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'ON 133HS 83MV80 I 3104VN 311A BEGIN RECONSTRUCTION WALLACE AVENUE RWConstruction SfQ / � Sta. 25+81 Mendocino Avenue `o 0 3� // / / Sta, 0+00 Monterey Avenue - Sta. 4+34 Wallace Avenue 9S m Install Curb Ramp Type = Sta. 1+99 Wallace Avenue 9S BCR 96 SDI Grate Type 2 per Sheet 2 5,91 95.83 See Sheet No. 4 Existing 12" Dia RCP to remain in lace Dwy Conform 9)hr- Dwy Conform ECR 4+19 P M Dwy Conform 25.5 to R/W CL Na 0 Dwy Conform Dwy Conform 23.5' to R/W *18" SDI Grate 4+48 27.5' to R/W o� 23.5 to R/W CL 23,5' to R/W (o a) 95.57 �c 18 SDI Grote (0A , ► I + a I I� I I I 95.57 c,a I Dwy Conform A� / rn o+ I I ( I N m _ _ I - I - 23.5' to R/W ICt w w 0 0. +rn - _ - 00 - - + m <O w M M O M M M M M M M OD M M O M •Oa M � M i �� / cn - - --- - - ---- -- - z A _ N Vo �' EP ^' WALLACE AVE� UE N N C) � s5 y5 55 55 55 SS 55 55 55 55 55 SS 55 N _ 1 �� N U EP ss ss _ G - --- -- / O --- �0 m � N � 0 --- --_-_- - -7 z corn ��A � _ IT _ vim IQ rCT m _a Q� O BC + "rn� Dwy Confor I I I °' i + R DI rate w Existing tree to remain Dwy Conform 3 9S R 7 25.5 to R W Existing 12 Dia RCP rn 00 on '9S 95.85 Grind 4 Stumps shall in place / � 25,5 to R/W CL to remain in Sto °� be paid under the Clearing ECR 0+50 6.26 placeECR 4+21 0� 08 and Grubbing item of work. 96.27 -7 l¢ See Sheet N o • / *1 8" SDI Grote BCR 4+51 95.57 See She95.58 N o. 4e t *1s8� Sri crate 95.57 * Reconstruct 18" SDI per 18" Storm Drain Inlet Modification Detail on Sheet 2 PLAN SCALE 0 20 40 SCALE IN FEET ASSUMED DATUM: . .. .. .. .. .. . .. .. .. .. . . .. ..... ..... ..... ..... ..... ..... ;.........'......... ......... .... .. Top FH (Northeast Corner :.........:..... .... Wafer and gas lines depths, arrd locations are not shown of Wisconsin Avenue and tr tor' Ie responsibility on :profile: It shall be the Con ac s so res to protect all existing utilities. :.........:.........:.........:.........:.........:....... ....... ..... ..... ..... ..... ..... ..... ..... .... Mendocino Av = 7 4 enue 9 .8 Sta 0+17: 98 CE lilev=96.87 Ste 1+00 Sto 1+52 Stn 1+99 sta o+60 .. 98 ...................................... . .. .. .. ... .. Elev�.9.6..59.. .........'.... .............. . :.. :.........'......... .........'.........'....... .................................. EIev. 96.32 ;.......Sia..3+.0p.......'.........'..... i Elev=96.37 : EIev=86.44 : lev= .. ... ..... 2 le 6.0 - lev 95.8 lev- 0 -9 .... Niw Grade . Existing � Grade � EI to 3+80. S#a Sta 4+ 0 . E .9 4+34 6 9 . 0 E v=9 5: 6.q5 � E 0 : Sta 5+00 �- pry/y 1 p/� j�}�Oy • � � Elev=95 76 +.16 - II - --� - -- -- - 1 FL �_ -' ----- }- - -- --� - - _ 9 0.17% �Rt _ -�- - __=0.29% RY -� -- _ _ 6 'F --_ -i-- - -- __l_�-� - - - --_ _ - 96 ..... .1... R. .... 38%. Rt .� -.... -.---.- -- ,., ....._._ - - yyy T fT T!T�.TT T!T!TI. ... .. ..... ... _ _ ._. 0:1 Lt .. .. .. r I - -- - _ .Sly-�__.. .. _ 6'Z9'� -0:2f % (Lt) -_�:��Ms,� _ _ - -0.21% Lt { 0;19% Lf J `�. \�� • F.E Grpde Break Grade: Break Sta 1 +50 BCR Rt x-0.22%(Rt) -p,<.2% M .............................-.. ......:......... .........:...................:.........:...... ...... . . . .(...........)..... :.........:.........:.........:....... (�: w -. - - Ste fl+69 CR LY = Grad Brea ;....... fL.. Rt. .... ......... ..... ......... ... ......... ......... .........'......... ....... ( 1 I EIev 96.i 9 @ f (, } EIev=96.01 : Sta t+82t) Lt = 20 Stad3+85a&CR Lt) See profile Rt CD 94 : : : : : ev- :EIev=95.68 : Sheet No: 4 • rode Sreak ' 94 o EI -96 FL � 14c :.... -. - - - - Reconstruct SDI {Typal) - ... ..... ..... ..... Reconstruct: SDI (Type 1 Sta 0+,36 (59 Lt ( v= II Sta •4+82..(E�R..Lt) .. ;.. ......'.. ( yP ) I ..... 7 Cn o Sta 0+09 38' Rt Grate EIev = :95.83: C le 9 ,4 II li U _.. ) ....................................I.v..Ele........93.98......................... ....... .. .. ..... .. ... ....... .... .. ..............................................................I...I...� . Grate Elea _ 95.85 ....... ... .... ..... ... ............... .... .. Inv 'Elev = 94.05 . 8„ S : . : I I of SS--- _ss_ _a nary Se r : ( ( (D 92 S5 ss ss 8" $anitor' Sewef I `+: 92 Z - .........:.........:.........:......... .........:. ... ...:......... . ..... ..... ..... ss ..... ..... ..... ..... ..... ..... ..... .... n-- -.ss �_. n�-ss- : n 8 ' ito y Sewer ss; sy-tel ssSS i c i i i i ss z .. LLJ --Y---ss ss ss c i ..I ss � 10 Sanitdr Sewer 0 2 4 ss . ss T ss ss - ss ss ss ss - ss San 1 =s ...: ........ ...................:.........:.........:.........:.................................................:.........,.. ......SS _____ :... .. .. .. ss VERTICALSS SS SS-ss n m 90 SCALE IN FEET n--�-� ss ss s 90 0 20 40 O � HORIZONTAL 0 .................................................. SCALE IN FEET V) W 3 w STA. 0 1 2 3 4 5 Z DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL v c 11/06 COUNTY OF SAN JOAQUIN SCALE PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION, NO. SHEETS Yashiro 0 mw 3/07 ` -11;0 f/�7 f�o7 /� i �jnr. iysfs AS SHOWN PHASE 3 � 9 12 a FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE vma[crVaonr.Conry aye n.a4+.s� MCC]PYoY��aY�w'C M iy,d ala