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(-1350) , , . _s PROFILE __, _ , _ ,­_ - _ _ -raj _-,.-- _ _ _____ _ _ _ ._. _ _. __ _ _ _ _ _ _. - _ -- _ _ -, _ _ _, _ _ _____. _ _-_.. _-- _ _ __.._-- _ _ _ _ _-- _ _ -_ _ _--.. __ -. _ . _ ___. _ _- I------ —_ Alr _ __ _. _ _ _ _ - __I � 3HORIZ. SCALE: 1 " 40' — [ � ___.�_ _----•-._ -L_ I _ , i 4 , VERT. SCALE: 1" = 4' 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 10+00 11+00 Goo r W W CO 255-021-025 It I 11 It f .1 I -.---.— >.- - .......... -- f i I I __-__ -_-.-.____ ._- -__ I R - CYPRESS AVENJE —L !70 SEWERUNE __ .____ ____� NOTE. FONTANA WATER ANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DISCRETION. SEE ENCASEMENT DETAIL ON SHEET 6. I 4 i ; 8 i i AL 4 ` u U ! i =a iV I i .4I I ? 1 I i n it N MN ._ _ _. 0. I o r)_ + 40- 9� ) .f ~ 0 �p , tf ST,--,- ---.=}----- -------- -------- --------- I---�� - 1 ___ — vv -. w —__ _- -_._ ..._..................__..�.... .................I ............. , , _ .____ , _ 1. `,• N )-� 11 jj, EXISTING 8" WATERUNE•� `�'� l ATERAL B-2 t204P 11 I \ ______________-_____-__-___. ___ _ --„j-- ^Ank i _ _ _ _ _ ___ - . - _ _ ». ___ ___._ _.__. - - ___ ___. -_. -.. _ _ _ I - _ ,. ��-- — i� . t' 7 PROPOSED R/W l { /` _ ___ _ _ ___ _ --- __ _ _ -- - _ _ _ . _ _ __ _ . . _ . 'i A , I. TRACT NO. 11'6678-3 It ' " // / `0, / "B 11 LINE ALISO DRIVE Q O V111111121111114 Expe- de DIAL TWO WORKING BEFORED YOUBDG �7 Cry«' `- YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �I r 4:111ihikl=k;C !M►X IN ===MA =MA TRACT NO. 8788 i 1 ! FUTURE R/W -M-$ 11�/7T-•72 ` o `� -- �� _ o EXISTING R/W Q EXISTING 27 SEWERLINE 1 + Q P R_DWG. N0. 2042 Go __,, :a... .......................... 1--•-----------------...........sk.. - - ......_....._..... f ', a f 21 _ O F+DOi------.E)....-r` -- - ` .... --• --_---_ ___ _. - ----- --- - -------------- --------------- �- -T ; � . Its f: �� f+�0 .y y U ' __. r ,* J ' t'� _ ,,y , J i EXISTING 8" WAT'RUN , �E-"�! a �� - _._.._. �. .1 IN 9 T ______________________________________________________________________________________ _....,.on, .........-_-________ _________________ ....._.. _ _______....___.__.__..__.___ ....._._____.___..._.__ 11 _ _ _ - _ _, _ — — _ , _ _ w _ _ _ — f_ ._-_ _,G. _ __ ..._ _ ,' .__�_ r .— .------. .. r _r...---'�!- �• •- �Ir-1�'-*' — r � "\ ST. STA. 26+58.90 PROPOSED R/W �� - V=6.67' �` If 'I- IJ 9 CB NO.8, CASE &, f' ,-1 43 ' I Q100=25.0 CFS ``' ` Y1, TRACT 0. 16678-3 t \`'_'-,_j SD LINE TABLE LINE BEARING LENGTH J N 56'14'08' E 29.37' t"N N 00'09'33' E 1957,42' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. CONSTRUCTION NOTES `,9 CONSTRUCT STD. MANHOLE PER A.P.W.A STD. PLAN 320-1, DETAIL ON SHEET 11 O TRENCHING PER CITY OF FONTANA STD DWG NO. 131 3Q CONSTRUCT 24" R.C.P. (D-1350) GRAPHIC SCALE ® CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A STD. PLAN 331-2, DETAIL ON SHEET 10 40 0 20 40 So iso © SAW -CUT AND REMOVE EXISTING PAVEMENT 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A STD. PLAN 300-2, DETAIL ON SHEET 10 © CONSTRUCT 42" R.C.P. (D-1350) SCALE �" = 40 19 CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED SUBGRADE ® CONSTRUCT LOCAL DEPRESSION PER OFFSITE STREET IMPROVEMENT PLANS Q CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE - TYPE "B" PER DETAIL ON SHEET 6 Kr�5.rW O G c Na 23M r" Esq. 12-31-05 s" Civil. Prepared Under The Supervision Of : I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 h. 51) 73 40 Fax (951) 736-5292 OUG N. C OUS R.C.E. No. 23796 EXP. 12/31/05 DATE CITY OF FO NTANA, CALIFORNIA TRACT No. 16678-1, —2, —3 & 16678 DRAWN BY: STORM DRAIN IMPROVEMENT PLAN sem: 1 "=40' Orr�J E DESIMm BY: PLAN D PROFILE DATE: ~B* MAY, 2005 CHECKED BY: AP D g _� DRAWING NO.: 9 VAL _. 5115 DATE 3817 12 I I 4