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HomeMy WebLinkAbout3050-11124 e 125 z 0 0 N w SULTANA AVENUE ° 'L' ( IN FEET ) r � U w -9.j TOLL FREE ®i 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 127 i lNukee", z 0 0 V) N w 4 ` _.__...: ills - 129 130 CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES AND PROVIDE SHOP DRAWINGS APPROVED BY A CIVIL ENGINEER FOR SUPPORT OF EXISTING PIPE CROSSINGS SUSPENDED ABOVE PROPOSED RCB TO THE SATISFACTION OF THE AFFECTED AGENCY TRACT 16085 z n, 0 ry 0 V) N w 131 132 REVISION DESCRIPTION DATE ENGR. CITY DATE SS QRpFE/�N SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 10 SHOULD oNo V. .�� q� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�� �`� <-v�, AAAAAAAAAAAA SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w m BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. 6.130/20 STANDARDS IN EFFECT. s�q� CIV��- F OF CA\- PROFILE HORIZ: 1 "= 40' VERT: 1 "= 4' 133 134 z =5 0 Of 0 U) �- CONSTRUCTION NOTES N TENT. TRACT 16258 0- CONSTRUCT DBL. 10' x 8' REINFORCED CONCRETE BOX PER DETAIL 1, w AS SHOWN ON SHEET 3 - �—0— CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2, w cv w s -'.:l AS SHOWN ON SHEET 5 09 Ll- kpN• M8 10-10 � CONSTRUCT MANHOLE PER APWA STD. PLAN 323-1, 630-2 & 635-2 ,- o w 12 AS SHOWN SON SHEET 6 O 8a— INSTALL 24 RCP, 1350—D z o- 0 11 CONSTRUCT 48" CMP RISER PER DETAIL 2, AS SHOWN ON SHEET 2 Z „ _ - Ir J Y� 0 CIS ` 12 INSTALL BRICK AND MORTAR PLUG PER DETAIL 5, AS SHOWN ON SHEET 2 U r I- z J w 17 GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2 wC� a: Q 0 00 N R/W T� 19 TO BE REMOVED +ow w ((+ r - 21 REMOVE, SALVAGE AND REPLACE AFTER R.C.B. CULVERT HAS BEEN CONSTRUCTED n +Ld � r r •® 2fi PROTECT IN PLACE r r .4..r =T -=--- --� -- — s�3 :"ry< tij*t?`•'-_YT - _ may. ;z-,'.' _ '.<:.pfy _'•`.':-`:.: } _ ;;,�;, .5'%s''a,r_r. ���ti;.;.,�s�.,.s "' �pas 's �>;errrc",'.•�,�sra_.v.> - a;y?'•°%4 :%.:X''.''"_%R'i%wy::.. t t ; ,< . r ._': �� r -y4: � .'c r:.__�s {, _ Y l Y 4.:{ .._ �'n.%.{,.: _ t';s. ._s r•s t • z tr£ ` s*;., y.r`%`S i:!:a rte.. .'r 3 zs r a` 3 r xs r ?s,.•'`.•�;. �`:'`., _ u'•`r;.`3;r.r•`ri3.='ror:j?+-,Y;%-:' it.::-- ,.:,s,;r-, �.x ;!-� c :">s ..t : ryr io-' 'o}k:`a'{,,` Cd co y.{: - itt,- ,_51•x. s\.<{."f r_jL4 ta�:. • N NOTE: SEE SHEET NUMBER 7 FOR TYPICAL SECTION B - B - = 9 0 S 21 0 — co Cq (D X W 21 GRAPHIC SCALE 40 0 20 40 80 160 Filename: M:\DWG\14902\BOX—PHASE2\STAGE 1\S2—sdll.dwg ( IN FEET ) 1 inch = 40 ft, <<-OWN& Prepared By: CITY OF FONTANAl CALIFORNIA ALLARD ENGINEEFfINGBASELINE AVENUE STORM DRAIN=PHASE Z®STAGE 1 Civil Engineering - Land Surveying - Land Planning DRAWN BY: SCALE: } 8253 Sierra Avenue DA/DBw/CGR/WF LAN AND FOR FILE SHEET AS SHOWN Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 DESIGNED BY:--& DBW/JF �' ' 124*00.1 ® STA' '13400®.®® ) DECEMBER 200 CHECKED BY: APP D BY • • Z DRAWING NO.: IR and J. Allard, A.C.E. 36052 Date RJA 3050 (expires 6/30/2004)ITY ENGI ER R.C.E.- 51152 DATE: Filename: M:\DWG\14902\BOX—PHASE2\STAGE 1\S2—sdll.dwg