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INT LINE z6 ST STA 18+8757 INLET #46 •i .✓. 17+16.93 EC INT LINE B p` =10+00.00 LAT B-6 L=4.0 , V=6.61 , =10+00.00 LAT B4 AND 9+23_�� 5 LINE G I,. _ 18" ' / 10+03.54 q INT W SIDEWAL • 10+03.34 Q, INT W/SIDEWALL • •- ,(3-0 10+.17.68 ENDRCP _ = 17+19.43 LINE B .: •.'. = 19+31 .48 LINE B • � ' N 44°04'00" E -�_,�' LAT B-6 - • •' '10+15. 13 END 18" RCP 10+17.68 END 18" RCP I _ 35 10+02.71 0 INT LAT B 8 I O 9 N 33°22'53" E 29 N 44°04'00" E 29 W/SIDEWALL = 25+46.68 • „ 8" WATERLINE LINE B O ST STA 10+55.77 INLET 38 ST STA 12+72.00 Q'INLET #44 32 t L=4.0' , V=7.42' L=4.0' , V=7.06' LINE B 48" RCP BARBERRY...' N ', 25+44.76 INT LINE B LINE B 42" RCP O ° , " 25 k ° ��� LINE B 60" RCP 00 E1 = 10+00.00 LATS B 8 & B-9 9 04 00 E N8904 N8 23 I , Y CV 1 r■J t T +�O fi 1 y+CTO _ __ _ _ - _ ----- E / 2�5 oU : : +Z�U'• �2�+00 _ �� 4.. ___ __ __ .-__ __-__-- --_ ___.__ __- _. w__ _-__.__ ___--4.9,tri _ __- r•: 3+Ort1 - 24+UU �5+60 _26+ U L7+60 L6J�" / iI,:.4,r. // ,rx4r.✓-.,L, ,'f r �!:.-xn f S & _,.,,..-.,. _,_ __.__-- -___.__ a rc ..,_r_ _..._..._,._ .,__...-___ _,.,____ __ . _...,. ._ _- ._.,----_ --_._.-__ -.__..- -....,_,.,.-. _..,,.:21.__87.:1:1:-<JCL _ C Q,I .I. u!,, O ., 1, \ -,-- -co- s r i F , 4. ti r _ I - 0 -1,,,a+:34..' �1 cuA _ - i °�: I ,r ' r _ _ ��- �_ -T(�+i�2. ENTIV _ SAT B-9_ - r - w ST STA 12+61 .92 �' I I I r0 tj I 8 ..V C.P S WER 1 1 � I T , i �r_ LINEWBLL = 5 45.53, 25-47.94 MH SHAFT 9+96.79 Q INT W/ SEG I L N. I $T STA 18+78.25 1.<C I SIDEWALL = 19+31 .48 LINE B I �BHET ) i 10+26.44 END 18" RCP ST STA 18+85.00 Q INLET #47O 32 LINE ,��„ N 22°59'51" W ._ L=4.0' , V=6.42' �� L SEE SHEET 21 T 9 LA B MATCHLINE ®'='STA. 17+00.00 BLACKWOOD ST. , CONSTRUCTION NOTES , 23 CONSTRUCT 60" RCP (D-LOAD PER PROFILE) ' r ';s_ ', (25: CONSTRUCT 48" RCP (D-LOAD PER PROFILE) ;' --- ; { 26 CONSTRUCT 42" RCP (D-LOAD PER PROFILE) : E 0 29' CONSTRUCT 18" RCP (D-LOAD PER PROFILE) o 32' CONSTRUCT CURB INLET AND LOCAL DEPRESSION ' ' ;" N PER CITY OF FONTANA STD DETAIL 121 AND LINE B - - _ LOCAL DEPESSION DETAILS ON SHEETS 32 TO 33 STORAX DRAIN CURVE DATA $/®� EC . „,,,,. :Lfur- RIfilinu a ,, 35' CONSTRUCT MANHOLE PIPE TO PIPE PER APWA „a. STD PLAN 320-0 ,-„, A OR BEARING RADIUS LENGTH TANGENT , N 39 CONSTRUCT JUNCTION - PIPE TO PIPE PER A 85°47'58" 45.00' 67.39' 41.82' (cccDr/3'11::::::Esec I ? i �1APWA STD PLAN 332 0 3494 t � 1 � � � �oi- 1-' [DJO. 11S,\ , t 30,zoosI51G , ; Li t' • IVIL ���'QL1F�Q� .` oA r REV. REVISION DESCRIPTION DTE ENGR. CITY DATE PLANNING ® DESIGN ® CONSTRUCTION 15\ RECORD DRAWING / �'F�/ Cjl 1�I',�I ET `, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT / 9FESS41 ID ND CITY OF FONTANA, CALIFORNIA / STREET IMPROVEMENT PMNs FOR ili _' COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL STEVEN 20 27555 YNEZ ROAD;SUITE 400 TRACT 16074 co o PO K. GIFFEN Z TEMECULA, CALIFORNIA 92591-4679 SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER m DRAWN BY: L 'B' AS SHOWN ' w ,, CONSULTING S U L'1"I N is 909.676.8042 ■ FAX 909.676.7240 • www.RBF.com o DIAL ookk TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 42154 EC o 40' 20' 0' 40' 80' BEFORE DAYS BEFORE EXP 3-31-04 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: �]♦O®.® S c . 2H+®O:OO JOB..NUMBER i } YOU DIG YV YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �T CIVIL �P Yi 15--1001$7 Q STANDARDS IN EFFECT, 9TF of cp,o o¢� ����,UQ,h k 6',"..., DATE: �z��9100 CHECKEDGBY.,� AP''OVED BY/ �� ` 22GRAPHIC SCALE: 1" 0 40' TOLL FREE 1-800-227-2600 DRAWING N0. Q A PUBLIC SERVICE -BY UNDERGROUND SERVICE ALERT (', - 2 2/ C17a.STEVEN K. GIFFEN E NO. 42154 EXP. 3-31 -04 1 22. 36 '1 A TING CITY ENGINEER R.C.E. 51152'-DATE: