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83MVZI0 3WdN 3113 GENERAL NOTES: r A 0 M 1. Prior to Railroad rail removal operations, Contractor shall saw (line) cut the existing asphalt concrete to a depth z 0 of 0.50 . Compensation for saw (line) cutting shall be paid under Existing Highway Facilities (Remove Railroad in R/W Ties) item of work. Railroad rails shall be removed by Stockton Terminal & Eastern Railroad (ST&E) forces. 34.0' The Contractor shall coordinate with ST&E for rail removal. Refer to Sec. 10-1.01 'Order of Work" of the specifications. X1 '1= Existing fence to remain. Backfill as necessary, the area between the fence and the edge of pavement with aggregate base material. Aggregate base is to bepaid for 2. The intersections of Duncan Road and Ione Street shall be resurfaced within 48 hours of rail removal by ST&E. 15'-19' I 26.5'-27.5' 3' 4.5 1' under Aggregate Base item of work. The Labor and equipment 0 I Concrete i is to be paid at Force Account. 3 I p Volley 3. Storm Drain Inlets shall be protected from liquid runoff sediments and chemical o _ExistingHighway Facilities Gutter pollutant in a manner consistent with the requirements of the National Pollution �8.5'± 9 -10 (Type I Earthwork � Existing Highway Facilities (Remove Asphalt Concrete and Railroad Ties), P q Remove Asphalt Concrete, Earthwork (Roadway Widening) ( yp ) shall be the first item of work- refer to Order of Work, Special Discharge Elimination System (NPDES) General Construction Permit. r ( Y 9) (Roadway 2 0.12' A.C. �0 -10 - Railroad Ties ) (Type 1) ) Provisions Section 10-1. The location of the north (Line Cut) edge 0 0denin Toper f° 9 > > I of this item of work is determined by the north rail plus two feet (north). 4. Except for Sta. 10+15 to Sta. 13+82 (Right) of Construction CL, all new Concrete 0.04 A.C. P (Type II P ( 9 ) Var. A C. 0.35 A.C. o o - -See Detail A. Valley Gutters of the intersections of Cady Street, Alfalfa Street and Ione Street, Var. Var. Vor 3 3 - I will conform to the existing flowline elevation, with straight grade between conforms. IL - - - Conform 5. Existing drainage facilities, fences, water valves, frames and covers, sprinkler - - - - - - - - - - - - - - - - heads, trees, shrubs, and curb, gutter and sidewalk shall remain unless / 0.35' A.C. r otherwise noted on the plans. Existing Roadway 0.50 A.B. u 0.95' A.B. 0.50' A.B. TYPICAL SECTION L0.35 A.C. Existing Pavement n 6. Existing Storm Drain Inlets and pipe in the existing P.C.0 Valley Gutter, shall be protected Sta. 9+57 to Sta. 13+82 0.50' P.C.C. 0.67' A.B. c. 2 from damage. Frames and Grates shall be reset at the same grade and locations. NOTE: Refer to Detail No. 5 on sheet 6 North Rail for Concrete Valley Gutter (Type 1) ___ ____ _ 7. Concrete Valley Gutter shall be constructed per San Joaquin County Standard Drawing 1 � � _ CW-C23 except Type I shall be 3 in width (Refer to Sheet No. 6, DETAIL 6). 0 0.50' in 8. Contractor is to plane all Asphalt Concrete Pavement adjacent to existing C 0 o T-- - - ------ Gutter lip to a depth of 0.10' below the gutter lip. _ ______- 9. All concrete, storm drain, and miscellaneous paving work shall be completed before the final paving ,lift is placed. R jW DETAIL A 15' 30.5'±-35.5' I Sts. 9+70 to Sta. 38+00 X0 i NO SCALE c 8 ± r (Remove Asphalt Concrete, See General Note a i 10' -I 'o Railroad Ties40.35' No. 1 (Typical) c 3 3 2' 0.12' A.C. a 0.04' A.C. Toper c 9' I Var. A.C. r. 00 0.12' A.C. o I r r Var n Var. Vor, -2o - - - - - - - � 0W O r'I - - - - - - - - - Existing Roadway 0 12'- _1/ 2' -� u / Existing Roadway A.C.TYPICAL SECTION . ' A.B. 4 Sta. 13+82 to Ste. 17+09 limits of J AC Planing I Existing Conc. Valley Gutter to remain RP TI �L - - - - , A L , r C 0 o R/W PLANING AT EXISTING VALLEY GUTTERS - DETAEL B Sta. 32+39 to Sta. Sta. 33+41 (Left side only). I See General Note No. 9 49.5' 3' s� 15 I �,� I 46.5 Concrete 00 O 0 I Valley r r- I I Existing Highway Facilities Gutter 0 c g'± Earthwork (Roadway Widening Type 1) (Type 1) Existing fence Z 3 ! r Remove Asphalt Concrete, to remain N 2' 0.12' A.C. I�10 -0 Railroad Ties) 28'± 0.04' A.C. Taper I o I 0.04 A.C. 14' -t 1 Var. A C. rt 9 NOTE: Refer to Detail No. 5 on sheet 6 0 1�\ -Var. I I - I for Concrete Valley Gutter (Type 1) o 0.12' A.C. I Vor. _ 0 3 2 I- - - - - - - - - i Taper / - - - - - - - - - - - Conform Gu�tte�rgto remain , Existing Roadway 0.35' A.C. 0.35' A.C. I - - - - � TYPICAL SECTION 0.50' A.B. i 0.50' Conc. [ Ste. 17+09 to Sta. 24+88 0.95' A.B. 0.67' A.B. - CONFORM AT EXISTING A.C. VALLEY GUTTER - DETAIL C Sta. 33+41 to Sta. Sta. 35+34 (Left side only). R° R' 00 no 0 Ln o � zM z 12'- R/W R/W o (Typ') 0 0 I I o 0 0 12'-14' 25' -I 12'-14' 25' -I 3 3 Concrete 3 0 0 I 3 Valley Gutter 85-10' 9' 6'-7.5'� Existing :3 8.5'- 0 9' Existing fence (Type II) o p I to remain $ to remain o 0 i ExistinHihwaFacilities 3 Highway Facilities 3 i00 1 1 See General Note rn (Remove Asphalt Concrete, Earthwork See General Note 3 (Remove Asphalt Concrete, n Railroad Ties No. 1 (Typical) n Railroad Ties ° I g No. 1 (Typical) c ) ( y g) I ( yp ) ) Existing trees 0.12' A.C. ( ) Road T e Idenin 0.12' A.C. ` 3 I to remain - - 0.04' A.C. 2 i 9' (Type ) i 0.04' A.C. T ter I 9' i 77A.C. Taper P Vor• --�` 2X- 2%- _ Var 2%- _M _ _ _ - 0.50' P.C.0 0.50' Depth Asphalt _ 0.67' A.B. Concrete (Misc. Areas) L - I 0.12' A.C. - - _ I 0.12' A.C. - - - - - - - (TYP•) - - - - - - - 0.35' A.C. - - - - - - - - NG 1 Existing Roadway 0.35' A.C. 0.50' A.B. g y 0.35' A.C. PLANING A(ATINISERECTONS �Left se oSIY)ETAIL D Existing Roadway Existing sprinklers 0.94'± A B. to remain TYPICAL SECTION 0.95' A.B. TYPICAL SECTION * Remove and Replace existing Concrete Valley 0 Sta. 24+86 to Sta. 33+90 Sta. 33+90 to Sta. 36+00 Gutter at the following locations: * Cady Street m * Alfalfa Street * lone Street (Lt.) Driveway Sta. 29+67 to Sta. 30+07 (Rt.) NOTE: Refer to Detail No. 5 on sheet 6 for Concrete Valley Gutter (Type II) F 0 ut DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE TYPICAL SECTIONS FRONT STREET IMPROVEMENTS SNO. SHEETS Pr, s1z>io9 �°incf s�z9�os s dos Awl j 3 0'r COUNTY OF SAN JOAQUN NO SCALE AND GENERAL NOTES (Duncan Road to lone Street - Sinden) 2 6 ACAD FILE NAME DRAWER SHEET NO. Z