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Const. l& R/W Const. I R/W <br /> GENERAL NOTES <br /> © Var. 6' 1 . All existing trees, shrubs, and fences shall remain in place unless <br /> Limits of Clearing and Grubbing, Earthwork (Roadway Widening) otherwise noted on the plans. <br /> 2. All earthwork (except for final grading of the shoulders) <br /> shall be completed prior to placing final layer of asphalt. <br /> ® ® Existing 0.08 Planed Surface 3. Placement of the top layer of Asphalt Concrete shall not begin until <br /> 2' 6' 612' <br /> 2'-6' 12' 6'2'-6' 2' — Surface' 6' the next lower la er has been in lace fora minimum of 12 hours. <br /> Var. Var. Conform (Exist. Edge of Pavement) y p <br /> Conform Conform � — _ _ _ _ _ _ 4. Shoulder backing material at all intersection radii shall be blended <br /> — — with the top 6" of native soil material as directed by the Engineer. <br /> _ 2% Vo r. Var. Var•— Var. y, _ Yac� Payment for blending shall be considered as included in the contract <br /> — - \ — — — — — — — — — — <br /> — _ — — Note: Asphalt Concrete base and unit price paid for Shoulder Backing. <br /> surfacing not shown for clarity. <br /> T Existing Roadway-� <br /> Shoulder Backfin 0.80' A.C. Base T <br /> 9 ( yp ) ( yp ) PAVEMENT PLANING DETAIL <br /> Variable Depth <br /> 0.08' A.C. Base (Typ.) CL <br /> WIDENING AREAS <br /> 0.12' Asphalt Concrete See Planing Detail I et. <br /> Overlay (Type A) Const. & R/W Place 18"� Storm Drain +n1et, <br /> --0.30' .asphalt Concrete 'Tyne Frame & Couez S.J.Co. Std. CW-U7 <br /> 24' 36' Set Cover Elev. = 87.00' <br /> �TYPJ -- - �� - Existing �'^vern2nt <br /> Construction Notes �; Place 12"0 X 60' C. S. P. <br /> } 1 <br /> FL Elev. = 85.70' <br /> Limits of Mailbox Relocation. �- Asphalt C,r,crete Bose Slope = 0.001 <br /> TYPICAL SECTION ,- Var. V-or.- <br /> m Refer to Plan Sheet No. 3 for locations ' select Materia. - <br /> and dimensions of widening. Sta. 576+42 to Sta. 598+73 - - - <br /> ri — compact in 12" Max. <br /> Layers. Relo:ve <br /> n e <br /> Compaction 85% 18"0 <br /> -_ � <br /> - -�-_ <br /> Exist C S. P _ 18" Dia. C.S.P. Ext. <br /> B -- FL <br /> v Elev. = 84.01 <br /> tructure M , oi <br /> al <br /> L6" <br /> Compact Exist. y <br /> tRelative Lr n Y^% <br /> c 30Sora Bedd ny Exist. Irrigation Junction (Place 18"0 X 20' C. S. P. <br /> it M,,, _� �� 0D -i. ,__ 7" Min. Box to remain in place <br /> o L Install Metal Pipe <br /> -- - ---� Coupling for positive <br /> + zo" Min. 0.12' A. C. Overlay <br /> Joint per SP D97F. <br /> R. & D. Exist. Irrigation <br /> VAN ALLEN FN RO! fD CROSSING Junction Box <br /> CROSS DRAIN C.S.P. DETAIL <br /> ASPHALT CONCRETE PAVEMENT MARKERS Sta. 588+35 <br /> TYPE A TYPE D <br /> Location Quantity Location Quantity PAINT PAVEMENT MARKINGS <br /> Mainline (Resurfacing) 635 Tons <br /> Sta. 576+42 to Sta. 587+12 90 Each 2 COATS <br /> Sto. 588+03 to Sta. 598+73 90 Each Type Quantity Total Area „ <br /> Mainline (Widening) 198 Tons Van Allen Road (North) 10 Each 12"0 CORRUGATED STEEL <br /> Intersection (Van Allen Road) 98 Tons Van Allen Road (South) 10 Each Limit Line (12") -- 71 S.F. <br /> "STOP" 4 88 S.F. PIPE (0.079" THICKNESS) <br /> Total 931 Tons Total 200 Each Type IV (Lt.) Arrow 6 90 S.F. <br /> TLocation Quantity <br /> Total -- 249 S.F. <br /> Van Allen Road South <br /> ASPHALT CONCRETE PAVEMENT MARKERS PLANING ASPHALT Cross Drain 60 L.F. <br /> BASE TYPE G CONCRETE PAVEMENT <br /> Location Quantity Location Quantity Location Quantity 18"0 CORRUGATED STEEL <br /> Sta. 583+52 to Sto. 587+12 15 Each '� <br /> Widening Areas 1,596 Tons Beginning of Project PIPE (0. 109 THICKNESS <br /> Sta. 588+03 to Sta. 591 +63 15 Each Sta. 576+42 to Sta. 576+57 60 S.Y. <br /> Total 30 Each Intersection Location Quantity <br /> Van Allen Road Mariposa Rood 0 <br /> CLEANING EXISTING North Conform 47 S.Y. Sta. 588+36 (Right Extension) ALF. <br /> DRAINAGE FACILITIES PAINT TRAFFIC STRIPE 4" South Conform 40 S.Y. <br /> Location Quantity End of Project <br /> Q <br /> Mariposa Road 2 COATS Sta. 598+58 to Sta. 598+73 60 S.Y. 18"0 STORM DRAIN <br /> Sta. 588+36 (X-Drain) L s Type Quantity Longitudinal Planing + <br /> Detail 22 4750 L.F. Sta. 576+57 to Sta. 588+30 (Rt.) 693 S.Y. J LZ -�SDI1 <br /> 2 /\ I , <br /> Detail 27B 4758 L.F. Sta. 576+57 to Sta. 587+12 (Lt.) 692 S.Y. <br /> Location Quantity Esse <br /> Total 9,508 L.F. Sta. 587+99 to Sta. 598+58 (Rt.) 679 S.Y. p oady N H� <br /> EARTHWORK Sta. 586+83 to Sta. 598+58 (Lt.) 69� S.Y. Morip R <br /> Sta. 588+36 (Right) 1 Each �T <br /> Total 2,966 S.Y. No. 21258 v <br /> (ROADWAY WIDENING) PAINT TRAFFIC STRIPE 8" Exp. 9-30-01 <br /> Location Quantity s1A CIVIC <br /> Sta. 576+42 to Sta. 587+12 (Lt.) 12 Sta. 2 COATS FRAME AND GRATE (SDI) 0FCWL l) <br /> Sta. 576+42 to Sta. 588+30 (Rt.) 12 sta. Type Quantity SHOULDER BACKING e= � r'J oi�tr <br /> Sta. 586+83 to Sta. 598+73 (Lt.) 12 Sta. Detail 38 720 L.F. Location Quantity <br /> Sta. 587+99 to Sta. 598+73 (Rt.) 12 Sta. Detail 38A 108 L.F. Location Quantity Mariposo Road <br /> Total 48 Sto. Total 828 L.F. Sta. 576+42 to Sta. 598+73 497 tons Sto. 588+36 (Right) 1 Each <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR VED DATESHEET TOTAL <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND MARIPOSA ROAD INTERSECTION IMPROVEMENTS N0. SHEETS <br /> X114118 �D '��, G� 9 SUMMARY OF QUANTITIES (At Van Allen Road) 2 4 <br /> FILE ME DRAWER SHEET N0. ACAD REVISIONS IDATE <br /> e:\projects\mariposa\typsec <br />