The URL can be used to link to this page

Home My WebLink About3837-2PROPOSED STREET IMPROVEMENTS PER CITY DWG NO. 3247 SEE SHEET 14 OF 48 WWRE APN. 228-081-09 228-081-09 CITRUS AVENUE APN. 228-141-10 CITRUS AVENUE LJLJ 1F C) Z BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SEC71ON 36, T1N, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300159-62, BEING N 89-59'12"E REV. LO A&A4VVVVVVVVVVVVVVV~ 04 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DOC n,ese Record Documents have been pfopOW based on information provided by otha& Tbe Design Professional has not verified the womey and/or completeness of this infomWion and shall not be nsible for any efrors or omissions which may few Mt herein as a result. DATE UGEND PROPOSED AC PAVEMENT Qffi3LAY GRIN D AC PAVEMENT r(6. :MIN.) REVISION DESCRIPTION 95COAD PgAWIA14S DATE I ENGR. I CITY I DATE 1 9no wniAW TAPFR (AC OVERLAY ONLY) PME I SRU hff I ME 110 STREET MOVEMENTS 0 VO4N B SEE SHffr 3 OLEANDER AVENUE SHOULD CONSTRUCMON OF REQUIRED IMMOVEMENTS NOT COMMENCE WITHIN TWO YEARS OF ME DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUCENT MANNK THE CU ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WMI CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7610 FAX (909) 350-6618 !—ABANDONED STORM DRAIN I PER CITY DWG. J3694 81+08.50 WALNUT' AVE= 10+00.00 OLEANDER AVE CL INTERSECTION GUMIC SCALE 0 20 40 80 (IN FET) I M 40 Fr. CONSRUCEON NOTS @—GRIND EXISTING A.C. PAVEMENT (MINIMUM THI _97M CKN A.C. PAVEMENT OVERLAY FOR EXISTIN AC PA UST MANHOLE FRAME COVER TO GRADE PER 1 32 -REI-IOVE AND AEPLACE EXIS TIA14 SIPEWALK 35 SEE A10TE O)V SHEET I SOUTH R/W R/W 16'118' 18 7.5' 6' 2% 2:1 MAX 77,�- xx-, \-CURB & GUTTER AC PAVEMENT EXISTING CURB & GUTTER CONSTRUCTED IN PHASE I PER CITY DWG NO. 3695 EM I—EXISTING R/W E 'E /0 APN. 240-021-42 NORTH R/W APN. 6'/10' l< 2: 2:1 2% MA MAX 2Yo CURB & GUTTER V, AC PAVEMENT F ME F NORTH R/W 18 2 -5.5-1- 10 2%. 2:1 MAX \'C'11."' 7 - CURB & GUTTER AC PAVEMENT GMM G_ TYPICAL SIDEWALK rp CROSS SECTIONS SCALE= 1`10' HORIZ 1 162' VMT SOUTH RIW 16' & VARIES VARIES -VARIES VARIES VARIES 16' & VARI 252-27" 5j' -7j' 52-7" 25'-27t 10, VARIES ai -, VARIES 6 W-5.5" 6 VARIES U� 0)_ 7.5' LEVEL LINE 4'— 14' LEVEL LINE 2:1 z 070 26 26 2% 2:1 % MIN MAX MAX 2%_ 2Z _37TOrTAI .19-5' X TOTAL 5.5 SECTION WALNUT AVENUE TYPICAL SECTION EXI G, &',�RAVEMENT 4.5 STIN STA 674M TO STA 71#3= CONSTRUCTED IN"PHASE I PER CITY SCALE= I't-10' HW DWG. NO. 3695 'AVENUE CT O� NORTH R/W SOUTH R/W 43 43 18 1 25' 25 18 a All, 11 0 r 1 1 dft SHOULD CONSTRUCMON OF REQUIRED IMMOVEMENTS NOT COMMENCE WITHIN TWO YEARS OF ME DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUCENT MANNK THE CU ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WMI CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7610 FAX (909) 350-6618 !—ABANDONED STORM DRAIN I PER CITY DWG. J3694 81+08.50 WALNUT' AVE= 10+00.00 OLEANDER AVE CL INTERSECTION GUMIC SCALE 0 20 40 80 (IN FET) I M 40 Fr. CONSRUCEON NOTS @—GRIND EXISTING A.C. PAVEMENT (MINIMUM THI _97M CKN A.C. PAVEMENT OVERLAY FOR EXISTIN AC PA UST MANHOLE FRAME COVER TO GRADE PER 1 32 -REI-IOVE AND AEPLACE EXIS TIA14 SIPEWALK 35 SEE A10TE O)V SHEET I SOUTH R/W R/W 16'118' 18 7.5' 6' 2% 2:1 MAX 77,�- xx-, \-CURB & GUTTER AC PAVEMENT EXISTING CURB & GUTTER CONSTRUCTED IN PHASE I PER CITY DWG NO. 3695 EM I—EXISTING R/W E 'E /0 APN. 240-021-42 NORTH R/W APN. 6'/10' l< 2: 2:1 2% MA MAX 2Yo CURB & GUTTER V, AC PAVEMENT F ME F NORTH R/W 18 2 -5.5-1- 10 2%. 2:1 MAX \'C'11."' 7 - CURB & GUTTER AC PAVEMENT GMM G_ TYPICAL SIDEWALK rp CROSS SECTIONS SCALE= 1`10' HORIZ 1 162' VMT SOUTH RIW 16' & VARIES VARIES -VARIES VARIES VARIES 16' & VARI 252-27" 5j' -7j' 52-7" 25'-27t 10, VARIES ai -, VARIES 6 W-5.5" 6 VARIES U� 0)_ 7.5' LEVEL LINE 4'— 14' LEVEL LINE 2:1 z 070 26 26 2% 2:1 % MIN MAX MAX 2%_ 2Z _37TOrTAI .19-5' X TOTAL 5.5 SECTION WALNUT AVENUE TYPICAL SECTION EXI G, &',�RAVEMENT 4.5 STIN STA 674M TO STA 71#3= CONSTRUCTED IN"PHASE I PER CITY SCALE= I't-10' HW DWG. NO. 3695 'AVENUE CT O� NORTH R/W SOUTH R/W VARIES 20' 50 5 20' VARI 6'* I UT o'-7.5 2% 1 27o C1 LEVEL LINE LEVEL LINE 2:1 210of 1 2:1 2%' - I MV 6 MAX MAX - 26 2% 2Z TOTAL 5.5v SECTION _j WALNUT AVENUE 160 STA 7143M TO STA 77#1&00 NORTH R/W 4.5" EXISTING AC PAVEMENT CONSTRUCTED IN PHASE I PER CITY DWG. NO. 3695 SOUTH R/W 43 43 18 1 25' 25 18 VARIES 20' 50 5 20' VARI 6'* I UT o'-7.5 2% 1 27o C1 LEVEL LINE LEVEL LINE 2:1 210of 1 2:1 2%' - I MV 6 MAX MAX - 26 2% 2Z TOTAL 5.5v SECTION _j WALNUT AVENUE 160 STA 7143M TO STA 77#1&00 NORTH R/W 4.5" EXISTING AC PAVEMENT CONSTRUCTED IN PHASE I PER CITY DWG. NO. 3695 SOUTH R/W VAKIL3 10 VARIES al LEVEL LINE 3'— 12' CD 2%_ 26 MIN 77-710 71L' o 27 Li 7— TOTAL 5.60 SECTION WALNUT AV UE fIN) 7 109 TYPICAL SECRON CITY OF FONTANA BM -361 ALLARD ENGINEERING R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Surveying - Land Planning ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue Fontana, California 92335 SITE BENCHMARK 909) 356-1815 Fax (909) 356-1795 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-211 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF I t -z a -(q BASELINE AVENUE AND CITRUS AVENUE. David S. Hemmer, R.C.E. 43976 Date (expires 6/30/2007) aEVAWk 13906 SCAE= 1`10' HW I m62' vERr dF—OU -A I i -.1 -Iff 4.5n EXISTING 1. E 7 , I-'- ER CITY 'w 11--� CONSTRUCTED ;P DWG. NO. 3695 1F ESS 'D 4 ILA 4V Cl) No. 43976 or_ Exp. 6/30/07 Clvl\- 16� 0V C CAPITAL IMPROVEMENT PROJECT PHASE IIB DRAWN BY. STREET IMPROVEMENT PLAN SCALE: NCM—MAG WALNUT AVENUE AS NOTED DESIGNED BY: FR TO STA 81#74.53 DATE-, P Z6&2a1551 EW M AND CROSS SEMONS NOVEMBER, 2005 CHECKED BY: VED DRAWING NO.: 2 DSH ze M 3837 10 c Y ENGINEER- R. C. E 51152 43 43' 18 25' 25 181 VAKIL3 10 VARIES al LEVEL LINE 3'— 12' CD 2%_ 26 MIN 77-710 71L' o 27 Li 7— TOTAL 5.60 SECTION WALNUT AV UE fIN) 7 109 TYPICAL SECRON CITY OF FONTANA BM -361 ALLARD ENGINEERING R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Surveying - Land Planning ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue Fontana, California 92335 SITE BENCHMARK 909) 356-1815 Fax (909) 356-1795 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-211 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF I t -z a -(q BASELINE AVENUE AND CITRUS AVENUE. David S. Hemmer, R.C.E. 43976 Date (expires 6/30/2007) aEVAWk 13906 SCAE= 1`10' HW I m62' vERr dF—OU -A I i -.1 -Iff 4.5n EXISTING 1. E 7 , I-'- ER CITY 'w 11--� CONSTRUCTED ;P DWG. NO. 3695 1F ESS 'D 4 ILA 4V Cl) No. 43976 or_ Exp. 6/30/07 Clvl\- 16� 0V C CAPITAL IMPROVEMENT PROJECT PHASE IIB DRAWN BY. STREET IMPROVEMENT PLAN SCALE: NCM—MAG WALNUT AVENUE AS NOTED DESIGNED BY: FR TO STA 81#74.53 DATE-, P Z6&2a1551 EW M AND CROSS SEMONS NOVEMBER, 2005 CHECKED BY: VED DRAWING NO.: 2 DSH ze M 3837 10 c Y ENGINEER- R. C. E 51152