Loading...
HomeMy WebLinkAbout5575-12 pp I'- i 0 F. 0 3• DIA I W •N` Tr 910 F. aft L41 1 CML & C STEEL •IPE - - I CUL & C STEEL PAPE W GASXET JOINTS 1 I - W/ WELD JOINTS 4LT 1 0 CONSTRUCT 983 LF. OF 36` a IntrOAk CT 20 LF. a DIP. W PUSH-ON JOINTS 36' DIA. J.P. -3. • NED „OINTS I ASPROX REDWOOD AVE llbalin -I_ I 1L. CP 1 EXIST. D - ,• r IIIIIIIIIMIIMIMIONMMIMIIINW, - •- M ORM 11' T•P ST4. '•+60.00I • yricrfa/is ��7r �,7GRADE BREAK _ C�7 . .t;IC:alei STA 94+00.00 STA. 944-92.68 ST 91+40.0 �� CP _ R12 B� D GFI4DE BREAK STA. 92+60.00 a n . a uu Say �� �11111111112•11 - �Mr aka 11.111111111111111107111111111111111111111111 =,. / I 4... "t2 eliTheall.11111111111 alli0 v J II 1.1111kr.ti�SW0!/I17 ,rhi/ ti!! ra 1110,2111141S111111111111 111111111�i' i ® 'I'l =0lamila .9rr`�� • • Wir nsHIPS111.1111.111.1 ill V �i:�aczc•51lfrir. - i,p'Ja Min = '1.1111.11 SCALE: HORIZ. 1 = 40' I VERT. 1" = 4' 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 © A �BERN4DINO COUNTY CO CT 3 ` PROP. R/W t4.28 SAN B RNA®INO COUNT l` Y.;PROP. T.C. PROP- T.C. �I yL.Gy,I �p�STA. 94+00.00STA. 94+6268CML A DCS P!PE STAQ91 OFF ® © CPTS PROP R/ 6 (3161 ;�5.8'. DEFL oI 12'13° R7 G / 1x951.44 'ROP. -PROP. R/W (ALT 1-DIP.) 4x44. STA. 92+60.00 �,_ . x95°.65 y, •• I I I Ierr ,® EyiST SD ��7 ATL 1) x944..8 I x. . �� 49.5 enc-I .•,w 8-52 I�� �iN a:4 t MANWAY x Al".aY I , " w IR 11111111111111 --....1111111,4 - - _fd�_ da, a x94 ca .. l =5 PROP T.C. 117 O •���A ��" ��• T ` r -ice , - i -x948.59t'ilt+nm_ xg 44.4- O m��- sa+��" 93+0 I;1111111= - f5'w if �n °i �,EYIJI� r:+00 N89'55 17°E 99 Ot49 34 109$ 10r..d: � Z • -ser a 0: •_.e.'�� 0.11 . °0 94 .65 o 94: _�._�,_. 9 8.•6 - - N 102 Mini ;.- r r N'r 0°r:W ��y x :. 10 . ` ASF RW 0° :w - r' :, r .:. R=re.!, I. ,:� " fdNRW 10 NR ASP�O NRW r 10"NRW f0° ,• m-ais.Llai - 1 �7 �7�; /,/ x947.3: 948.4 x948.93 x . , L. x949.7 949.► O C=f) 'I. � ` • `,r,•- WA /945.34 x x948.86 (= V = ''! 92+46 , p) Lu I _ �iWyll tZ" P x9 a -a = - CONTROL POINT ; , ep - W N se_ n•'� SII STORM DRrkl I� v �sp_ : CL•llYj�liCl:1I. 0„S x940.5 30` 3!)_' aa•i - r' "� r. x94 1 e C e - - _ r . .� --- _ •a�In. O 83 �I � -- �a 2�2 _ . :! >_` (i ASPH _'- -a_.. . _ _aim" .• = �1 Q - 271///8.068O-' (n Z �na x34��`T� - �_ u - 9aa.61 EL ,.43 i 946-65 :. •z _ rn rn MI ---- x PK Pr ± WASHER x T • v x946:53 J co m I V - �.�, �- ° __ r lLI -`amosiameme '' r --�'7�► line �'-'" - i -al : coNc je•,�_ , aii .. . - __ - = ^NC. - ..J..�- w 4. c Fe-nerrasaminerssimissee• mantionter-er -._:.a. R _ , -lin RAN 111111111"11 CITY OF FONTANA IIRUPA AVE. CONSTRUCTION NOTES 0 CONSTRUCT 36° DIA. CML & C STEEL PIPE AND FITTINGS WITH 3/16° SittL WALL 55 CONSTRUCT 36" DIA. DIP. & FITTINGS CLASS 250 W/ RESTRAINED JOINTS AND S\ AND WELDED JOINTS PER DETAIL & © P.E WRAPPING PER DETAIL 0 & 6 o INSTRUCT 36° DIA CML & C STEEL PIPE AND F1TIiNGS WITH 3/16° STEEL WALLCONSTRUCT 36° DIA DIP. & FITTINGS CLASS 250 W/ PUSH-ON JOINTS AND 0- ® AND GASKET JOINTS PER DETAILS AI &\ P.E. WRAPPING PER DETAIL \ & 6 P Al ,��IIIiI. III 11, 1 hill O Ark CONSTRUCT 24°24° DIA MANWAY WITH 36°x3E"x24" TEE W/ 24" D.l. BLIND RANGE 0 1. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND DRAWING • ' II G 49 CONSTRUCT 6° BLOW OFF VALVE, PIPING AND APPURTENANCES DETAIL Ng ' DIAL TOLL FREE CONSTRUCT 2-WIRE CATHODIC TEST STATION PER DETAIL - BLOW-OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN GRAPHIC SCALE o THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF - N " 40' 0 20' 40' 80' 160' 5�., 1 -SOO-Z27-2600 ® CONSTRUCT 24 DIA. CML & C STEEL PIPE MANWAY AND APPURTENANCES THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY.THE CITY PER DETAIL OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES to ay I AT LEAST TWO DAYS ® ® t t BEFORE YOU DIG ® SHOWN ON THE PLANS. ( IN FEET ) -o Eg UNDERGROUND SERVICE ALERT OF SOUTHERN CAIJFORNIA 1 inch =`40' ft. 3 ?ass/4N\ PREPARED Bir. SCALE CHINO BASIN FACILITIES SHEET INLAND EMPIRE UTILITIES AGENCY Q. s 3/3t/O, 1- /Tw- AFs-RwLT t=/EL1� ER CONTRA-WA SUBMIT-CA Designed T.O. 6/20/03 //� ��� F. see#4. & Aeeociats AS SHOWN IMPROVEMENT PROJECT a b A Municipal Water District P9 s &" o s= e a n s u l E i n g e n g i n e e r s Bar Seat shown beim ie one ..gip JURUPA BASIN FORCE MAIN v 2. 5/Z8/p�} TCI/ LEO. LEG. 6/20/03 Drawn _ _ :poen;on ori incl tfmwing. if 0 9 {c N e�o * B 1uNv NAMaN3 NOi one inrJ+ on this sheet LOCATION MAILING ADDRESS 1Z OF }9 SHTS o5 4 . lIOIO tat L,�G - t9 TECNNOL923 ONIVE. (OVINE, CAUF09NIp s.6,e PLAN & PROFILE Checked T.O. 6/20/03 crvn �� T,i; csast sea-ep77 F°::caper 0E5-eo77 adjust aeales accordingly. 9400 Cherry Avenue, Building A Post Office Box: 697 DWG. NUMBER A 12/04 TC, AS-BUILT Date - k (r °..e amwnmo e.,n a r Fontana, California 92335 Rancho Cucamonga. REV. DATE BY DESCRIPTION Telephone (909) 357-0241 California 91730 STA. 91 +00.00 TO STA. 102+00.00 Dso23-QIP