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E497 - E503
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Last modified
5/3/2024 10:58:57 AM
Creation date
1/22/2016 12:44:22 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Eleventh Street Improvements
Limits
0.4 mi. West of Banta Road to 0.2 mi. East of Banta Road
Year
2001
Project Engineer
Michael Selling
Roads Worked
Eleventh St.
Red Lines
No
Supplemental fields
Cross Ref
E497 - E503
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PLANING ASPHALT ASPHALT CONCRETE PAVEMENT MARKERS <br /> CONCRETE PAVEMENT TYPE A TERMINAL SYSTEM (TYPE ET) TYPE H <br /> Location Quantity Location Quantity Location Quantity Location Quantity <br /> Beginning of Project 356 S.Y. Mainline 4,234 Tons Sta. 535+28t (Lt.) 1 Each Sta. 511+77 to Sta. 528+00 (Lt.) 35 Each <br /> Banta Road Intersection (N & S) 128 S.Y. Sta. 511+77 to Sta. 522+44 (Rt.) 23 Each <br /> End of Project 356 S.Y. Sta. 529+05 to Stu 535+26 (Rt.) 14 Each <br /> Longitudinal Sta. 534+38 to Sto 535+26 (Lt.) 2 Each <br /> Ste. 509+57 to Sta. 523+95 (Lt.) 479 S.Y. Total 74 Each <br /> Sta. 509+57 to Sta. 527+75 (Rt.) 606 S.Y. <br /> Banta Road Intersection 203 S.Y. <br /> Sta. 529+36 to Sta. 540+13 (Lt.) 359 S.Y. ASPHALT CONCRETE PREFORMED <br /> Sta. 529+44 to Sta. 540+13 (Rt.) 356 S.Y. TYPE B PAVEMENT MARKINGS <br /> Total 2,843 S.Y. Location Quantity Location Quantity <br /> Driveways 35 Tons Typo arrow (White): 124 S.F. <br /> Typ: Arrow (White): 336 S.7. <br /> "SIGs!. (White): 192 S.F. <br /> "AHEAD" (White): 186 S.F. Conform O E.P. <br /> ADJUST MONUMENT 12" Limie Line 188 S.F. EP <br /> FRAME AND COVER Total 1,026 S.F. —T— <br /> Location Quantity ASPHALT CONCRETE BASE _� <br /> /1 <br /> Sta. 528+55.76 1 Each <br /> Location Quantity Conform <br /> Widening Areas 3,275 Tons 4" PREFORMED Existing Width <br /> 12 Min. <br /> TRAFFIC STRIPE 0.30' Asphalt Concrete over <br /> EARTHWORK Location Quantity shaped and compacted native <br /> ROADWAY WIDENING Detail 5 (All Locatio 35 L.F. 1. DRIVEWAY DETAIL (TYPE D) <br /> Location Quantity Detail 12 (All Locations) 1,525 L.F. <br /> PAVEMENT REINFORCING FABRIC Detail 22 (All Locatior °) 3,624 L.F. <br /> Sta. 509+07 to Sta. 523+95 (Lt.) 15 Sta. Detail 25AII Location .. r <br /> ( ) 3,399 L.F. <br /> Sta. 509+07 to Sta. 527+75 (Rt.) 19 Sta. Location Quantity Detail 27B (All Locatio-.$) 6,553 L.F. <br /> Sta. 529+36 to Sta. 540+63 (Lt.) 11 Sta. Detail 27C (All Locations) 68 L.F. <br /> Sta. 529+44 to Sta. 540+63 (Rt.) 11 Sta. Sta. 510+07 to Sta. 539+63 18,305 S.Y. <br /> Total 15,205 L.F. <br /> Banta Road Intersection 6 Sta. <br /> Total 62 Sto. <br /> Conform ® E.P. <br /> EP <br /> 12"0 REINFORCED CONCRETE 8" PREFOF MED --' �- <br /> 8'-15'• R <br /> EARTHWORK PIPE CLASS 4 TRAFFIC STRIPE I R <br /> Location Quantity Location Quantity <br /> BASIN EXCAVATION Conform <br /> Stu. 512+93 (Rt.) 40 L.F. De. .l 38 (All Location ; 1,008 L.F. <br /> Location Quantity <br /> Stu. 516+66 (Rt.) 48 L.F. Detail 38AAII Locations)) 313 L.F. Variable depth Asphalt Concrete <br /> Sta. 520+15 to Sto. 524+35 (Rt.) 1,404 C.Y. Total 88 L.F. Total 1,321 L.F. over existing paved driveway. <br /> R - Conform to existing radii <br /> DRIVEWAY DETAIL (TYPE E) <br /> • 15' — Sta. 513+13 Rt. and Sta. 516+90 Rt. <br /> 12' — Sta. 526+78 Lt. <br /> SHOULDER BACKING METAL BEAM GUARD RAILING PAVEMENT MARKERS 8' — Sta. 8+47 Rt. (Banta Road) and 539+86 Rt. <br /> TYPE D <br /> Location Quantity Location Quantity Location Quantity <br /> Sto. 509+07 to Sta. 540+63 (Rt.) 336 Tons Sta. 534+79 (Lt.) 12.5 L.F. Sta. 509+07 to Sto. b. 1+77 46 Each <br /> Sto. 509+07 to Sto. 540+63 (Lt.) 391 Tons Sta. 535+29 (Lt.) 37.5 L.F. Banta Roac 18 Each <br /> Total 727 Tons Total 50 L.F. Sta. 535+2 to Sta. 1-40+62 90 Each <br /> Total 155 Each <br /> SUMMARY OF <br /> EXCAVATION EMBANKMENT <br /> Excavation <br /> Road Widening Areas 834 C.Y. <br /> DRIVEWAYS THRIE BEAM BARRIER PAVEMENT MARKERS Basin 509+07 to Sto. 540+63) 1,404 C.Y. <br /> Type Number Quantity Location Quantity TYPE G —I (Ste. 520+15 to Stu. 524+35) <br /> Type D 1 Location 34 S.Y. LOcalior QuantityEmbankment <br /> Type E 4 Locations 244 S.Y. Sta. 534+92f (Lt.) (Transition) 6 L.F. -� Road Widening Areas 1,914 C.Y. <br /> Sta. 534+97f Lt. 25 L.F. 10k zac (Sta. 509+07 to Sta. 540+63) <br /> ( ) Sta. 509+07 to Sta. 528+: . <br /> Total 278 S.Y. Sta. 535+22t (Lt.) (Transition) 6 L.F. Sta. 529+05 to Sta. 540+62 62 Each Net Excavation 324 C.Y. <br /> Total 37 L.F. Total 1C4 Each <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ELEVENTH STREET WIDENING AND RESURFACING NO. SHEETS <br /> J. it. os/oo & � ,,,/ ,,, � (0.4 mi. West of Banta Road to 0.2 mi. East of Banta Road) 7 7 <br /> FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE <br />
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