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'ON 133HS 83MV80 3WVN 3113 <br /> BEGIN RECONSTRUCTION <br /> WALLACE AVENUE <br /> RWConstruction <br /> Sta. 25+81 Mendocino Avenue <br /> St = Sta. 4+34 Wallace Avenue <br /> �O <br /> for / Install Curb Ramp Type Sta. 0+00 Monterey Avenue <br /> ^ = Sta. 1+99 Wallace Avenue <br /> 95.98 SDI Type 2 per Sheet 2 <br /> BCR 95.9j 95.83rate See Sheet NO , 4 to� re�main2inDplo place <br /> Dwy Conform (ou) Dwy Conform ECR 4+19 <br /> Dwy Conform 25.5' to R/W C No Dwy Conform Dwy Conform 23.5' to R W *18 SDI Grate i' BCR 4+48 <br /> G) / Ct 95.57 * 18 SDI Grate <br /> A I 27,5 to R/W I o+ o I 23.5 to R/W CL 23.5 to R/W I� I I NO 95.57 <br /> I 00 I Dwy Conform <br /> rn �� o+ I _ n) - - I - - 23.5 to R/W ICt - - OD <br /> m /+� + %K m <br /> (O O' J M (d M M M M -�--'Y- M M M M <br /> / p 4444VIIII - M M �� ;J <br /> •% M M M M• � � M � <br /> C) •A /v^ <br /> - /� ++ <br /> F J <br /> a WALLACE AVE ;U E <br /> o � <br /> / N <br /> EP N N n <br /> 2 <br /> ss ss � ss ss ss ss ss ss ss ss ss <br /> ss ss ss ss Z N CD <br /> 1 ss ss ss <br /> U EPss <br /> \ r <br /> ? ss ; ss ss ss r-1- <br /> J <br /> a a a ' a a a a D c u a� <br /> a O _ o <br /> 2 a 2 a <br /> a a a i I a <br /> z <br /> p Z `SC 14 <br /> O M BCR / + -� Dwy Conform Dw Conform ; +SDI rate Existing tree to remain 25.5' to R W y . Existing 12 Dia RCP rno 9Grind 4 Stum s shall in laceCR CR / 25.5 to R/W Ot to remain in place3t n °� 95.85 be aid undeP the Clearing P ECR 0+50 ECR 4+21 <br /> a Of08 <br /> andGrubbingitem of work. 96.27 -7 <br /> 1 <br /> 4 �Typ) See Sheet N O • / *18"5. SDI Grate BCR 4+51 <br /> 95.57 95.58 <br /> See o Sheet *158 Soi crate <br /> 95.57 <br /> * Reconstruct 18M SDI per <br /> 18M Storm Drain Inlet Modification <br /> Detail on Sheet 2 <br /> PLAN SCALE <br /> 0 20 40 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> .. ...................................................................:......... ......... ......... ......... .........;. ... <br /> ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... <br /> To FH Northeast Corner ::......... Water--and gas lines depths;'arrd' locatians-ore' noY'sh'own <br /> P ` i tr tor' le p n it <br /> . Water a <br /> on :profile: It shall be the Con ac s so res o sib' ity <br /> of Wisconsin Avenue and to protect all existing: utilities. <br /> ............. ..... ..... ..... ..... ..... ..... ..... ..... ... .... ..... .. ..... ..... ..... ..... ..... ................... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... <br /> Mendocino Avenue)=97.84 <br /> Sta: 0+17 : <br /> EIev=96.87 Sta 1+00 'Sto 1 +52 98 <br /> 98 sta 1+99 <br /> Si 0+60 ............ ... .. .:EIev-.9.6..59..:.........:......... :.. Ska..3+.00.......:.. ..;.. <br /> . .. . ......... . .. EIev�9Fr.52 �. <br /> QEiev;96.37 : Elev-96.44 : <br /> � Elev=96.29 : :t EI3+8 6 0 StaEi4+0 6 0 Sta 4+34.. . St E 4+8.2..8 . <br /> e ev- -9 I 5. <br /> : <br /> ev=:9 <br /> . : : Existing � Grade �aElev�5 76 <br /> New Grade _ ' <br /> v-9 5: -9 5 � EIev 6.Q5 � <br /> _1117 _ - <br /> 16, ------- -- - . - Rt 1� � FL �__ 0.299° Rt ----- -- - -- ?_� -- - -- - _ _ 96 <br /> 0.17.% � -- -.- �_�_L - - <br /> 96 �_ --- - - - -.---. - _ -,,. ?d2Q ,,.,. - <br /> ��� ... ..... ..... ... ... - .Tr.T.T.. }TETT. .� / .. <br /> - <br /> ...............................1...(.. . x...0..38%_. Rt .1 Lt _.I' _ - = --• = _` ..'... _ <br /> - �+�§+� 1t II 7 FL (Lt) -...0.28 (Lt) .... �� moi.- Rt F� �� : -0.:19% Lf - <br /> - g - - - <br /> l. 0.21% Lt <br /> a.1 <br /> Grpde Break II <br /> M <br /> X0.22 <br /> % Rt <br /> 0. 2 <br /> :Grade: Break Std 1 +50 BCR Rt <br /> :I I 2 % <br /> (�: w <br /> -. - - Sto 0+69 (ECR Lt) EIev=96.19 otl@"Brea : Grade; Brea : Lt FL- Q D <br /> EIev=96.01 Sto t+82 ( t) I I Rt <br /> I 2 5 tBCR Lti) a prop - L (D <br /> ev= . - 9 4 <br /> - .......:..... ..... ..... ..... ..... ... <br /> EI -.96 0 : : I { `` : EIev 95 68 Sheet No: 4 . rade Break : <br /> 94 ..... ..... .........E..I..... ..... .... ..... ..... ta..4.+82. .ER. Lt <br /> _ ........................................................................................................................................................... .. .. - <br /> -.. Peconstruct..SDI. (TYpet).... . ... . <br /> Reconstruct: SDI (Type 1: $to 0+36 59 Lt <br /> ' ( YP ) ZF <br /> �le 95.471 - <br /> Sta 0+09 (38' Rt Grate EIev = :95.83: <br /> _ .... ..... ..... ..... ..... ..... ..... ..... <br /> _ .....'...................:.........:....... ..... ... .............. .. <br /> Grate Eleu......95.85...... : <br /> ........lhv..Etev......93.95............................................................................................... :.. :.� ..:.. - <br /> : Inv EIev = 94.05 : �� � � : { <br /> _ss 8 Sa ita Sewer . N <br /> �s5_r__ <br /> ss ss : ss . 8„ $anitar 92 Z <br /> SS Sewe' : o <br /> 92 ss f... ................................. ......... .. ..... ;.. <br /> .-... .. ........................ .ss 1 .. . <br /> n ss �... <br /> ss s Sr, 'Sanitory <br /> ss; ss sb-; Lss� s sLLJ <br /> ss wer 1�ss ss : � ss ss 10 ' Sanitary Sewer <br /> s :$5 SS 55 T_ sS SS sk�-ss <br /> U <br /> s : <br /> ss . ss ss: : ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ss ..... ...ss ..... :SS.-- ..... ..... ..... ..... ... 0] <br /> 0 2 4 ..... ..... ..... ..... ss. ss. .. ..... ..... ..... ... O <br /> ........................................ ..... ..... ..... ..... ..... ..... ..... ..... .... 49 <br /> . s. � ..: ..;ss ss : J <br /> VERTICAL ss: ss ss -ss ss ss $s� 90 U <br /> SCALEIN FEET .... ............... ..... ..... ..... ..... ..... ..... ..... ..... .......... r <br /> 90 ..... ..... _....... ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ow <br /> 0 20 40 � Z <br /> HORIZONTAL <br /> ......... ......... ......... ......... ......... ......... ......... ....... ..... ..... <br /> ..... ..... ..... ..... <br /> SCALE IN FEET N <br /> w <br /> 3 <br /> iii <br /> STA. 1 0 1 2 3 4 5 z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL 0 <br /> 11/06 COUNTY OF SAN JOAQUIN SCALE PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION , N0. SHEETS <br /> �af'W 0� 3/07 `�'"to 4/'�''� "�o� /� i - �1.4s y�'�' AS SHOWN PHASE 3 <br /> 9 12 a- <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS IDATE <br /> W 1 •Y�nmor.. 0-."cu ftS~ <br /> .cc 3 r F"na, <br />