The URL can be used to link to this page

Home My WebLink About1823-23ADD z--#7 gA�S 64.. FACS . Ba7ll sixes oFRe� seF &7677/ov s top z4e,W /O/f/--� A00 2-.9r7 BASS �!I. FACS .BOTif� SIMS OF/S'C.P sEE s�cr/oN z FD,f' LOCAT/OiV A.tOe GE�f/GTif� 3 - 5 ,8ar7alfll D/r �'G'/0' AT X1WR As s,�o� C ✓ � f 9�f� �� 3 ._` l y y 7 t r LQ M rn No. Ow►130 . v ELEVATI ,,{{�. J��:��,. QQ,pFESSIpN� o E (o RECD/PD DRAWIA/�S' MGT S-07-90' C-0 Qn5s ng SPE(/ NOTE i�� 7-27-8 W_ Exp. 3.31.92 iPE!/ SETA/G MR+ 7-/9g9 * s 2 9,rV S7-Ar/OiV M4Y -16 s T 2582 01,4 t/NEC iPE7//5/D/V Kf– 2-14-83 D F Ft►�` �F S. E'0— NO. •.- N0. DESCRIPTION APPR • DATE CI DATEDATE DESIGNED BY V • •' CHECKED BY D-+ E . W .. SCALE R E V I S 10 N S DRAWN BY G.G.T.. DATE AUG. 1987 -AS NOTED FORD GRAPHICS 100405 2'/0 O'OS'i" IA1 /2" GOWa /F/� eAlCo 61 4i7. a4a O/80 x . �C.,Z1- ro." SGA. oral/O/f/,9G Fceo @ 9 %- COrt/.5'Ti�l/CT/O/f/ ./O//4/T DESIGN DATA: E LIVE LOAD HS -20-44 UNLESS OTHERWISE NOTED. COOPER'S L'-80 AT RAILROAD ROW, DEAD LOAD EARTH LOAD PER MARSTON'S FORMULA: W = 110 P.C.F. SIDE EARTH 30 P.S.F. PER FOOT OF DEPTH INTERNAL WATER PRESSURE: 62.4 P.S.F. PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 P.C.F. `---- ALLOWABLE STRESSES V F-3250 P.-S.I. AT 28 DAYS F = 24,000 GRADE 60 STEEL C $ Q F = 1462 P.S.I. N = 8.8 C /2AC 3 SHEAR AND BOND STRESSES PER A.C.I. 318-63 TENSILE STRENGTH OF ALL REINFORCEMENT STEEL = 60,000 P.S.I. NOTES' # rro '� 1. REINFORCING STEEL SHALL BE 1-1/2" CLEAR FROM INSIDE FACE OF CONCRETE 4l C� /B /c -O Ile UNLESS OTHERWISE SHOWN. O p - 2`. CONNECTION SHALL BE POURED MONOLITHIC WITH CHANNEL WALL. THE ROUNDED ~EDGES AT OUTLET SHALL BE CONSTRUCTED BY POURING.CONCRETE AGAINST A u CURVED FORM WITH A RADIUS OF 3 . K ON C//,4/(AIM, /,�TGS 5W; /9 3`. STATIONS GIVEN ON DETAILS ARE FOR INFORMATION ONLY. FOR EXACT ►, LOCATIONS REFER TO PLANS. C//QIIJN�L STO/�iy0/Z4/NC,,�, FOR BALANCE OF NOTES, SEE SHEET 19. 104,41%1 rcvw, fOu5 -,,Lf0. o©) • SECTION'�� ' � These Record Drawings have been prepared based 20 �: � on information submitted, in part, by W.E. Blakely/ N.T.S. B.F.B & Associates, Inc., and Western Land Concepts, Inc., that performed the field work on 5TA la54/0.oa® �a'ti, _ 1/30/90 through 2/8/90. While this Information Is J believed to be reliable, ASL Consulting Engineers is y s t responsible h h b incorporated into no nsI le for its accuracy nor for errors omissions which may have'been incorpora e n o t ese plans as a result. CHI?I1/ L/NK ENCS" 95 X I f�C� /2-.3/-92 �� LAND S�9 FES 5//OK/A/ ON OZ -9N6. �, 0, WE /.Q�0 S11 , x .. O TOFF O/- CtJ4 Z L 0 • TqT Fy - ( ?� � 4� F x M -e FL f V T/0/V No 4337 W ^' Tf✓�/CAL !?/.9CL ��/rUFOrf'C/rt�lr' FO .4 �r tat c� No. 041360 • . r �/ r I Exp. 6-30-92 11•� - /VOT S//Olyif/ fVR CGA 7P- � Exp. 0 W .� 4- 7 Y6/TT. ' LJ ii qr L.S �1\� q CIVIL �L #7 ,51M9 - #,v & /8 % ex IC,4 . F OF C A1.,�0� l,� OF CA�� //VTO IM16P7 4 A901/4" 5j !,� ,B�'GOl�Y ,sG1A7C/Y Nr�. �'fir9�t/it��C `YACC �TD•PC/rYl' T3'� �•9. S/!>� f'Eit//�S/ AWIf' 6' /t�I/it/. AT z ez1f lzwa �! D �Il�./o%l//rf�G C�f/r9iYrf��C O.Q ,`� OKAWIKG CGOS�� gle A ellpll�„� i SSP JO/rVT le j4W 71 Mew _#� r 3 R. \,4 / � ap # 7 I All o �o •' '�.� :o .•o •. ' Cf/.9rt 4e Z rO, !i�" T I 5 1x ' AK' O.ro ,P,P /vim art' r low 4 18 or /040 cyAN/v�� #4 c //V V415R T ON K3v I T�� 0. IP 9 �6 Ab re 111 vo V Y d CG.Q CLR. 1 m� v @ /8'' 7Y� @ /2" • Dom. ._� _ _, ._ � r 1`a-�► .y `F6 �51 `i0 INSIDE WALE.. cr��,vrr�C yo 8 `/r!/r`Or�Cc`.il��/l'#� X ,2� �' /8"% z. 4ot�ST JOINT F _ J,_ S E r T 10 N _ SC ALE : I/2 I -Olt -. /32 If. ?a. 25 - STA. 226 f10. 79 5TA /3>f 92.8D . APPROVED BY APPROVED BY PASADENA (818) 792-3096 -SAN BERNARDI NO COUNTY FLOOD CONTROL DISTRICT SCALE: . -`" C TY OF FONTANA AS SHOWN SANTA ANA (714) 979 -1761 PALM SPRINGS (619) 320-4220 18932 PROJECT NO. FLOQ CONTROL ENGINEER CITY ENGINEER RCE.DECLEZ, CHANNEL' _ i 1 0 • 3 - Z_ ag , FILE NO. DATE DETAILS 1400.23 '_ DWG. NO. 2 3 of 27 t ®W i NO. 1AIR3.