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FI aa < < Q Q a Q max a a{ = g ¢ ¢ _ ¢ ¢ ¢ OR ¢ ¢ O Q W W N U J ¢ ¢ Q ¢ Q Q Q H U ~ f (O Q (= N W as w Q W Q W Q W J W h Q an m LL Q LL Q d O YJ�U Z W N 2 ¢ CJ0 LL ¢ LL N N LL N W Im W W w J U N F I Q w W W d- M (a, W w ¢ (7 LL ¢ (70) w Ir l'l aJ 2 ¢ J O L7 W V m N F 2 J W W ¢ Vl J W Q 0 WW w D) > l'J ¢ Z ¢ Z_ ¢ Z N ¢ LL ¢ N la W O EXIST. + m2 + mw io 61 [] COw 0 Ow p C7W N 3 e1 0) Z Z Z Z 2 ¢ ,p Z m J m Z O Z W W O W W O O n J YJ m O O 2 (D m O U' W O Q 2 O U W o Z U' W O U Cl n i w n QQ C G 8 S + U + w ': w mm o z `: min .a z NEW C G 8 S ': mfwn U NO N z mcry m ww n z N ww Z o ww 2 rn w Z a M 3 ` - w + w w Lr) ._ �- + m ul « w + m W w ; m CO m w m m r U o J 7� _ U NEW C G 8 S PLANING '; ADJUST EXIST MONUMENT 5' TYP. ADJUST EXIST MONUMENT 3d' 25' - CL R/W A - - 1 38' 2 - - -- A TO FINISHED GRADE CL R/W --25' - w - - - �_ TO FINISHED GRADE _ _ _ _ �� - DRAINAGE W w- 0025 59+00 60+00 CL CONSTRUCTION 61+00 62+00 63+00 (4 , 64+00 65+00 66+00 67+00 � 68+00 � 69+00 70 {ld 36' DRAINAGE SYSTEM 0 25' SYSTEM I 9 2 DRAINAGE SYSTEM CL CONSTRUCTION W NEW C G & 5 8 36' x V 25' x 2 ¢ NEW C G & S C B 2 TCT G & S W 11CLVCC-' w t � B / r \ r- NEW C G 8 S 2 Q G I z z D N A (0 N B E m ¢rem IT D ¢ N w N 2 F mo OI U Ip Z : �p O U n Z (V :n ¢ N 1-. (.k W CO N I N � m Q I LJ -F° I �• � m V I V 1 Z �� h N {ffVI��Ir aw 1 13<W I O ¢ I Q I m p Z I. ¢ I w Go � w v Tw cn ¢ 0 wi o Q �° CONSTRUCTION NOTE: I I m CURVE TABLE © FIL I I � I "&b m WW f Ow w (n FOR CONSTRUCTION DETAILS AND DRAINAGE DETAILS, CURVE LENGTH RADIUS TAN DELTA mN SEE SHEET 19 C32 46.94 30.00 29.82 89'39'00" REMOVE C33 47.38 30.00 30.26 90'29'30" I I I I O DR VEWAY OR SIIN-KIND DEWALK UP TO R.O.W. OR CONCRETE BEYOND C34 46.86 30.00 29.74 89.29'50" R EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE) C347.39 30.00 30.26 90'30'10" i/ STREET < REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR C366 46.85 30.00 29.73 99.28'40" SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING C37 47.40 30.00 30.27 90'31'20" E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE 8 A.C.) O3 HAND GRINDING UP TO EDGE OF MANHOLE (TYP.) 28 LO O_ O) af - N J of O 1n Of28 c6 od J !� �' Of IC) Of m O' n ^� 01 0_' � of od C) � L� � U _ U � U I Of " 0 - V - U J in J W X DO 41 J UCID lJi W J ,m J W J (Sl J W J J fI] J L,,J ly l.� W li (D li lL - `� O 24LO LO C1J 06 c6 IIIm - 00 of . c OD ori J o + � rn M + 04 24 O.G. J Ln p m + CD O.G. o _ 20 T - - - - + CD - + CD _ - - - - - - - _ _ _+ m - - - - - 20 DQ 5 LF 12" RCP FINISHED FL GRADE I'I 1 FINISHED FL GRADE ( TYPE 1 GRATE 26 LF 12" RCPQD _- -- ® +64.71 25'lT 16 s @TYPE 1 GRATE QA TYPE 1 GRATE GRATE 18.28 �j +85.66 57.76'RT +25.86 251T L ;! GRATE 17.85 GRATE 18.03 -- - - 12 C�TYPE 1 CATCH BASIN - - CQ TYPE 1 CATCH BASIN - -_- - _ -__ _ 12 B TYPE 1 CATCH BASIN ©TYPE 1 CATCH BASIN QTYPE 1 CATCH BASIN +66.86 57.76'RT +65.50 57.23'RT +49.52 57.32'RT GRATE 7. 7TRT w GRATE 17.85 - - -- - -- -+30, 5 5 4R INV PIPE 16.60± INV 12"1RCP 12.25 GRATE ,1RCP 12.30 m IN MATCH EXIST PIPE INV INV MATCH EXIST PIPE 13.1 ± � - INV CB MATCH EXIST PIPE 12.241 S 8 _. GRATE 17.70 I� 8 W r- 4 a 4\ \ \ \ 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 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 QROFESS , x W LL LL LL W w w W v_ LL LL LL W w w W w w w LL LL LL LL LL W LL W LL LL LL w ,� LL w LL w w w LL LL LL LL W W I� LL LL LL LL LL LL w L� LL �- LL �- LL LL LL LL LL LL LL LL w w W w LL LL LL LL W W LL LL LL LL W rY( S U) m n O{ T O M O to Lo Q). OI N 0 O O a). O N M] tD a) a! O in n N O r ON O nQ `0 I� 02. N W M a{ 7 a m m N N 90 m I� N n. n n 7 7 h h N w W as w m O 7 N 0 0 m m O C E m t� {O O w a N n N N w N uJ to u7 r u7 r r 0 r w N a n n n N7 n M � N z( I � W {O m . n n ". m m m m 0 O m m n r n m m w a[J < n < uJ 0 "1 r m N a; r as I"1 O 0 E m a0 m m m w N N ao m w N 00 m m m m m m m m m m m m m m m m m m m m m m m m m m m m N m m 00 ad 0o N N N N of ai a6 ao 00 00 c6 o6 o6 o6 N co 06 06 06 6 m co co m m m m co m m of m of ti _-_----- ------- ___.___._ _. -__._____ _.._-.. _ ___.-_. ___.____._. . .-____--_ _._.._.._ __._.._ ..._._..-_ ___-...-__--. . ..._______ ----------- ________ _------ -___- _____- -_________- - _____-____-____-__ ________ _. _____-_. _-_._ _______. _-_____ -_--____ 0. 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 * Exp. 6/30/07 sr9 CIVI\- w F OF C A\,\6� h r DATE: 04 NONE TIME: 1:48 p.m. N0. BY DALE REVISIONS: " B " STREET IMPROVEMENTS SHEET NUMBER � SERVER: NONE SERVICE: NONE 8 PATH: N:\mt0522\Gadd\lp\ DKISMCOUNTY O F DRAWING NAME: IPOB.DWG OF 22 SHEETS x �L TOLL FREE w PLDT NG VIEW: NONE ,_800_�,_Y600 PLAN AND PROFILE SCALE DESIGNER: GLT PROJ. MGR: GLT SAN J O A Q U I N B E Y ON D E N G I N E E R I N G LE I'- a AT LEAST W0 DAYS (STA. 58+00 TO 70+00) HORIZONTAL: Y=40 N BEFORE You DIG 302 CHERRY LANE, SHITE 20L MANTECA, CA. 86337 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these uNprnceauea sLnv{ce MERE aE NORmmN c{wraRRv, 208,238.9080 TEL 209288.4188 FAX www.NOLTE.COM JOB NUMBER plans. All changes to the plans must be in writing and mast be approved by the preparer of these plans. PREPARED FOR: COUNTY OF SAN JOADUIN DATE SUBMITTED: 4-23-04 MT0622