >. CL M 0 �::=c NO. 3696 + N I ONSTRUCT 8 PCC CUR13 ON CITY STD PLAN NO. 1003 CC Cd S& V- R C; cq F-- C� CL Ex 00 Q + 00 107+46.87 WALNUT AVE= 240"lli'09"i NEW SBC MANHOLE co %.I L6 "i a APN. 0 U- I I Ir- 36+46.44.,t NIPER AVE APN. CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN .313-1 CASE "E AS SHOWN ON TO BE REBUILT BY OTHERS + + nr.�4 240-061-06 (10 CC 00 CL I C11 If EXISTING TTELEPH E PAD ISTIN G AN OR P C11 40, I E RWLT kc 24&091-15 SHEET 9 EXISTING TELEPH TAL GRADING LIMff + .51+06.3 TO B BYVHERS 240- -16 EXISTING S.B. POLE @—CONSTRUCT CUR13 OPENING CATCH BASIN PER APWA STD PLAN 300-2 AS SHOWN ON TV0 JUNIPER A BCR JUNIPER 9:1BCR EXISTINGSBC)POLE -J-L GRADING LIMIT` 53 R OLE 6 1 EXISTING S -BC. -ROLE SHEET 9 EXISTING EP ED R/W 1466.92 TC 14T66 91 TIC EXIST GUY 0 6 PRO SED R/w P T IN LAC I PROTECT IN PICE INSTALL STREE7 LIGHT 9500 LUMEN PER CITY STD. PLAN NO. 1016 nii ICT C!lf%kl P CONSTRUCT CURB ACCESS RAMP PEJ? CITY STD PLAN NO. 1006 P CITY STD r1l A 3 NO 1015 do ly A AA A A A ol C A.C. Yr- L krally ll 12 q-, (SEE GENERAL NOTES 31 & 32) Ln moo x I ------ �:: :-Z . .1. 1. . — = I � - � l � 1! � r-"6WINQ HMff f um- szt� % -Y-R,� Ln Id IN 1 6 U3 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD PLAN NO. 109 LLJ PJA lIALL 9 -CP#V -TED ISETWOEAf JUMPER. E. W- 99 —M-51 -1-1 5TAUC AV X LLJ LU AW -D -5 -TEA WAYS, PA UOTAYD 5EAP, 57XIMM4 -SMALL- BE t -n z now= E CtTY ZM- -F 1*4 -9. Immillillillillill nr -ARS-C-TED.. - - LU mi N lu CN LU cWts LAI 4 I E U- -OF S " Pill U-C-T—FUL L LL3 -6F STUtTV)-UVL SECTIONJU LJO I AF L 7 --RISTING OVERHEAD LIN 7DnC \EXISTING ST LIGHT le NG PP POSSIBLE FUTUR OVERH PROPOSED AC PAVEEM "TO BE R CATED BY OTHERS I — VE BCR F PROPOSED R/W SED R OTECT IN P CE EXISTING PP STORM DRAIN BY LO CD / I TO BE REMOVED Zia 1 40 464.09 PROTECT IN PLACE OTHERS + ISTING P.P GRADING LIMff EXISTING P.P I 13Y OTHERS GRADI G LIMIT` EXIST'ING P JUNIFER Aft,�GR cc OTECT IN E PROTECT IN PLACE + GRIND AC PAVEM MIN.) GRADING LI 1AA Q APN PROTECT IN E 4.14,X CC] ISTING 3T S GN C) V- I PP �ESTRUCTIO R1W` 24 AC PAVEMENT SAWCUT AND REMOVAL �'-�PROTECT IN CE 240-101-28 11 240-07 APN. +4 + (0 CM T 00 UhO- a 0-071-38 14- '', I I I I I CN IM 5 ui 5 po - n ?A&-, /8 - - 7 +Q C) EXISVN� �OR M 1) RAI U IN 00-j + LQ A ILYE L 1 4 A-- 2 H4 a 00 VE UE ROPOSED CITY DWG. NO. 3614 C, :3= C1 COD OCUMENT GMIC SrAff 2 MAX DEMOLISY AND REMOVE EXISTING CONCRETE IRRIGATION STAND PIPErf--% Tbi-m- Record Documents have been vreolared b 40 0 20 40 80 160 jV1N1rr.K AVtN EXISUNG SBC POLE SEE SHEET 7 PROTECT IN PLACE DAC ufwlS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62 BEING N 89*59'12"E on information provided by others. The Design TEM A.C. SIDEWALK Professional has not verified the accuracy and/or C C completeness of this informidion and shall not be (IN flu) responsible for any errors or omissions which nlay IMs 40FE ifil herein as a resi TYPICAL orated SIDEWALK rPOSS SECTIONS I-20-0 %.01% DATE NTS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ADICINAL BENCHMARK Prepared By: l S /0 CITY OF FONTANA CALIFORNIA SHOULD CONSTRUCMON OF REQUIRED W1% PREPARED FOR: CITY OF FONTANA BM -361 4VI MIN IMPROVBMENYS NOT COMMENCE W R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING- , P CAPITAL IMPROVEMENT PROJECT PHASE IIB U') cn� TWO WARS OF THE DATE OF APPROVAL OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Survffying - Land Henning CJTY OF FONTANA Cl) DRAWN BY. STREET IMPROVEMENT PLAN SCALE: A&%A&AlVVVVVVV~ At4VVVVVVVVVVVVv%VV~ SHOWN HEREON AND CARRIED FORTH IN A ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue 8353 SIERRA AVENUE No. 43976 NCM -MAG AS NOTED DILIGENT' "NER, THE Cff ENGINEER MAY Fontana, California 92335 WALN UE DIAL TWO WORKING FONTANA, CA 92335 Exp. 6/30/07 ;D DESIGNED BY: DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO 51ff BENCHMARK 09) 356-1815 Fax (909) 356-17B5 EW STA I STA 115#00-00 NOVEMBER, 2005 YOU DIG YOU DIG (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-21' I.P. -1 -%3 %-� BRING THEM INTO CONFORMANa WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF R.C.E. 43976 Date CIVI CHECKED BY: AP R DRAWING NO.: 6 TOLL FREE -800-227-2600 CONDITIONS AND STANDARDS IN EITECT BASELINE AVENUE AND CITRUS AVENUE David S. H;;mmer, \V ff;ff A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT X4 EUVAWR U906 (expires 6/30/2007) CA DSH V CITY INEER- R. C. E 51152 3837 10 FILENAME: M:\dwg\14908\F1NAL DESIGN\STREEr\PHASEIIB\WALNUTAVEST6.dwg CURVE TABLE RADIUS DELTA LENGTH TANGENT A 35.00' 9(702'44 55.01 35.03' 8 30.00. 89*56 19 47.09 29.97 C 35.00# 89*5648 54.951 34.97' D 35.00 9(rO4 9 09 55.02 1 35.04' E 5.00 180@00'00 15.71 - on information provided by others. The Design TEM A.C. SIDEWALK Professional has not verified the accuracy and/or C C completeness of this informidion and shall not be (IN flu) responsible for any errors or omissions which nlay IMs 40FE ifil herein as a resi TYPICAL orated SIDEWALK rPOSS SECTIONS I-20-0 %.01% DATE NTS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ADICINAL BENCHMARK Prepared By: l S /0 CITY OF FONTANA CALIFORNIA SHOULD CONSTRUCMON OF REQUIRED W1% PREPARED FOR: CITY OF FONTANA BM -361 4VI MIN IMPROVBMENYS NOT COMMENCE W R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING- , P CAPITAL IMPROVEMENT PROJECT PHASE IIB U') cn� TWO WARS OF THE DATE OF APPROVAL OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Survffying - Land Henning CJTY OF FONTANA Cl) DRAWN BY. STREET IMPROVEMENT PLAN SCALE: A&%A&AlVVVVVVV~ At4VVVVVVVVVVVVv%VV~ SHOWN HEREON AND CARRIED FORTH IN A ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue 8353 SIERRA AVENUE No. 43976 NCM -MAG AS NOTED DILIGENT' "NER, THE Cff ENGINEER MAY Fontana, California 92335 WALN UE DIAL TWO WORKING FONTANA, CA 92335 Exp. 6/30/07 ;D DESIGNED BY: DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO 51ff BENCHMARK 09) 356-1815 Fax (909) 356-17B5 EW STA I STA 115#00-00 NOVEMBER, 2005 YOU DIG YOU DIG (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-21' I.P. -1 -%3 %-� BRING THEM INTO CONFORMANa WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF R.C.E. 43976 Date CIVI CHECKED BY: AP R DRAWING NO.: 6 TOLL FREE -800-227-2600 CONDITIONS AND STANDARDS IN EITECT BASELINE AVENUE AND CITRUS AVENUE David S. H;;mmer, \V ff;ff A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT X4 EUVAWR U906 (expires 6/30/2007) CA DSH V CITY INEER- R. C. E 51152 3837 10 FILENAME: M:\dwg\14908\F1NAL DESIGN\STREEr\PHASEIIB\WALNUTAVEST6.dwg