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Z W Q ¢ I- w w "' 'D -4 J w > n ti a w ¢ v C7¢w a J N I Jlmm M ¢ - wW w rn W ¢ W ¢O aa' I w¢w I � eU r ¢ � a U J x o mm o N z ¢ JZ ¢ _ W � m W 0m J O M N ¢ 0¢ J - ¢ O � () U W � N a) ¢ W I VI Ln W OO N W A G B Om N N w N M W A C 0 m ¢ Q N m0 O ZUJULI WmUJ O OW tq IL GIO N0 Y 0W ¢ O N (+J w rs U a w.w 06 ¢ o . w o w UJ REMOVE o p lyl o a w w tO MOO a0 U °a ¢ c•4 m sn TREE N Z W U < ¢ o 4 ¢ p 2 1 ¢ REMOVE m m 11 m U - - w 2 Ln 2 `+ m m w 2 e J o U B p❑ 2 TREE 1.. w 1 �' NEW 1 v NEW o 2 V E C MT G \ CGBS w 1 B ��.. 34 �� 9 ' E� j FDRgINAGE S M �L R/W' - REMOVE A REMOVE RAINAGE " 2 34' 34' A D `- -- - 4' W (n CL 4ON$TiCf11iN " gr FENCE 25 FENCE 1 SYSTEM 25 L R W 25 s - ' "" ' "' ADJUST EXISTING RELOCATE FENC -. -� - - - - - _ - - - - - - - +r ... ,y.',r MONUMENT TO GRADE W W WWYSTEM : f�' - - - M 0 37+00 sIcE 38100 9+00 40+00 _ 41+00 42+00 43+00 R $4 qQ E 4 00 4 47 Z x �I 4 JUST EXISTING CL CO STRUCTION "+ p MONUMENT TO GRA 95.. . :.:,► - _� �f MODiPY 1 G z I-� rTl i. _ SYSTEMG X CB _ _ _ I-•1 m E � ISI - - - - 1 i D 1 NEW C G 8 S m -. - - ... �. _ A ¢ 2 ¢ ¢ )- Cr t7 E W C G 8 S v W c/1 < < ¢ ¢ h Cr 2 CUR' E TABLE L 2 - FIr M ® as w g e 2 Q `¢ g ? a CURVE LE GTH RADIUS AN DELTA ¢ 2 ¢ '�' ¢ ¢ N m a U W w CI$ . 7.30 30.00 30.17 90'19'46" N T Ln Z ¢ Z r U m ti B I C ,ri N w z w ¢ F Z C7 (7 w o O w Q J N ¢ ¢ "' Ln ¢ Z J W ¢ Z ® C16 ',6.95 30.00 29.83 89'40'14" N I ? 00 ? (n Ww Z W W Q W mU N (n N W X ¢ Gp ¢ Z m J ¢ m m w tow N w o m m F N n ¢ 0 0 O > p o U w C17 '.6.94 30.00 29.82. 8939'00" of U a. Z I - °? Cr O W D w D e 3 `� 'Z L0 0' `° w 1+ Z w � O1 w ;' m (wn C18 47.31 30.00 30..18 90'21'00". °'" m n I F I '0 m U o La' w O z w 0 as I O n N h w M 0 wJU W ¢ I cls 47.31 30.00 30.18 90'21 00 ¢ �® d CONSTRUCTION NOTE: mU ® Z� C20 .g4 30.00 2 .82 89'39'00" Uw61 1�;Ww w¢ I WW 11 ' 1 C21 7.09 30.00 29.96 99.55'39" W mcq I (¢j FOR CONSTRUCTION DETAILS AND DRAINAGE DETAILS, mem m SEE SHEET 19 STREET C22 7.16 30.00 30.04 19.34'21" I W(AI C23 6.94 30.00 29.82 89'39'00" I Oi REMOVE AND REPLACE IN-KIND EXISTING CONCRETE C24 47.31 30.00 30.18 90'21'00" I DRIVEWAY OR SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE) O REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.) O HAND GRINDING UP TO EDGE OF MANHOLE (TYP.) 28 o I- N «a chi) � 0) � a I-- LO Of p � 28 r J Op J OD H 00 F- In F- p F- 00 t- co H 0) H n H UD I.- 10 F- r � ^ J bf O F-' O) O' ne W 00 O O J O J � O nJ M0' n Of (D Of I" JNJ NJ (OJ Ln 00 J Op Of 00 U 06 U 06 0 06 ne $I V Op O a6 O_ 00 00 00 o6 � 00 W 06 O 00 0_ 00 Df 00 O' J m U U U U 00m U . . U U U (J V U J m 00 U J W m m W W J H W J W J m J W J m J J W J DD W JmJW Jm J W _J m W W W (p W J lL W W W W W W W L� li W � n n IIn 00 U0 O m 24 (no UO n ro m � 00 00 N N o 0 o rn o D� aLO Oo MODIFY INLET 4 A w rn o 24 00 00 0) 00 N WITH TRAFFIC Ln FINISHED FL GRADE + (°Op o M rn 1`O) (o o n rn J t + N + _ RATED COVER + + + + O G + O.G. 0 CL + + + + + + + + + + + + W F_ O.G. ® CL + 1/I 7J\ LO m O.G. 0 CL 20 _ - - - - - - - - -+ � - - ` - - 20 ©27 LF 12" R AQ TYPE 1 GRATE STYPE 1 CATCH BASIN 1 FINISHED FL GRADE +95.55 8.22 FINISHED FL GRADEFINISHED FL GRADE -- -- -- -- - w ___. - II NV 12.0010 _ .__._ _ 32 LF 12" RCP I �.2(J% _ 32 LF 12" RCP 0.20% B TYPE 1 CATCH+b$.00 5T.32'LTASIN -_ ��TYEE �CAICH-BASIN - - I - � -� � ' �2_LF 10" BCP__ _- --- --- --- --- -- ._.. 16 © +68.63 57.67�LT s GRATE 18.22 I IIIT l s _ _ __ I I Q5 LF 12' RCP C TYPE 1 CATCH BAS N I C GRATE+98.86 2" RC LT S F TYPE 1 CATCH BASIN GRATE 18.17 INV 12" RCP 14.92 INV 12" RCP 14.94 LT ��' it -- _ -G E SDMH +74.0, 57.67 LT B TYPE 1 5ATC LT BASIN _D _ ___ +35.2$ 57:68'RT---I, I YPE h £AitH`SASM - &TYPE 1-£AT£H--BASIN - - ( --- _ _ _ GRATE 18.37 12 - - - - - ` GRATE 18.30 -- GRATE 18 178 LT - -- - - - - +99.53 " 25 RT J GRATE 1 RCP 12 f w GRATE 18.34 INV 10" RCP 15.02 RT < `I II B TYPE 1 CATCH BASIN x 3ASIN INV MATCH EX PIPE 12.00± NV 12' RCP 14.75 +99.28 5A32'RT2 RCP 14.75 INV 10 RCP 14.94 RT OINV RIM 18.0± TYPE 1 CATCH BASIN i INV 12" (N) 14.71 INV 12" RCP 14.85 -', _ ,_GRRATE_S$.3Q ___. __ _. - . _ INV CB MATCH EX PIPE 14.00± - -__ ;! - - - RATE-18.37 -- - -- 8 CP- - .-- - - __ _._ - -+INV NV 1 B MAT EX PIPE 11.801_ _ -_- _- ___ -- - - _. �_ __ - __- _ -__ _� NV 10" RCP 15.02 LT 8 DQ CONNECT TO EXIST CB CONNECT TO EXIST CATCH BASIN I' 26 LF 12" RCP ©+66.00 25'LT & RT a INV 14.54± 0_' O_' O_' 0_' O_' D_' 0_' J D_' 0_' J J D_' J J K J D_' P � 4 )J J J JJ 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 4 � )W W W w w LL W W W w w LL w L� W W 11 w W W w LL LL W W w w W w w LL W W W W W LL LL W W w w w LL LL LL W W w w LL LL LL LL w w w w w w w w ¢ J W J LY J w w w L� LL W W tL W tl t1 w w W w w tl d )O (0 O O ,p O N n m N m ? N LO W 'r 't N ? b O 0 n N m n m m -n W r m N N O O N N O m. N m N N O O w m O n m r O n r N O J J J J J J W W O O O O no 00 0 0 W W O LO < N L() N Ln Y .- n O N Ol 7 O M m 10 LC) Q M n n I� Ln r L() N m OI m (O O 1` O 01 m. OI m m O1 01 m T a0 m m r m r N W n LO r a W L() n M \ \ \ \ \ \ a � LO ^ ^ ^ ^ m m m m O O m m m )oi of of oi. of of ai C) rn m ou 0) M Cd CO 06 06 CO W CO ao 00 00 00 M GO Go M GO 00 0) ao Oi 00 Oi of 00 00 M M CO M M 00 ao CO Co Go CO ai CO CO ao ao Co 00 CO 00 a0 Go to :6 w w W w w w Cd m CO m M GO COM Lsi m ao C0 of of CO 00 ro * Ezp. 6/30/07 Ld 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 rFOFCAUEO w NO. BY DATE REVISIONS: SHEET NUMBER � DATE: 06/04/04 TIME: i1:53 a.m. " B " STREET IMPROVEMENTS 6 1 ici 5/24/04 Lowered west flowline Sta 31+50 to 36+38. O o SERVER: NONE SERVICE NONE c° PATH: N:\mt0522\Gadd\IG\ COUNTY OF Njo= R: DRAWING NAME: IPO6.DWG OF 22 SHEETS ws W 1 , PLAN AND PROFILE ASCALE L: PLOTTING VIEW: NONE VERTICAL: 1"=4 M � BEYOND ENGINEERING J DESIGNER: GILT PROJ. MGR: G T AT LEAST TWO DAYS SAN JOAQUIN (STA. 35+00 TO 47+00) HORIZONTAL 1'=40 BEFORE YOU DIG 909 CFfRRY LANE, SUITE 201 MANTECA. CA. 96387 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these source wExxr 200,230,0080 TEL 200.290.4188 FAX YInAUTECOM PREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 4-23-04 JOB NUER xplans. All changes to the plans must be in writing and must be approved by the preporer of these plans. MT0822MB