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9 <br /> ( + �. T- . .• { <br /> 11N- <br /> � Y rte' <br /> 1 <br /> . � � S A •72�+. FSU CE R/W AND CONfiR JtON <br /> +man r, , /W all <br /> � R N,6'51 30 W X38.16 <br /> s,: m. :f.a�+.wm4'. !�•"'7: 7 ..rte. ,,".* --r..w ... e, . -�, s �. Vis.. n�r.*'e •, ..x "av; . .,Y, 'y�y `.� r'4n1.� _ _'� +..: O <br /> AMAWIT <br /> � + <br /> t <br /> 36' ` 40 30'_. <br /> W , «;fix •<y.yL,�s�G^ .. , I_ I - _ _ _ _ _ _ � _ — —�—�——�———�—_� --�I`� FJ-I <br /> lyi V 7p+pp 7100 <br /> 25' <br /> Ink- <br /> s' C CTItN, T <br /> CURVE 84 VE <br /> .� IF <br /> LLI <br /> r.. <br /> T-1- <br /> F <br /> �, I A . ,,.y,� �.,' �. � _ � .u. l !,B � ,. Wil ,1►. <br /> a J <br /> < J <br /> Q Q Q ¢ ¢ rn W <br /> ~ ~ Q Q W N Q <br /> a ¢ ¢ ¢ ¢ J 0 ¢ ¢ < RELOCATE EXISTING CATCH BASIN "' ¢ W m 0 g N m <br /> w Q w = Q w rn w w ¢ w AND GRATE BEHIND BACK OF WALK. ¢ w m ¢ N w (7 ¢ <br /> ¢ ® w ¢ CONNECT APPROX. 10' OF NEW m ¢ �°' W W O <br /> z ¢ z N '" w ¢ `�°, m N m z m z PIPE TO EXISTING PIPE. U z U 0' W z a' m w <br /> n C7w O N ED EU T O ,n r ow N 0 C7w 2 000w n 0. o O C7W n 0 <br /> w w N z W W N 3 z O N w w h z w w CONSTRUCT 10' N www .,* z ,a Z - - N W W * Z CONSTRUCT 10' N <br /> O m n , w m n w rn m m w « m n m m n w MOO w <br /> p NEW C G 8 S my N O NEW C G 8 S U SIDEWALK TYP. SIDEWALK TYP. 0O <br /> - C <br /> - - - - - - - - - - - - - <br /> 00 36 .L . �- ADJUST EXISTING T^ DRAINA E SYSTEl4. . - __ _ <br /> MONUMENT TO GRADE PLANING 79+00 80+00 81+00 17� 84 FLS <br /> 5' TYP. _ �i <br /> 1 75+00 76+00 77+00 78+00 PLANING +� F-1 <br /> 00 71+00 � 72+00 DRAINAGE SYSTEM I9'I� TS 00 74+00 - 5' TYP CL CONSTRUCTION & R/W 18 <br /> W W 36' 2 CL CONSTRUCTION - <br /> F.4 <br /> - - Nm a - CONSTRUCT 5^ <br /> F~-1 W CEG 8 S Q ¢ �' < B - I- CEG 8 S am 2 z ¢ SIDEWALK TYP. Q Y Q Q ; TT�� <br /> W W w 2 Qa in ��� in 2 FC7 0 rnww 0z v 3 <br /> 2 2 ¢ ® W N ¢ 1` IJ N F ¢ F 2 o mw N W V W V <br /> QUI V J Z t") Z ¢ Z V Vl .. O Z. <br /> Ow o �z nU ww m � G E IzC F m p ¢ N � aWx m <br /> mm W m m (n rJ I � O W c7Z NQpT Z W <br /> a .wwWV// _ Wm aa ° ° W <br /> Q I(O ¢ ; 2W < <br /> cow I! m <br /> ImUU CONSTRUCTION NOTE: <br /> SEE CONSTRUCTION DETAILS AND DRAINAGE DETAILS, <br /> SHE <br /> CURVE TABLE FL " B <br /> " STREET OREMOVE AND REPLACE IN-KIND EXISTING CONCRETE <br /> CURVE TABLE Q CL CONSTRUCTION 1 DRIVEWAY OR SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND <br /> CURVE LENGTH RADIUS TAN DELTA CURVE LENGTH RADIUS TAN DELTA CHORD EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE) <br /> C38 39.47 25.00 25.20 90'27'29•' B4 219.09' 12000.00' 109.55' p-1'02'46" 1 < REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR <br /> C39 39.19 25.00 24.19 BS 219.09' 12000.00' 109.55' p=1'02'46' SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING <br /> E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.) <br /> O3 HAND GRINDING UP TO EDGE OF MANHOLE (TYP.) <br /> LO <br /> 28 rn X IniOf00m M 't Ln N -1 - 28 <br /> a0 � aux OD U W D= °� U u_ <br /> U <br /> O r,N� m W m W U, N U_ DO - <br /> I in c0 (D r C� w rn Ld 24 <br /> 24 0F <br /> In + + U U <br /> It <br /> Tri J O.G. + + + O.G. ¢ a - - .— _ - - - - - - - - - - - - - -.- _ — <br /> _ m— N m <br /> + C7 + CO <br /> 20 _ _ _ — _ _ — 20 <br /> pp O.G. <br /> FINISHED GRADE OTYPE 1 GRATE it ` , � FINISHED FL GRADE <br /> +86.61 25'LT z1 16 <br /> 16 i GRATE 18.61 I� <br /> Illi TL <br /> Q 4 LF 12" RCP Ill <br /> 12 TYPE 1 CATCH BASIN <br /> a i OTYPE 1 CATCH BASIN +17.66 8.28 RT 12 <br /> GRATE 18.28 <br /> o +81.51 57.76 RT INV MATCH EXIST PIPE <br /> GRATE 18.29 <br /> M 8 INV MATCH EXIST PIPE 8 <br /> N <br /> a <br /> 4O_ ES <br /> ' 2' J J I J d' J D_' <br /> W J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 4 <br /> L� L� li L_ L� li li li w li W li li li Li L� L� w li L� L� li li l� li li W 1i Li L� li li Li Li l� li li li <br /> K `f r 00 ,!1 4 o] O O W N N 00 rn 7 ,(J O W T N m 0 n M m m W 00 n m a n Q OT ON - <br /> R T O rn 7 O N n 7 n 7 N O � O O W rn rn r 0J N r O� W rn 7 O N N N n n M NO. <br /> tti rn 00 of of ai rn M of rn of rn of m of of rn of ao tti tti oo ao tti ai ao m of rn of of ai rn of of of m * Exp. 6/30/07 <br /> -_. - - - - - CMV <br /> sT <br /> E 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 9rF OFCAV\F <br /> SHEET NUMBER <br /> mDATE: 05/04/04 TIME: 1:40 p.m. NO. BY DATE REVISIONS: <br /> w SERVER: NONE SERVICE: NONE " B " STREET IMPROVEMENTS 9 <br /> PATH: N:\mt0522\Codd\Ip\ COUNTY OF OF SCALE22SHEETS <br /> w DRAWING NAME: IP09.DWG <br /> z <br /> 001 ML FREE PLAN AND PROFILE VERTICAL: 1`4 PLOTTING VIEW: NONE ,- °° 600 HORIZONTAL: 1'=40 <br /> S A N J O A Q U I N <br /> B E Y O N D E N G I N E E R I N G 8Q <br /> I c DESIGNER: GET PROJ. MGR: CLT AT LEASTT TWO TWO DAYS (STA. 7�+0� TO �+00� <br /> BEFORE YOU DIG 902 CHERRY LANE, SLUE 201, MANTECA. CA. 95937 <br /> LLCAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these uNomcxouNo semTcc AIEM of NORIIERN GOFMMW 209.289.9050 TEL 209.290.4155 FAX WWW.NOLTE.COM JOB NUMBER <br /> x plans. Au changes to the plans must be in writing and must be approved by the preparer of these plans. PREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 4-29-04 MT0522 <br />