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'ON 133HS 83MVd JO
<br /> GENERAL NOTES
<br /> s'
<br /> 1. The Asphalt Concrete (0.12' resurfacing) shall be placed in one (1) layer. �r 2.5'
<br /> (TYP.) EXPANSION
<br /> Carrst. 2. All Pavement Repair and Crock Sealing must be completed 24 hours prior JOINT
<br /> to placement of Asphalt Concrete.
<br /> Limits of Clearing and Grubbing and Mailbox Relocation a ° ° a
<br /> WLIN
<br /> See .* See 3. Contractor shall scarify native soil adjacent to pavement at Intersection FL UTTER °���D° a
<br /> OF GUTTER 3'-0'
<br /> Shoulder 12 �12 Shoulder radii to a depth of 6" and blend shoulder backing material prior to •a — i I — —
<br /> Details Details Typical Section Station compaction. Limits of this work shall be confined to intersection radii a000D% I,
<br /> eExisting
<br /> Var Streets Begin End plus 50 feet in each direction. Payment for blending shall be considered °
<br /> Second Street 10+65 13+82 as included in the price for Shoulder Backing. EXPANSION Exist. 18" SDI
<br /> 9+88 17+52 JOINT
<br /> Rocdwo 0.12' A.C. Overio Sixth Street 4, The contractor shall conduct the Shoulder Backing operations so as not to Y Y 17+76 25+27 disturb or obstruct any existing drainage.
<br /> Seventh Street 9+88 13+70EXPANSION JOINT LOCATIONS AT EXISTING 18„ SDI
<br /> TYPICAL SECTION 13+95 21 +40 5. Surface preparation of existing pavement (2' wide pavement planing at raised
<br /> 9+88 14+95 transverse block cracks and crock sealing) shall be as directed by the Engineer.
<br /> See Typical Section Table (Right) for Streets k Stations Elm Street 16+30 24+12 Payment for this work will be by Item No. 2 Crack Sealing as a Lump Sum.
<br /> 3/e”
<br /> Ponderosa Street 9+88 15+05
<br /> 6. French Comp School will be Closed from June 26, 2008 to July 4, 2008.
<br /> McKinley Avenue 9+88 12+10 Summer school session will begin on July 5, 2006. Frontage Improvement
<br /> Willow Street 9+96 16+90 work, as shown on these Plans, on Elm Street and Fourth Street along
<br /> French Camp School shall be constructed and completed during school closure.
<br /> c Ash Street 1 11+15 1 12+79 16'1 (Rt. k Lt. Side) After July 5, 2006, the school shall have access to its property at least on
<br /> *Fourth Street 10+12 13+77 * = 18'1 (Rt. Side) one of their frontages, either Elm Street or Fourth Street, Refer to Shoulder EXPANSION JOINT
<br /> (Crown is 6' Rt. of Const Details 4 & 5 on this sheet for Frontage Improvements adjacent to French
<br /> Camp School. REFER TO SHEET NO. 3 FOR LOCATIONS
<br /> 7, Replacements for broken or missing Bumper Blocks will be supplied by Manteca
<br /> Shoulder Detail 1 EP Unified School District. Contractor can call John Leandro, Construction Manager
<br /> for MUSD, at (209) 825-3200, Ext. 767 for additional details. V-6" MIN, V-6" MIN.
<br /> Limit of Clearing k Grubbing 1 5.8. Decorative Gravel frontages within the limits of work shall be removed within FL PAVING
<br /> SIDE STREETS
<br /> 0.12' A,C. Overlay 3' of the Edge of Pavement and relocated offer all Shoulder work Is completed, g" 1/y" RADIUS TYPICAL
<br /> SHOULDER DETAILS Payment for removal and relocating of Decorative Gravel shall los Considered " CLASS 2 CONCRETE
<br /> Station Street Side $hOUlder as included in the price for Shoulder Backing. 8
<br /> Begin lBegin I Left I Right I Detail
<br /> Conform Exist. EP Second Street COMPACTED CLASS 2 A.B. MATERIAL TO 95X
<br /> Shoulder Backing 10+65 113+821 x I 1 1
<br /> 10+65 113+821 1 Sixth Street x ' CONCRETE VALLEY G UTTE R
<br /> +0
<br /> SHOULDER DETAIL 1 100 17+52 x 1
<br /> *Second Street (Sto. 12+00 to Sta. 13+20, Rt. Side Only) 4' of Top Soil 9 +0 17+52 x 1
<br /> (Top Soil shall be Sandy Loam and to be Paid by Shoulder Backing Item)
<br /> 17+76 25+15 x 1 See Note Below NOTES
<br /> 17+76 25115 x 1 1. CONSTRUCT EXPANSION JOINTS, PER AGENCY REQUIREMENTS
<br /> Seventh Street Existing AND OTHER FIXED AT BEGINNING & ENDS OF OBJECTSCURBS, EACH SIDE OF CATCHBASINS
<br /> Surface
<br /> 10+12 13+70 x 1 2. CONCRETE VALLEY GUTTER FLOWLINE SHALL BE 17' RIGHT OF
<br /> 9+88 13+70 X 1 CONSTRUCTION CENTERLINE ALONG ELM STREET AND 13.5' LEFT
<br /> 13+95 21+40 x 1OF CONSTRUCTION CENTERLINE ALONG FOURTH STREET.
<br /> 3. SEE SHEET NO. 5 FOR GUTTER GRADES.
<br /> 13+95 21+52 x 1 Q FOUR - 5/8" X 24" LONG STEEL DOWELS, GREASED AND WRAPPED
<br /> Elm Street ONE SIDE THROUGH ALL EXPANSION JOINTS.
<br /> 9+88 14+95 x 1 030 Asphalt © 4 - #4 BARS CONTINUOUS WITH #4 BARS AT 48" ON CENTER
<br /> ED
<br /> ETW Shoulder Detail 2 10+68 14+95 x 1 Concrete ® TOEASTFORM D 17B51R EXPANSION JOINT FILLER CONFORMING
<br /> Exist. AC Frontage 16+30 24+00 x 1
<br /> r
<br /> Limit of Clearing dr Grubbing� 16+30 18+25 x i PAVEMENT REPAIR DETAIL
<br /> 1' 19+20 24+12 x 4
<br /> 0.12' A.C. Overlay 4' McKinlev Avenue Approximate dimensions used for estimating purposes
<br /> Vor, 090--- 9+88 111+181 x 1 1 2 are available upon request, Dimensions and locations
<br /> 11+18 12+10
<br /> x I 1 1 ars subject to change of Engineers discretion.
<br /> 10+20 12+10 1 1 x 1 1 Note: Width (4' minimum).
<br /> Exist. ETW Conform Ponderosa Street
<br /> 10+12 12+60 1 x 1
<br /> SHOULDER DETAIL 2 13+60 15+05 1 x 2
<br /> 10+00 15+05 1 1 x 1 3
<br /> Ponderosa Street: Sta. 13+60 to Sto. 15+05 (Lt)
<br /> McKinley Avenue: Sta. 9+88 to Sta. 11+18 (Lt.) WiIIOW Street
<br /> 9+96 16+90 x 1 riable depth Asphalt Concrete
<br /> over existing paved driveway.
<br /> 9+96 16+90 x 1 Conform O E.P.
<br /> Fourth Street
<br /> 10+12 13+75 x FF Va
<br /> 5 a'
<br /> 10+12 13+77 x 1 1
<br /> EP Ash Street 4'
<br /> Shoulder Detail 3 11+15 12+91 x 1 R
<br /> Limit of Clearing do Grubbing 10+12 12+50 x 1 Concrete Volley Gutter
<br /> Earthwork Mic. Arens
<br /> * (Swab * 1' i, Place a catch R - Conform to Conform
<br /> 6 6' ter :,. basin filter existing radii
<br /> 2 Asphalt Concrete Resurfacing
<br /> 0.12' A.C. Overlay
<br /> 4' Conform
<br /> Vor. __ �
<br /> �� ___---- - unit iCatchDBasinmFilltQr)rotgec4 n TYPE E
<br /> 0.5 -- — - roman in place and functioning
<br /> Existing from the beginning of the working
<br /> Ground days until the and of the project, 0.30' Asphalt Concrete over
<br /> Shoulder Backing Conform Slope.BX and shall be paid by Force Account, shaped and compacted native
<br /> Slope-Vor, Conform O E.P.
<br /> SHOULDER DETAIL 3 PROTECTION FOR EP
<br /> Ponderosa Street (Sta. 10+40 to Sta. 15+05) (Rt. Side only) (Swale- 12'wide) EXISTING DRAINAGE INLET
<br /> *Ponderoso Street (Stu, 10+00 to Sta, 10+40:3') (Rt. Side Only) (Swale•6'wide)
<br /> 4'
<br /> R W (Fence) Shoulder Detail 5 ETW
<br /> E1W Shoulder Detail 4 (Fence) 21'1 Conform
<br /> 271 Limit of Clearing Qc Grubbing Const.
<br /> Limit of Clearing B Grubbing 19'S' Limits of Clearing k Grubbing Exist. Miedth
<br /> n.
<br /> Roadway
<br /> 22 Excavation 12' 1' ; -„ w " ' A �{ TYPE F�
<br /> Roadway Limits 3 I . 4 i . A•� 'p r : St `.,w J_LL
<br /> Excavation 8 �T� 4' NOTE: Portion of existing concrete driveway from
<br /> 12.52'1r3p 2'1 10' { lrrin� ;14 _ _�,_ to 4' shall be removed.
<br /> Limits I 0.12' A.C. Overlay - - Cone of pavement beyond ha
<br /> 1.5 2'1 3' 2'1 14.5''---�4' Vor or. --- - P`�tl� SJ Z - ,�,...._ ._� Concrete shall los sow cut to provide a neat straight
<br /> y `_ -- - �"�-- joint at the conform line.
<br /> 0.12' A.C. Overlay 1'+I °°°°°°° ° ° tt< �' _ �' _- _ Removal of concrete shall be considered as included
<br /> Vora or V 0.10' A.C. Overlay °° ° i't Sia 1SIp(, rl�:l")ravonq }Zhn fln ✓,,:. in the contract Lump Sum unit price for Clearing and
<br /> °°°°°°° Bumper Block (Remove/Reset) Grading Plans for remain nroplacs Grubbing.
<br /> Concrete Drivewov
<br /> 0.10' A.C, Overlay Volley Gutter 3' Wide 0.30' Pavement Repair 309 E. Seventh St. Sto: 20+171 (Lt.)
<br /> 0,12' A.C. Overlay ( y ( > ) ( yp,) ep° LONGITUDINAL PLANING DETAIL
<br /> 0�. Valley Gutter (3' Wide) Portland Cement Concrete T
<br /> Pavement (Portland Cement Concrete) Note: Flowline of Volley Gutter (See Detail on this Sheet) TYPICAL DRIVEWAYS
<br /> epa'r (See Detail on this Sheet) 22'1 Left of School Fence Ponderosa Street: Sta. 13+60 to Sto. 15+OS (Lt.)
<br /> (Typ,y (approx. 17' Rt, of Const. �) Note: Flowline of Valley Gutter McKinley Avenue: Sta. 9+88 to Sto. 11+18 (Lt.)
<br /> SHOULDER DETAIL 4 along Elm Street SHOULDER DETAIL 5 (app}oxRight ofSchool
<br /> cofolcF Fence
<br /> Fourth Street (Sta. 10+12 to Sta. 13+75) along Fourth Street
<br /> Elm Street (Sta. 19+20 to Sta. 24+12) (Left Side Only)
<br /> (Right Side Only)
<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE TYP. SECTION, CONSTRUCTI0N FRENCH CAMP STREETS RESURFACING SHEET TOTAL
<br /> J. ��«�u 2/06 COUNTY OF SAN JOAQUIN NO SCALE N0. SHEETS
<br /> �, CA . 3106 erAWt •f//o/06 y ,"4;, 41)d1,69 DETAILS & GENERAL NOTES (Various Streets) z 5
<br /> FILE NAME ±DRAWER SHEET NO. 1 ACAD REVISIONS DATE
<br /> 1251 1 E:\Projects\2006\French Camp Streets\Plans 17771
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