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' ' • 3 s1 3 . a .. a. ...-.a . . . . ..... _ . . ... .... • • , I FINISHED SUFACE ; ' ' 1 • • • ' ST AIN PIPE ? 3 ; } • 1 ON q ORM DR I. ... i q «. ....._ . . , . -4 I > 3 3 : i 3 ' i 3 } I. 11 I i s • s ! i 3 3. 3 `.1 ; i 3 ; j s i : �� j N N T 3 s yy_ i } s s I } I i • f ,-y .. �ayy ,,,,;‹,,,,„>„ kn o } I I • I • • • ti M.H. ;PER API A 32311 , i CNJ CC CN ' 3 3 • • 1 } • 5 SEE SECTION C-C �Y i : r " I s" ; 1 3 ; i }.. _: TOP Or ON SHEET 1 1 ; %�� `' r �' ; I • I ' 25.5* . BOX , 1 I 24.52 )NS i .. .. . ! , . . ...« . . . , 1 I • .1'..»CLE.ARANCF ! . • ' .. - 1 .. . .. ' . . I I . '... . ; • 14' 100 YRS. H _ _ .... =-~- - E I. _ } .G.L I , } 3 } } r- 3. a.. 1 i 1 . ' • } I 3 i S=0.00301 I =0.003q 3 ? 3L� • 1 • i 5=0.020' = 0.01 , to 1 IREc.o 20 p2a►w lia 2 2 r } m 1 1 41:1: 6F The 1MPiz VEFrt1 5 4s�,owa• ># 1-FAvE 113EE44 . ; �, ! ,CoMPG6TEA /1.1 eaBSTAKT1ALCOM FOfZN1pNCE 1417'%-THEA ; . , .. - -- • - . .. .q . ... _ i txl .... q • , ...... s .... .. 7. ......... i;...J W_ .... o .. 4 S- 1 ....» ...... ..1 _ ...... .. 1 - 11 i I ��Iy ]� } �.,{'.. �r I t�+ `� m _LD '11 W ; } N N 1 • I 1 LO EA/941�1.0 i A•t5 041 W l Gr-`�,,.{ � L J / ... ... ..• •... . ...:...... ... .... . .1.A.3 ......« L ,..... GJ ..... .. ... ..... .......».......... .` .. ... ..«•;•• ... ......... o.... ! ».... • . .... . ». .... s ... ... .. «. 1 GLAC061/54 -."71 K�1�/r, �T'4',{ . . 3 ... �� • N 1 I } C-►IJEt�1taoRA C.t4. et I" 4L� ► �O N e/�`F, .- I "' _«.. . `� I v 105.31 If 24" «RCP, 13500; ; _ ........... _ .�, a ...... ._... r. . ' SCALES: _... I f . 1),,..e. 48 LF 6� OF DL=13 0 3 3 1 1 fl. 34587 m Q =12.2 CFS ; ; 1 HORIZ. 1" = 20' ait„tt_ ` d�ih/ , •1/3o1�f. V�ao iwlax�- $8..1rjS.. .. . 1. .. ..I... ........ ..� ... } ... . . q _ . - ;. .... ,. ' 1 1 VERT. 1' = 2' I ? 1E0 Ec41 E1�T P_C.EtsQ. 345$7 E.X.CA-36-11 PPR"e ,, �... O `* 1I I I 1 ? s, I 1 10+ 0 0 11 + 0 0 12 + 00 GRAPHIC SCALE 20 10 0 20 40 WidilliEniiiiii=°..11 -1111i.....-____CM;2 :51111■1•......-. (IN FEET) SCALE: 1" = 20' _ 11,1c111E2011 EXISTING II1 WI CURB & GUTTII ER \ I-- z 1 e \ ) 7 5. ..6-r_ 14 8.. _5� I=- Z II I 1 �; �\\ �\\\\ Q o 6 8 N- 25.02 24.65 FS II I + a 4a o o 2(.1) 0 / , 24.65 FS ` / 1 a Q 4 z �, 4 Ar. C 25.02 1FL 24.5 > \ 1 - -- - - TC 24.99 4.99 EXISTINGI 1 �� �. 24 49 4. - POWER POLE o off, & ST. LIGHT I �II I 1 TC 24.96 TC 24.96 ' TO REMAIN 'Oil FL 24.29 FL 24_29�. '21.42 INV. Ic, i1 1 Z 02+4 .15 b 26.00 FG PROP. R/W N 21.51IINV© I .1 1 _ - DETAIL A Ci 02+3¢.15 I 1 CATCH BASIN LOCAL DEPRESSION I1 STORM DRAIN 5 N T S 1i. `� - ' O2+ INV. EASEMENT P.E.= 28.3 25.80 FG $ W=14', V=3.08 02+21.15 �vr i : 4g , " , I �, , 1 \\ 25.61 TC 8g H=2 , H=0.16 Z �ti � � 1 26 30 FG B ( 1 Ce , 25.76 TC - - p �- EXISTING I I © "Ii ' ''`5 1 \ iii4""1111111=R/W . 1' cel R/W \, 15 DRAINAGE © 24.96 TCo EXXISTINF liNiliii • C Jr EASEMENT j� o �� NOTESE GE 0 _ `� 27 - '� SEE " " ASHoTON �-PROPOSED SEWER\ PAYMENT - N FG ` HEREON A 0 • ' 0 01 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. 1 cO STD PLAN 313-1 CASE B HERE ON. N STOEMENRAIN 1 i� 105.31' S 89'56'41" W ,� PLACE 0 CONSTRUCT CURB OPENING CATCH BASIN I Q PROPOSED SEWER TIE IN o 3 CONSTRUCTPER APWA 24" R.C.P.OS=0.003. = 44' �-- 30'1 1 0 0 R © 25.70 FG ` CONNECT TO EXISTING �, O 1 `` 24.96 TC 25.98 SC � 0 CONSTRUCT TRANSITION STRUCTURE(CONCRETE BOX) 6' `1 0 0 PER SECTION C-C SHEET 1. Z Q w 1 1110111111111 O CONSTRUCT 2 PARKWAY DRAINS PER APWA STD- # 151-1. (SIDE BY SIDE) p I 1 E I / .000 _- © CONSTRUCT STORM DRAIN MANHOLE PER APWA STD. # 321-1. 1 SIDEWALK ' J 25 59 TC C Z ; LL, 1 10' 25.72 TC 26.20 FG 1-- Q tat BENCH MARK: #529 BASIS OF BEARING. v) ftaiii01110 I I Q I v THE BEARINGS OF N 00"93'19" W I CO Q o 1 if CHRIS. AT S.W. COR. OR CATCH FOR THE CENTERLINE ON POPLAR 4BASIN AT N E. COR SAN BERNARDINO AVENUE AS SHOWN ON TRACT NO. J P.E.= 28.3 AVE. AND POPLAR AVE. 15283 M.B. 253/5-7 INCLUSIVE IS N / THE BASIS FOR ALL BEARINGS ON o PROP. R/W ELEVATION: 1123.13 THE MAP. z . REV. REVISION DESCRIPTION DATE: ENGR. CITY DATE: SHOULD CONSTRUCTION OF THE REQUIRED eofessioN44 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA l‘...14IMPROVEMENTS NOT COMMENCE WITHIN TWO 9Fti LOREN PHILLIPS & ASSOCIATES STORM DRAIN PLAN o , Cs &idI1 YEARS OF THE DATE OF APPROVAL SHOWN HEREON OHN H. COLLISTER �, 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY SCALE: 1"=40' . �1� AND CARRIED FORTH IN A DILIGENT MANNER, THE it NO 12764rn DIAMOND BAR, CA 91765 S.S. ASHTON PLACE DIAL TWO WORKING DATE:JUNE 2005 i EXP 3-31-07 909 396-9636 DESIGNED BY � BEFORE 1•� DAYS BIrFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE NO. 15263 YOU DIG �, YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH `5q,� CIVIL ��� �/ H.K. / ` 2 TOLL FREE -800-227-2600 44..Ca{� "01?..gy,m lei 616/ID £� 10 of CA��F 17" Date : B• of CHECKED BY A` '0 D :,'� t G ' ,. � DWG NO.: C CZ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / > STANDARDS IN EFFECT. p/ H.K. "� Y 3740 5 / JOHN H. COLLISTER R.C.E. 12764 �•�� TY ENGINEER R.C.E. 51152 DATE: 1 1