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►-, <br />I <br />U <br />Uo <br />Y <br />O <br />V <br />Shading denotes limits --J <br />of 0.12' A.C. Overlay. <br />See Overlay Schedule <br />for limits of work. <br />Point of Connection <br />15"S — <br />t.xistmg pity <br />Sewer <br />oo 4" Sewer Lateral <br />+ with Location <br />r- <br />/-- Maintenance Hole <br />8" Sewer Line -/ Lamp Hole <br />• <br />LEGEND <br />---- 2"G ---- Existing Gas line and size <br />---- 6"W ---- Existing Water line and size <br />---- 24'S ---- Existing Sewer line and size <br />---- 8"TC ---- Existing Telephone Cable <br />- -�� - Existing Maintenance Hole <br />PROJECT ENGINEER DATE CHECKED <br />_DRAWER SHEET NO. ACAD_ <br />c.. a_dots\wesLln\westln\,dwg\gnotes <br />- Existing <br />SeCity wer Stockton City Limits <br />STREET <br />I w n <br />U) <br />``' <br />Z 4 <br />�r <br />/C', <br />C) <br />1 <br />rt <br />Q <br />T - V <br />Vol <br />2 <br />I <br />J, � <br />��Q <br />LLI <br />13 <br />1 «r <br />i <br />-- <br />1 <br />J <br />KEY PLAN <br />SCALE: 1" =200' <br />AVENUE <br />Additive Bid <br />Alternative <br />Existing <br />C.G.&S. <br />(TYp•) <br />E.P. <br />(TYP•) <br />Limits of <br />A.C. Paving ; <br />i <br />i <br />1. <br />All elevations are U.S.G.S. datum. <br />5. <br />The County reserves the right to revise the locations <br />ROAD <br />of the service laterals shown on these plans prior to <br />2. <br />The locations of the existing underground utilities are <br />STADIUM DR. <br />their actual installation. No adjustment of compensation <br />0+14 <br />plotted from records obtained from the utility <br />STA. <br />will be made for any such relocated service laterals <br />CORONADO AVE. <br />companies. The County shall not be responsible for <br />0+75 <br />regardless of the reason for such relocation. <br />STA. <br />the accuracy of such records and does not guarantee <br />SAN MATEO AVE. <br />STA. <br />1+40 <br />that the underground facilities are as shown. It is the <br />6. <br />The County has obtained a general construction storm <br />SIERRA MADRE AVE. <br />Contractor's responsibility to field locate all underground <br />0+40 <br />water perlt in accordance with the Clean Water Act, <br />permit <br />STA. <br />facilities to excavation operations. <br />P P <br />National Pollution Discharge Elimination System (NPDES) <br />3. <br />Existing water and gas mains are shown on the plans, <br />and State Water Board Order No. 92-08-DWQ. <br />The Contractor shall be responsible for the preparation <br />but water and gas service laterals are not shown. The <br />Contractor shall field locate all such service lines prior <br />of the Storm Water Pollution Prevention Plan (SWPPP) <br />to excavation operations and shall protect thein from <br />by <br />as required by the NPDES regulations. The SWPPP shall <br />damage. Any damage to existing facilities caused <br />be submitted to the County for approval prior to the <br />the Contractor's operations shall be repaired dt his <br />start of construction operations. Two copies of the <br />expense. <br />a <br />proved SWPPP shall be provided to the County. <br />The <br />contractor shall have one copy available on the <br />4. <br />When excavations approach the approximate locations <br />job site. The Monitoring and Reporting Program shall <br />of the underground facilities, the exact location <br />shall be determ ned by careful probing and hand <br />be conducted by the County. <br />cliggging . Once the facility is uncovered, adequate <br />Protection shall be provided to prevent domagie to the <br />7. <br />Notify City of St•:,c:kton prior to start of construction <br />existing facllitie:. <br />operations at (2D9) 937-8250. <br />8. <br />City of Stockton shall inspect point of connection to <br />City Sewer. C ty shall also inspect sewer mains and <br />trench to 1 foot above pipe and service laterals from <br />main to property line, excluding cleanout. <br />OVERLAY <br />SCHEDULE <br />ROAD <br />LIMITS <br />STADIUM DR. <br />STA. <br />0+14 <br />to <br />STA. <br />8+45 <br />CORONADO AVE. <br />STA. <br />0+75 <br />to <br />STA. <br />11+04 <br />SAN MATEO AVE. <br />STA. <br />1+40 <br />to <br />STA. <br />11+98 <br />SIERRA MADRE AVE. <br />STA. <br />0+40 <br />to <br />STA. <br />10+91 <br />6' A.C. Planing <br />(TYP•) <br />I <br />12' Var. Depth <br />A.C. Paving <br />L <br />I ' <br />ALPINE AVE. <br />PLANING DETAIL 3 <br />SCALE: NONE <br />CORONADO AVE. - STA. 0+75 <br />SAN MATEO AVE. - STA. 1+40 <br />SIERRA MADRE AVE. - STA. 0+40 <br />STADIUM DR. - STA. 8+45 (Similar) <br />_ SpU/BM/ITTEDI DATE PR VED _ DATE_ <br />0.089 - <br />Planing Depth <br />0.00' - <br />10' A.C. Plani <br />Limits of <br />A.C. Paving <br />R/W <br />Conform <br />FULTON STREET <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I � I <br />25' <br />E.P. <br />6' - <br />Var.Deptf <br />A.C. Pavir <br />9. All improvements shall be constructed in strict <br />accordance with the following: <br />City of Stockton Standard Specifications adopted <br />February 1, 1981, and all amendments thereto <br />to date, and California Department of <br />Transportation Standard Specifications (CALTRANS) <br />dated July 1992, where applicable. All work shall <br />be under the inspection of the respective entity. <br />At the time the project is bid, use City of <br />Stockton Standards currently adopted by the City <br />Council. <br />10. The County shall obtain an Encroachment Permit <br />from the City at the County's expense. The <br />contractor shall execute this encroachment permit <br />with the City prior to the start of work. <br />11. After the sanitary sewer pipe has been laid and <br />backfilled, it shall be tested for watertightness as <br />specified in Section 71-B, Sanitary Sewers", <br />of the special provisions of the project specifications. <br />12 Finished elevation of new frames and covers shall <br />match surface of new A.C. overlay unless noted <br />otherwise. <br />Const. <br />I <br />Limits of Clearing and Grubbing <br />I <br />14' 14' <br />8• 8' <br />I <br />/'�lolt,�rlrr/ �Qrf1V.6t;a+rlltll <br />25' <br />E.P. <br />6' <br />ir.Depth <br />Paving <br />See Planing <br />Detail(1) <br />0.12'A.C. Overlay I Existing Structural <br />Section <br />TYPICAL SECTION <br />SCALE: NONE <br />- 25' Var. Depth <br />A.C. Paving <br />6', A.C. Planing <br />i <br />E.P. (Typ.) <br />Existing <br />C.G.&S. <br />(TYP-) <br />PLANING DETAIL__ �l <br />SCALE: NONE <br />CORONADO AVE. - STA. 11 +04 <br />SAN MATEO AVE. - STA. 11+98 <br />SIERRA MADRE AVE. - STA. 10+91 <br />COUNTY OF SAN JOAQUIN <br />Conform <br />Exist. A.C. --\ <br />6' <br />R/W <br />NOTE: <br />The locations of longitudinal paving joints <br />are at the option of the Contractor. <br />Existing Surface <br />0.08,-\ <br />Existing C.G.&S. to <br />remain in place <br />PLANING DETAIL_/7 1 <br />SCALE: NONE <br />ST LANE HEIGHTS / PARK <br />SEWER PROJECT, P _ <br />GENERAL NOTES <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED APPROVED BY: DA SHEET No <br />DESIGNED BY: j� Z <br />DRAWN BY: C.J.G. 10SH <br />EETs <br />SCALE AS NO QED CHECKED BY: `S' PROJECT "°. <br />CI (NEER <br />RECORD DWG.: I STOCKTON CALIF. <br />17* <br />1 <br />