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'ON 133HS I 213MV80 Limits of Clearing and Grubbing and Mail Box Relocation Roadway Excavation See Shoulder Details R/W Const See Shoulder Details This Sheet 16 — 26 16 — 26 This Sheet See Plan for Width Variation See Plan for Width Variation 0' — 3' _ I I See Plans 30' AC I 1.5% — 3% I I 1.5% — 37. -- d R an ecompact Scarify LO TYPICAL SECTION 0.55' AC Base Native Soil to a minimum 90% relative compaction.EIGHTH, NINTH, E LE VE N TH AND D STREET Const Limits of Clearing and Grubbing and Mailbox Relocation IEarthwork I Limits Roadway Excavation _ (Misc Areas) _ 1' I Roll Curb, Gutter and Sidewalk © 6' (See Sheet 21 for Details) SHOULDER DETAIL 1 Connst I Limits of Clearinq and Grubbinq and Mailbox Relocation r— I _ Limits Roadway Excavation Vertical Curb, Gutter and Sidewalk (See Sheet 21 for Details) SHOULDER DETAIL 2 Earthwork (Misc Areas) 1' Var 0 0 i L O C 0 •b returns R W LLimits of Clearing and Grubbing I IEarthwork (Misc Areas) 1' I I 5' 4' See Sht 21 Graded with I for Details Native material E I o Exist Curb & Gutter C 0 Var I T _ TYPICAL SECTION - D STREET & LOOMIS AVENUE D Street : Sta 4+69 to Sta 9+73 (Rt) Loomis Avenue : Sta 5+50 to Sta 10+08 (Lt) DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE FILE NAME I DRAWER SHEET No I ACAD REVISIONS DATE A❑ 0.65' : Sto 0+35 to Sta 11 +43 (Eighth St) 0.50' : Sto 0+53 to Sto 11 +20 (Eleventh St) 1 0. 45' : Sto 10+57 to Sta. 22+00 (Ninth St) � � � y j r S '�"' r).r)o' . a,b1.ig;A PA �c 'Fi'hhv ai.?t' o.�r''�c ,t .. S74 i?� • © 5' : Sto 12+ 11 to Sta 22+75 (Q) & (Rt) Eighth St 2.5' : Sta 26+60 to Sto 31 +56 (Q) D St 4.5' : Sta 26+60 to Sto 31 +56 (Rt) 0 St 1' Sto 0+53 to Sta 11 +20 (Q) & (Rt) Eleventh St © 6' Sto 0+70 to Sta 1 +27 (Rt) Eighth St 4.5' : Sta 27+00 to Sto 29+58 (Rt) D St SHOULDER SCHEDULE LEFT RIGHT LEFT RIGHT EIGHTH STREET NINTH STREET Station to Station Detail Station to Station Detail Station to Station Detail Station to Station Detail 00+35 to 22+75 1 00+64 to 00+90 2 10+57 to 21 +76 1 10+57 to 21 +76 1 01 +21 to 10+25 1 ELEVENTH STREET 10+75 to 11 + 17 2 00+71 to 11 +00 1 00+64 to 11 +00 1 13+27 to 22+75 , D STREET 27+22 to 31 +66 1 27+00 to 29+58 2 GENERAL NOTES 1. Prior to commencing any work, it shall be the Contractor's responsibilities to have each utility company locate in the field their mains and service lines. The contractor shall notify the member of Underground Services Alert (USA) 48 hours in advance of performing excavation work by calling the Toll Free number 1-800-277-2600. 2. The Contractor shall field verify all utilities locations and depths. Water and Gas lines are shown at approximately depth and locations on Plans. It shall be the Contractor's sole responsibility to protect all existing utilities, so that no damage results to them during the performance of his contract The Contractor shall be required to cooperate with other Contractors and Utility Company installing new structures, utilities and services to the project. 3. The Contractor shall exercise due caution and shall carefully preserve Bench Marks, Reference Points and all Survey Stakes and shall bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance.or disturbance. 4. Asphalt Concrete 0.30' shall be placed in two (2) layers of approximate equal thickness. 5. All mailboxes within the Project Limits shall be relocated by the Contractor. See Plan for Locations 6. All existing trees, shrubs, fences, concrete walks and other frontage improvements are to remain in place unless otherwise noted. 7. Quantity paid for Curb, Gutter and Sidewalk in linear feet is measured along the flow line of the gutter pan. 8. Asphalt Concrete Driveways to be removed as part of Roadway Excavation. 9. Additional #4 rebar and extra width sidewalk are required in the section shown on Loomis Avenue (Sheet No.16) shall be included in the unit price for Minor Concrete (Sidewalk), no additional compensation is allowed. 10. Installation of Type B Vertical Curb on Pock Lane will be included in the unit price of Minor Concrete (Sidewalk). 11. Expansion Joints shall be provided at 20' to 25' intervals at Concrete Curb, Gutter, and Sidewalk. 12. Sanitary Sewer Maintenance Hole and Lamphole Frames and Covers shall be reset to grade per City of Stockton Standards. Refer to City of Stockton Standard Plan Drawings. 13. The Contractor is to notify the City of Stockton Municipal Utilities Department at (209) 937-8868 72 hours in advance of adjusting Sanitary Sewer Laterals or resetting the Sanitary Sewer Maintenance Holes and Lampholes to finished grade. 14. Sanitary Sewer Laterals shall be adjusted per City of Stockton Standards. Refer to Improvement Standards Drawing No, 46, 46A, 62 & 63. 15. The Contractor shall be responsible for adequately scheduling inpectiion and testing at all facilities constructed under this contract. All testing shall conform to the Standard Specification. All re —testing shall be paid by the Contractor. 16. Locations of utilities shown on plans are approximate. Water and Gas line depths are not shown on profile. It shall be the contractor's sole responsibility to protect all existing utilities. COUNTY OF SAN JOAQUIN I NO SCALE 1' E 0 Exist Fence —) Limits of Clearing and Grubbing Var 26" 4.5' Sidewalk 6» Type B Vert Curb 18%_ , 2% ti. 4 (Min) Class 2 Aggregate Base compacted to a Embankment minimum relative compaction of 90% Sacked Concrete slope protection Earthwork (Misc Areas) — TYPICAL SECTION - POCK LANE Sta 64+35 to Sta 64+50 Stu 64+79 to Sta 64+98 Limits of Clearing and Grubbing 4' Sidewalk 20' RfW I R%W See Sht 21 I Exist Fence E for Details 2' Var 0 0 x0 (D Var, 2% _ VarN --- I I Embankment Earthwork (Misc Areas) TYPICAL SECTION - POCK LANE Sta 58+36 to Stu 62+62 Stu 62+88 to Stu 63+31 Sta 63+69 to Stu 64+30 Sta 65+48 to Stu 66+37 Exist Fence L_ AO c 0 R W I I w I I Embankment Earthwork (Misc Areas) TYPICAL SECTION - POCK LANE 1' i 4' Sidewalk _ 20' See Sht 21 for Details Var Stu 65+00 to Stu 65+22 Stu 66+63 to Sta 67+50 Exist AC Dwy _ _ 4' Sidewalk See Sht 21 for Details Limits of Clearina and Grubbing R W 7' Dwy Type 0 Earthwork (Misc Areas) DRIVEWAY AT POCK LANE Stu 62+67 to Stu 62+83 Sta 63+36 to Sta 63+64 Sta 65+25 to Stu 65+43 Stu 66+42 to Stu 66+58 Note: Stations omitted at Pock Lane indicate Sidewalk Transition TYPICAL SECTIONS & SHOULDER DETAILS Existing e 1*3 LEGEND Proposed Storm Drain <M— Sanitary Sewer R & D Exist Storm Drain Gas Main Water Main Construction Line 0 Angle Point Gas Valve to be adjusted by others Water Meter Water Meter to be adjusted/relocated by others Water Valve to be adjusted by others Sprinkler to be relocated by others Fire Hydrant Fire Hydrant to be relocated Utility Pole Utility Pole to be relocated -+- (by others) Mailbox Relocated Mailbox Fence Trees/Shrubs Limits of Asphalt Concrete (Misc Areas) Limits of Minor Concrete (Driveway) Limits of Driveway v000vvvvav (Type D) ovovoovoo vvv0000vvv Type A Detector Loop O Type B Detector Loop Conform to Existing Radius R r Peter D. Martin Registered Civil Engineer SOUTH STOCKTON SIDEWALKS SHEET TOTAL NO. SHEETS (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 2 25