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GENERAL NOTES: LEGEND Limits of Clearing and Grubbing, Roadway Excavation and Mail Box Relocation 1) Sanitary Sewer Improvements shall be constructed in strict accordance with the City of Existing Proposed Stockton Standard Plans and Specifications, and all Amendments thereto to date. so so Storm Drain See Shoulder Details A RAW Const. A See Shoulder Details 2) The Contractor shall notify the City of Stockton 48 hours in advance of starting any This Sheet 20' 20' This Sheet Sanitary Sewer work required in the Plans. —SS—SS— Sanitary Sewer I 3) A City of Stockton Representative shall be present during all construction work related Var. to Sanitary Sewers. R & D Exist. Storm Drain See Sheet 4 for Details 0.30' A.C. Top Lift ' I R & D Exist. Sanitary Sewer ,Var. Var,_ 4) The Contractor shall exercise due caution and shall carefully preserve Bench Marks, ry Reference Points and all Survey Stakes, and shall bear all expenses for replacement i and/or errors caused by their Linnecessary loss or disturbance. Gas Main 77 = i ww Water Main The Contractor shall be held responsiblefor anyfield changes made without written authorization from the County. 0 Scarify and Recompact O Reset Survey Monument - 0.50' A.C. Base Frame and Cover p Native Soil to a minimum 6) All Stations refer to distances along Construction Centerline, perpendicular to or 90% relative compaction, radially opposite Centerline Stations, unless otherwise noted. TYPICAL SECTION Construction Line o See Plan for CARDINAL AVENUE AND SIDE STREETS 7) Prior to commencing any work, it shal I be the Contractor' s respons ib i l i ty to have each Angle Point Width Variations Utility Company locate in the field their main and service lines. The Contractor shall notify the members of the Underground Service Alert (U.S.A.) 48 hours in advance of LHCI Lamp Hole (0 LH (Main Cleanout) performing excavation work, sign relocation work and fire hydrant relocation work by Const. calling the tol 1-free number 1-800-227-2600. Lamp Hole `r" ISSN (Lateral Cleanout) Const. 8) The Contractor shall field verify all Utility locations and depths. Water and Gas lines Limits of Clearing and Grubbing and Mailbox Relocation Limits of Clearing and Grubbing --�— I are shown at approximate depths and locations on Plans. It shall be the Contractor, s A Gas Valve and Mailbox Relocation Exist. Curb, Gutter I sole responsibility to protect all existing Utilities, so that no damage results to them ' ®.n,� and Sidewalk to Remain _ I during the performance of his contract. The contractor shall be required to cooperate 10"a Water Meter ! 2' 2' with other Contractors and Utility Companies installing new structures, utilities and II p W ' services to the project. M% Water Valve Var 00 c---------------- I Var I _ —_ _ — — — — — — — — J —8= STORM DRAIN NOTES: Sprinkler I � — to be relocated 1) The Contractor shall expose existing Storm Drain facilities where connection is to be y Sprinkler made, to verify existing Flow Lines and locations. (by others) 0.25' Shoulder Backing � f I 2) Catch Basins shall be either Type 1 Curb Inlet Catch Basin or 18 Storm Drain Inlet Catch Fire Hydrant SHOULDER DETAIL 1 SHOULDER DETAIL 5 Basin per S.J. County Standard Drawings: l)-t`3 or CW-U14, unless otherwise noted. Fire Hydrant to be relocated � D � 3) Storm Drain Maintenance Holes (Type 1) per S. J. County Standard Drawing: CW-S7, unless otherwise noted. Utility Pole with RECORoorractions 8y _:lip Street Lighting ►�Fo Cshatl OS I_3 �< J " - 4) Contractor shall remove and reset 18" Storm Drain Inlet Catch Basin Frames and Grates as Coast. Const. � Y_ � �. Utility Pole I I Limits of Clearing and Grubbing [.late ,2 p-7 shown on Plans. Excess 18" Storm Drain Inlet Catch Basin Frames and Grates shall be the and Mailbox Relocation Any �Ar50ri g This QI�WiPi §;W d V�Pi f property of the Contractor. Utility Pole to be relocated Limits of Clearing and Grubbing and Mailbox Relocation All information lV rlspectin T1� Site Of Work (by others) i Curb, Gutter and Sidewalk o 2 2 2 Mail Box See Plan for Width_ _ _ Var. _ c See Sht. 25 for Details 0I Relocated Mail Box Var._ 87, _ _ S## Road Side Sign SO v — — — Const. xX— x—x— Var._ I I Fence MEMO H Ditch FL Exist. Ditch ' 'J''S""' ' 0.25' Shoulder Backing Limits of Clearing and Grubbing and Mailbox Relocation Trees/Shrubs g 9 9 to Remain 0 Utility Vault ' SHOULDER DETAIL 6 _ 2' Var. _ ( L_ SD### ; M (torm See Table non Plann & ce Hole SD### L o �� Profile Sheets for Notes) c SHOULDER DETAIL 2 Coast. Var � _87, -- 27. Sanitary Sewer Maintenance Hole Const. Limits of Clearing and Grubbing and Mailbox Relocation I Ss### ;M; (See Table on Plan & 0 Ss### Profile Sheets for Notes) I I Curb, Gutter and Sidewalk 0.25' Shoulder Backin Limits of Clearing and Grubbing and Mailbox Relocation See Plan for Width Var. Of I g 18" Dia. Storm Drain r I See Sht. 25 for Details CB### CI® Inlet Catch Basin ® CB### Curb, Gutter and Sidewalk ;` � (See Table on Plan & L SHOULDER DETAIL 9 See Plan_ for Width _ _ 2' 2' ° ° Profile Sheets for Notes See Sht. 25 for Details 0 I 0 `ate - R & D Exist. Storm Drain Var._ _ Var._ SIDE STREETS SHOULDER DETAILS *CB### Inlet Catch Basin — ' I (See Table on Plan & \y `� — —Profile eets or Notes) � - ., I '± y e +� �Station Street Side Shoulder Sheets f N s) Begin End Left Right Detail Place 0.30 Asphalt Concrete Arde l l e Avenue Type 1 Curb Inlet Catch Basin -' (Miscellaneous Areas) cB### r:;l See Table on Plan & ® CB### -Ditch FL = CARDINAL AVENUE SHOULDER DETAILS 9+00 9+70 x x 6 Profile Sheets for Notes) Station Street Side Shoulder 10+30 11+25 x x 6 Begin End left Right Detail Marsh Street SHOULDER DETAIL 3 SHOULDER DETAIL 7 0+24 6+18 x 1 9+00 9+70 x x 6 Curb Romp Type A 6+18 40+67 x 2 10+30 11+25 x x 6 40+67 41 +88 x 4 0+06 Curb Ramp Type B Const. � 42+20 42+67 x 5 9+00 9+70 x x 6 Const. 11+25 x x 10+30 n�� 7�2n � 6 Bulb Out with Curb -�� -� Limps oT Gearing and GrUDDing and MaIIDOX KeiocaLIOn -- _ "' �'Y 1 ' JV A Washington Street Kamp type G � Limits of Clearing and Grubbing and Mailbox Relocation 1+75 5+20 x 3 I Curb, Gutter and Sidewalk E o I � E 5+20 6+33 x 2 - 9+00 - 10+30 9+70 - 11+00 x — --- x - --- 9 __ 6 -_ Curb Romp Type D See Plan __for Width _ _ 2 _ , See Sht. 25 for DetailsI C 2 Var, 3 o 6+33 13+14 x 1 x ' — Enbankment CK � 12+24 30+22 x 2 10+57 11+00 Miller Avenue x 8 (Select Native: Free U P.C.C. Ramp Var, $� _ of A.B. & A. ' 30+22 31+05 x 7 9+00 9+70 x x 6 i i l 1(: 2 I Var. �490 _ `_ — — 31+05 40+67 40+67 41+93 x 2 2 Dana Avenue Minor Concrete (Driveway) Y) x 9+00 9+70 x x 6 or Driveways T Y (Type D ) 11-Ilf li; =I � 41 +9 3 4 2 +6 7 x 5 10+30 - 11+25 x x - -- 6 ---- See Sheet 24 for Details Place 0.50 Asphalt Concrete Elvin Avenue (Miscellaneous Areas) 9+00 9+70 x x 6 I Roadside Ditch SHOULDER DETAIL 4 weber Avenue 9+00 9+70 x x 6 SHOULDER DETAIL 8 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE TYPICAL SECTION AND CARDINAL AVENUE IMPROVEMENTS SHEET �. ?��tt 8/05 COUNTY OF SAN JOAQUIN No SCALE SHEETS Clyttt�nti 8/OS !!-ts-os►"zs-es �UUG�N� '�oS GENERAL NOTES (Main Street to Weber Avenue) 3 31 FILE NAME DRAWER SHEET NO. CAb E:\Projects\2006\Cardina1 Avenue\Plans\Final Plans\Typical Section.dwg REVISIONS DATE -% J 1