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RECONSTRUCT CABLF ADJUST STORM DRAIN CLEAN LXISTINC PLACE ASPHALT • S.D.I. (Type A MINOR. CONCRETE (S) PREFORMED ANCI;OR ASSEMBLY INLET FRAME &• GRATE CONCRETE Location Quantity Sidewalk PAVEMENT MARKINGS "Brea ka wa —T e A DRAINAGE NAS E FAC L LITI ES Stei. =8+94 Rt. 1 Each Location Quantity Location Description (Misc. Areas T e 2 Ste. 39+76 Lt. 1 Each Location Quantity Location QUantlty p )( Yp ) Ste. 40+24 Rt. 1 Each Returns at Oro Ave. Type Quantity Ste. 38+94 Lt. 1 Evch Ste. 41+45 Lt. 10"0 Loeral Location Quantity Ste. 40+50 Lt. 1 Each ♦ S.W. Corner 23 S.Y. Ste. 41+45 Rt. 10"0 Lateral � y Sto. 41+45 Lt. & Rt. 2 Each ♦ S.E. Corner 22 S.Y. No. S.F. Ste. 38+75 Lt. 1 Each Ste. 43+10 Lt. 1 Each Ste. 53+37 to Stu. 53+62 Rt. 14 S.Y. Ste. 43+10 Lt. 10"0 Lateral �dJFESS/Ov,_ Ste. 38 :00± Rt. 6 S.Y. Ste. 43+43 Rt. 1 Each Ste. 54+68 to Ste. 54+93 Rt. 14 S.Y. T e IV L Arrows M Ste. 43+43 Rt. 10"0 Lateral YP { ) 10 150 Ste. 38+9r Lt. 20 S.Y. Ste. 45+20 Lt. 1 Each Stu. 55+11 to Ste. 56+48 Rt. 76 S.Y. "STOP" � ADJUST TRAFFIC Stu. 45+62 Lt. I o~0 Lateral 12 254 Stu. 45+62 Rt. 10"0 Lateral Sto. 39+00} Rt. 37 S.Y. Siu. 45+62 Rt. 1 Each Sta. 56+98 to Sto. 57+70 Rt. 40 S.Y. "SIGNAL AHEAD" 4 252 "' 9 RELOCATE FIRE Ste. 46+58 Rt. 10"0 Lateral Ste. 40+34 Rt. 6 S.Y. Stu. +58 mi. 1 Each "PED" 4 72 No. 21258 SIGNAL PULL BOX Stu. 41+31 Rt. 3 S.Y. Ste. 51+77 Lt. 1 Each Total 189 S.Y. "XING" Sta. 51 +77 Lt. 10"0 Laterol 6 126 * � 9-�-� Ste. 41+73 Rt. 3 S.Y. Sta. 52+27 Rt. i Cach "SCHOOL" HYDRANTS Stu. 52+27 Rt. 10"0 Lateral 2 70 sf Sta. 52+75 Lt. 10"0 Lateral Sta. 44+75 Rt. 7 S.Y Ste. 52+75 Lt. 1 Each "SLOW" 46 Location QuantitySte. 44+95 Lt. 8 S.Y. Ste. 5+56 Lt. (Gertrude Ave.) 1 Each "KEEP" 0 , Sta. 53+45 Rt. S.D.I. & 10"0 Lateral 1 24 F� CALIF Ste. 45+35 Rt. 8 S.Y. Ste. 55+60 Lt. 1 Each MINOR GO N C R ETF Sta. 55+73 Lt. 10"0 Lateral "CLEAR" , 27 Location Quantity10"0 Lateral Olive Ave. to Ste. 47+20 Rt. 32 S.Y. Ste. 55+73 Lt. 1 Each "35" Ste. 47+07 Rt. 1 Each Ste. 58+42 Rt. Return at Olive Ave. Ste. 5+56 Lt. (Sinclair Ave.) 1 Each 1 � Y!'1 32 Ste. 58+67 Lt. 10"0 Lateral Misc. Areas 46" 2 40 Ste. 40+9&t Lt. 1 Each Ste. 49+23 Rt. 1 Each Ste. 60+45 Lt. 10"0 Lateral Ste. 47+75 Rt. 3 S.Y. Ste. 58+42 Rt. 1 Each Ste. 49+51 Rt. 1 Each Ste. 48+35 Rt. 8 S.Y. Ste. 58+67 Lt. 1 Each ' Sta. 47+031 Rt. 1 Each Sta. 60+98 Rt. 10"0 Lateral Location Quantity 12" White Line (Crosswolk Ste. 49+68 Rt. 1 Eoch Ste. 61+48 Lt. 10"0 Lateral Ste. 51 +00 Rt. 7 S.Y. Ste. 60+45 Lt. 1 Each Ste. 52+721 Lt. 1 Each Hinkley Avenue 6 374 Sta. 50+63 Lt. 1 Each Ste. 63+34 Lt. 10"0 Lateral Ste. 51+55 Lt. 6 S.Y. Ste. 60+98 Rt. 1 Each Ste. 43+75 Rt. Sta. 54+971 Lt. 1 Each Ste. 61+48 Lt. 1 Each 1 S.Y. Olive Avenue 6 375 Ste. 63+83 Rt. S.D.I. & 10"0 Lateral Ste. 53+15 Lt. 4 S.Y. Ste. 45+23 Lt. Sta. 60+70f Lt. 1 Each Ste. 51+63 Lt. 1 Each Ste. 56+73 to Ste. 57+88 Lt. 32 S.Y. Ste. 63+34 Lt. 1 Each 1. S.Y. Oro Avenue 8 481 Ste. 64+32 Lt. 10"0 Lateral Sta. 47+65 Rt. Ste. 57+91 Rt. 9 S.Y. Ste. 64+32 Lt. 1 Each 1 S.Y. Gertrude Avenue 4 214 Total 5 Each Total 6 Each Sta. 66+16 Lt. 10"0 Lateral Ste. 53+95 Lt. 2 S.Y. Gertrude Avenue 4 214 Ste. 58+85 Rt. 7 S.Y. Ste. 66+15 Lt. 1 Each Ste. 66+70 Rt. S.D.I. & 10"0 Lateral Sta. 54+14 Lt. 2 S.Y. Sinclair Avenue 4 214 Ste. 59+55 Rt. 6 S.Y. Sta. 67+15 Lt. 1 Each Sta. 67+15 Lt. 10"0 Lateral Sta. 56+02 to Sta. 56+73 Lt. Ste. 61+10 Rt. 4 S.Y. Ste. 68+99 Lt. 1 Each 20 S.Y. Coolidge Avenue 4 210 Ste. 68+99 Lt. 10"0 Lateral Sta. 59+01 to Sta. 59+66 Lt. 18 S.Y. Carroll Avenue 2 90 Ste. 62+70 Lt. 8 S.Y. Ste. 69+96 Lt. 1 Each Sta. 69+54 Rt. S.D.I. & 10"0 Lateral Sta. 71 +77 Lt. 1 Each Sta. 60+10 to Sta. 60+75 Lt. 43 S.Y. Dawes Avenue 2 90 ADJUST SANITARY PLANING ASPHALT Sfa. 69+96 Lt. 10"0 Lateral Ste. 65+50 Lt. 5 S.Y. Ste. 63+35 Lt. 1 S.Y. Wagner Avenue 2 90 St. . 71 +77 Lt. 10"0 Lateral Ste. 67+73 Lt. 5 S.Y. Ste. 67+40 Lt. 2 S.Y. Ste. 72+24 Rt. S.D.I. & 10"0 Lateral Total 30 Eaci Ste. 68+35 Lt. 7 S.Y. 12" Yellow Line (Crosswalk SEWER CLEANOUT CONCRETE PAVEMENT ) FRAME AND COVER Lump Sum Ste. 70+80 Lt.Total 295 S.Y. Ste. 68+95 Lt. 2 S.Y. Charter Way/Highway 99 2 105 2 S.Y. Off—ramp Location Quantity „ • S.D.I, (Type ' B Sta. 71 +82 Lt. 1 S.Y. Anteros Avenue 6 355 Location Quantity12 0 ALTERNATIVE Location Quantity ' Total 103 S.Y. 12" White Line (Limit Line) Ste. 38+01 to Ste. 38+08 44 S.Y. ROADWAY EXCAVATION Ste. 41+06 Lt. 1 Each Ste, 38+08 to Ste. 39+05 Lt. 65 S.Y. STORM DRAIN PIPE Stu. 4+05 Rt. Anteros 1 Each Anteros Avenue 1 35 Ste. 45+90 Rt. Hwy. 99 Off Romp 19 S.Y. y Location Quantity ( Ave); Del Mar Avenue 1 25 1 Each Location Quantity Ste. 5+56 Rt. Anteros Ave. 1 Each MINOR CONCRETE Ste. 50+78 Lt. Stu. 46+30 to Ste. 50+30 Lt. 255 S.Y. Ste. 40+60 Lt. 1 Each Total 4,080 1 Each Sta. 49+04 to Ste. 49+80 Rt. 51 S.Y. (Bridge—Type Driveway) Sta. 52+35 Rt. Anteros Ave. Sta. 64+,5 Lt. 1 Each Ste. 53+37 to Ste. 58+07 Rt. 313 S.Y. Ste. 38+72 to Ste. 61+23 Rt. N.E. Return 38 L.F. Ste. 5+71 Lt. (Del Mar Ave.) 1 Each Ste. 74+75 to Ste. 75+25 203 S.Y. 1,194 C.Y. Total 4 Each Anteros Ave. Sta. 39+72 to Ste. 71+81 Lt. S.E. Return 54 L.F. North 44 S.Y. Ste. 39+76 to Ste. 40+50 Lt. 72 L.F. Total 5 Each Location QUantlty (S) 4» PREFORMED South 27 S.". S n. 40+50 to Ste. 41+45 Lt. 94 L.F. TRAFFIC STRIPE S��. 40+50 to Ste. 40+60 20 L.F. ADJUST MONUMENT Hinkley Ave. Sta. 50+25 to Sta. 50+64 39 L.F. North 51 S.Y. SHOULDER BACKING Ste' 40+45 to sta. 41+45 Rt. 114 L.F. MINOR CONCRETE FRAME AND COVER south 28 S.Y. Ste. 41+45 Lt. 4 L.F. • Quantity Ste. 41+45 Rt. 4 L.F. Curb * FRAME AND GRATE Olive Ave. Location QUantl Ste. 43+10 Lt. 4 L.F. Location Quantity North 130 S.Y. Ste. 43+43 Rt. 3 L.F. Location Quantlt South 54 S.Y. Ste. 61+23 to 42 Tons Detail 9 1,451 L.F. Y Ste. 45+20 Lt. 8 L.F. Location QuantitySDI T e A Adelbert Ave. 51 S.Y. Sta. 75+50 Rt. Ste. 45+62 Rt. 6 L.F. yp Detail 22 6,370 L.F. Gertrude Ave. 51 S.Y. Ste. 73+69 to 5 Tons Ste. 46+58 Rt. 2 L.F. Detail 278 1,435 L.F. Sta. 69+531 2'—' Rt. 1 Eac Ste. 53+37 Rt. 2.5 L.F. Detail 38 596 L.F. Sinclair Ave. 58 S.Y. Sta. 75+25 Lt. Ste. 51+77 Lt. 2 L.F. 2.5 L.F. LOCatIOn QUantlty Coolidge Ave. 49 S.Y. Ste. 52+27 Rt. 3 L.F. Ste. 57+75 Rt. 2.5 L.F. Total 47 Tons Ste. 38+94 Rt. 1 Each Total 9,852 L.F. Carroll Ave. 51 S.Y. Sta. 52+75 Lt. 2 L.F. Ste, 58+07 Rt. 2.5 L.F. Ste. 39+76 Lt. 1 Each ADJUST DETECTOR Dawes Ave. 51 S.Y. StS 5+56 (Gertrude Ave. to 55 L.F. Ste. 40+24 Rt. 1 Each Wagner Ave. 53 S.Y. Sta. 55+60 (E. Main St. Lt. Total 10.0 L.F. Sta. 40+50 Lt. 1 Each Del Mer Ave. 53 S.Y. ASPHALT CONCRETE Sto. 55+60 to Sta. 55+73 Lt. 11 L.F. Ste. 41+45 Lt. & Rt. 2 Each HANDHOLE (S) PAVEMENT 1,701 S.Y. Sta. 5+56 4 (E. air Ave. to 61 L.F. Ste. 43+10 Lt. 1 Each FRAME AND COVER (Type B) st°. ss+6 (E. Main s .) Lt. MINOR CONCRETE MARKERS (Type D) Ste. 58+42 Rt. 2 L.F. Ste. 43+43 Rt. 1 Each Ste. 58+67 Lt. 2 L.F. Sta. 45+20 Lt. 1 Each Location Quantity REMOVE CONCRETE Location Quantity Sta. 60+45 Lt. 2 L.F. Curb and Gutter Ste. 45+58 Rt. 1 Each Ste. 60+98 Rt. 3 L.F. Ste. 46+58 Rt. 1 Each Location Quantity Main Line Surfacing 1,598 Tons Ste. 61+48 Lt. 2 L.F. LocatLon Quant lty St,. 51+77 Lt. 1 Eoch Ste. 48+95 Rt. 1 Each Widening Includes Intersections 1,067 Tons Ste. v3+34 Lt. 2 L.F: St.. 52+27 Rt. 1 Each Detail 22 533 Each Location Descript On 9 ( ) S.W. Ret. Hwy. 99 Off Rom 22 L,r Ste. 52+75 Lt. 1 Each Sta. 49+00 Rt. 1 Each Intersections (Surfacing) 272 Tons Ste. 64+15 to Ste. 64+32 Lt. 23 L.F. Y P Ste. 5+56 Lt. (Gertrude Ave.) 1 Each Misc. Areas Type 1 136 Tons Ste. 64+32 Lt. 2 L.F. Hwyy 99 Off Ramp 104 L .F. Stu. 49+62 Lt. 1 Each Ste. 37+95 to Curb & Gutter YP ; to Anteros Ave. Ste. 55+60 Lt. 1 Each Ste. 49+64 Lt. Ste. 38+08f Rt. Misc. Areas Type 2 45 Tons Ste. 66+15 Lt. 4 L.F. ( Ave.) (S) PAVEMENT 9 1 Each Ste. 67+15 Lt. 4 L.F. N.W. Ret. Anteros Ave. 4F L.F. Ste. 5+56 Lt. Sinclair Ave. 1 Each * Designates Miscellaneous Metal Ste. 38+55 to Curt & Gutter Total 3,118 Tons Ste. 68+99 Lt. 4 L.F. Total 172 L.F. Stu. 58+42 Rt. 1 Each • Designates Miscellaneous Facilities Total Ste. 39+46± Rt. Ste. 69+96 Lt. 4 L.F. Stu. 58+67 Lt. 1 Each MARKERS (Type G) S Designates "Specialty Items" 4 Each Ste. 71+77 Lt. 4 L.F. Stu. 60+45 Lt. 1 Each Ste. , 39+ to Curb & Gutter Ste. 60+98 Rt. 1 Each ♦ Includes Handicap Rom Sta. 39+121 Lt. Ste. 71+77 (E. Main St.', to 53 L.F. P P Ste. 46+13 Lt. Curb, Gutter & PLACE ASPHALT Ste. 5+71 (Del Mar Ave.) Lt Stu. 61+48 Lt. 1 Each y ADJUST MANHOLE Sidewalk Total 673 L.F. MINOR CONCRETE Ste. 63+34 Lt. 1 Each Location 37 E I CONCRETE (Curb Gutter & Sidewalk) Ste. 64+32 Lt. 1 Each Detail 9 137 Each Ste. 46+65 Rt. Walkway f Sta. 66+15 Lt. 1 Each Detail 38 30 Each Ste. 50+13 to Curb, Gutter & • Ste. 67+15 Lt. 1 Each FRAME AND COVER Sta. 50+80 Lt. Sidewalk (Misc. Areas) " pe 1 ) 1 - 1 �?"� P.V.C. PIPE Location Quantity Sta. 68+99 Lt. , Each Tatar 167 Each Ste. 69+96 Lt. 1 Each Ste. 53+37 Rt. Curb Q ♦Anteros Ave. to Hinkley Ave. Lt. 323 L.F. Ste. 71+77 Lt. 1 Each Location Quantity ' Ste. 53+62 to Curb & Gutter Location Quantity Schedule 8O *Anteros Ave. to Hinkley Ave. Rt.� 324 L.F. Ste. 54+68 Rt. *Hinkley Ave. to Olive Ave. (Lt. 322 L.F. Total 29 Each S TRAFFIC SIGNAL ALLOWABLE Anteros Ave. to Ste. 41+55 Lt. 286 S.Y. n Hinkle Ave. to Olive Ave. Rt. 322 L.F. AND HIGHWAY LIGHTING ALTERNATIVE PIPE Sta. 41+45 Rt. 1 Each Location It ntlty ♦ Y Ste. 42+77 Lt. 1 Each Sta. 54+44 to Sidewalk Ste. !4+15 to Sta. ;4+61 Rt. 47 S.Y. *Olive Ave. N.E. return 18 L.F. Ste. 54+85f Lt. Ste, 46+13 Lt. 5 S.Y. I Ste. 50+831 Lt. 8 L.F. *Olive Ave. to Ste. 49+05 (Rt.) 276 L.F. Ste. 42+86 Rt. 1 Each , Olive Ave. to Ste. 47+20 Rt. 93 S.Y. *Ste. 49+80 to Ste. 53+37 {Rt.) 357 L.F. * FRAME AND COVER Location Quantity Class V R.C.P. Ste. 45+79 Lt. 1 Each Sta. 54+93 to Curb utter Stc. 50+13 to Ste. 50+80 Lt. 19 S.Y. *Ste. 50+13 to Ste. 50+25 Lt. 12 L.F. Ste. 46+06 Rt. 1 Each Ste. 55+11 Rt. ( ) Sta. 50+80 to Sta. 51+40 Lt. 83 S.Y. ♦Sto. 50+64 to Adelbert Ave. 162 L.F. P.V.C. S.D.R. 35 Sta. 56+02 to Sidewalk Manhole Intersection of Anteros Lump Sum Sta. 49+31 � 1 Each Ste. 57+88 Lt. Ste. 51+65 to Ste. 52+15 Rt. 69 S.Y. 12»� CORRUGATED STEEL ♦Adelbert Ave. to Gertrude Ave. 299 L.F. Ave. and East Main St. Ste. 49+48 Lt. 1 Each Stu. 53+37 to Ste. 56+93 Rt. ♦Ste. 53+62 to Ste. 54+68 Rt. 106 L.F. Ste. 55+48 to Curb & Gutter Gertrude Ave. to Ste. 56+10 Lt. 359 S.Y. PIPE (0, 109" thick) ♦Ste. 54+93 to Ste. 55+11 (Rt.) 18 L.F. Location Quantity Ste. 52+17 Lt. 1 Each Ste. 56+98 Rt. y Stu. 57+18 Rt. 1 Each Coolidge Ave. to Ste. 62+40 Lt. 159 S.Y. *Gertrude Ave. to Sinclair Ave. Lt.) 290 L.F. Ste. 55+32 Rt. 1 Each Ste. 56+93 Rt. Curb Carroll Ave. to Ste. 65+23 Lt. 211 S"• Location uantit ♦Ste. 56+48 to Ste. 56+38 Rt. 50 L.F. Stu. 57+70 to Curb & Gutter Ste. 65+95 Rt. 21 S.Y. ♦Ste. 57+70 to Ste. 61+23 �Rt.; 353 L.F. Ste, 55+73 Lt. 1 Each Ste. 58+16 Lt. 1 Eoch Stu. 58+08 Rt. Ste. 67+20 Rt. 21 S.Y. Ste. 38+94 Rt. 13 L.F. *Sinclair Ave. to Coolidge Ave. 284 L.F. Ste. 58+30 Lt. 1 Each Ste. 73+07 Rt. 18 S.Y. ♦Coolidge Ave. to Carroll Ave. 280 L.F. Ste. 58+42 Rt. 1 Each Ste. 57+75 Rt. Curt Stn. 73+74 Rt. 27 S.Y. ♦Dawes Ave, to Dawes Ave. 284 L.F. l N STALL Sta. 58+07 Rt. Curb Sta. 60+86 Lt. 1 Each Hinkley Ave. Sta. 6+00 Lt. 27 S.Y. *Dawes Ave. to Wagner Ave. 284 L F. Ste. 63+35 Lt. Walkway Adelbert Ave. Ste. 5+85 Lt. 32 S.Y. SIDEWALK DRAINAGE *WagnerAve. to Del Mar Ave. 283 L.F. Ste. 61+0, Rt. 1 Each Sta. 63+83 Rt. 1 Each Ste. 4+26 to Ste.4+41 Curb, Gutter & Gertrude Ave. Stu. 5+90 Lt. 29 S.Y. FACILITIES Total 4,647 L.F. RETURN SECTION Ste. 63+86 Lt. 1 Each Rt. (Olive Ave,) Sidewalk Sinclair Ave. Ste. 6+00 Rt. 21 S.Y. Wagner Ave. Ste. 6+00 Rt. 13 S.Y. Ste. 66+43 Lt. 1 Each Lump Sum Wagner Ave. Ste. 6+07 Lt. 21 S.Y. Location Quantity Location Quantity Ste. 66+70 Rt. 1 Each Ste. 66+81 Lt. 1 Each Total 1,568 S.Y. �6+ %.-50+8;L°. 1 Each Ste. 69+52 Lt. 1 Each jitAk- + 1.t 8614 Sto. 38+751 Lt. 1 Each t...v Ste. 69+54 Rt. F 1 Eoch Total I �-Eoch ""` 3 "'' A�t N� 4 „i Sta. 72+24 1 Each Ste. 72+37 Lt. I Each Total 24 Each Ql d r' DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOT, .I N COUNTY OF SAN JCAQUIN SCALE SUMMARY OF EAST MAIN STREET IMPROVEMENTS Erika Richert 10\96 � N0. S�;EETS J/9(1 s ��% ,/. AS Sr♦OWN QUANTITIES (ANTEROS AVE. TO DEL MAR AVE. ) 20 20 FILE AME DRAWERSHEET N0. ACAD I REVISIONS DATE EZ e: \erika\emain\squont