W748 - W759 - Laserfiche WebLink

Home Browse Search

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