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BASE -BID .o CLEAN DRAIN FACILITIES RELOCATE FIRE HYDRANT PLACE A.C. MISC. UNDER SIDEWALK DRAIN MINOR CONCRETE <br /> AREAS TYPE 2 STEPS <br /> PLANING ASPHALT Location Quantity Type Quantity Location Quantity Location Quantity Location Quantity <br /> CONCRETE PAVEMENT cL �� ��+ \ <br /> Belvedere Ave. SE - Ste. *ter- — -- -�+-- Sta. 43+26 Lt. �J� yE 1 Each <br /> Sierra to F" (Rt.) 4 S.Y. ( ) � /;fzl'' Sto. 44+93 (Rt.) L.S. <br /> Sierra Ave. NE 45+41 to 46+44 Lt. 3 S.Y. ( ) o3fi0 <br /> ( ) Sta. 66+ Lt. 1 Each <br /> Location QuantitySta. 66+ Lt. 0 3 1 Each Sta. 73+15 (Rt.) <br /> Newport Ave. SE 48+01 to 51 +47 (Lt.) 36 S.Y. ( ) <br /> Beginning of Project 67 S.Y. Senset Ave. NE L.S. 51 +79 to 56+12 (Lt.) 50 S.Y. '��1�6Tf` wLt� '` <br /> Total .3'Eoch <br /> Intersections Gilchrist Ave. SE DRIVEWAYS (TYPE D) 51 +55 to 51 +87 (Rt.) 7 S.Y. <br /> 53+15 to 55+91 Rt. 19 S.Y. ✓ <br /> Belvedere Ave. 85 S.Y. Golden Gate Ave. SE ( ) <br /> Sierra Lane (N/S) 175 S.Y. Report Ave. SW > Location Quantity 58+89 to 59+98 (Rt.) 11 S.Y. MINOR CONCRETE <br /> "F" Street 94 S.Y. �, 17C7 1 <br /> 62+23 to 63+59 (Rt.) 30 S.Y. MINOR CONCRETE (CURB, DRIVEWAYS — TYPE C <br /> Auto Ave. 105 S.Y. 65 Locations 1 ,98'r S.Y. 59+78 to 60+94 (Lt.) 11 S.Y. GUTTER AND SIDEWALK <br /> Newport Ave. 83 S.Y. 62+60 to 63+55 (Lt.) 15 S.Y. Location Quantity <br /> Rhode Island Ave. 80 S.Y. 65+00 to 66+51 (Lt.) 19 S.Y. Location Quantity Sto. 43+25 (Lt.) jC YO S.Y. <br /> Sunset Ave. (N/S) 223 S.Y. ADJUST FRAMES 68+57 to 69+89 (Lt.) 24 S.Y. Sta. 42+34 to Sta. 42+53 (Lt.) 19 L.F. Sta 74+36-- Rt.) -& <br /> Gilchrist Ave. (N/S) 181 S.Y. ASPHALT CONCRETE 71 +84 to 77+60 (Lt.) 88 S.Y. <br /> Myron Ave 70 S.Y. AND COVERS MH 4$ Sta. 43+36 to Sto. 45+41 (Lt.) 205 L.F. Sta. 85+03 (Lt.) C , s S.Y. <br /> TYPE B 76+18 to 77+13 (Rt.) 7 S.Y. Sta. 47+62 to Sta. 48+63 (Rt.) 101 L.F. Sto. 8§+54---(10 91 S.Y- <br /> Golden Gate Ave. 79 S.Y. Location Quantity 77+13 to 77+71 (Rt.) 13 S.Y. <br /> Chronicle Ave. 82 S.Y. Location Quantity Sta. 51 +72 to Sta. 53+73 (Rt.) 201 L.F. Sta. 87+07 (Lt.) A4 S.Y. <br /> 80+21 to 80+50 (Rt.) 5 S.Y. � � t. <br /> Sutro Ave. (N.S) 170 S.Y. ---Ste- 50124(617 -T Ears Sta. 64+14 to Sta. 64+34 (Lt.) 20 L.F. ¢Z+{v! >l Total -twS.Y. <br /> Mainline Z, 7 � 1 2,714 Tons 82+41 to 83+23 (Rt.) 22 S.Y. Sta. 65+05 to Sto. 65+42 (Lt.) 37 L.F. j1 G <br /> Report Ave. (N/S) 229 S.Y. Sta. 52+96 (Lt.) 1 Each � 3 1 83+83 to s3+96 (Rt.) 4 S.Y. <br /> BroadwayAve. 152 S.Y. A.C. Misc. Type 1 121 Tons Sta. 75+12 to Sta. 77+60 (Lt.) 248 L.F. <br /> Sto. 56+62 (Lt.) 1 Each A.C. Misc, Type 2 i °J(0 74 Tons Total -368-S f. Sta. 77+37 to Sto. 77+59 Rt. 22 L.F. <br /> End of Project 40 S.Y. Sto. 59+45 (Lt.) 1 Each Y� ( ) <br /> LongitudinaSta. 61+72 (Lt.) 1 Each Transition `� Sto. 81 +13 to Sta. 83+00 (Rt.) 187 L.F. RESET CHAIN <br /> l <br /> Beg. of Project ,JG IAQC--n LINK FENCE <br /> Sta. 42+65 to Sto. 44+28(Rt.) 109 S.Y. Sta. 66+09 (Lt.) 1 Each 1� E at 11 Corner A.D.A. Ramp <br /> Sto. 42+65 to Sta. 46+88 Lt. 282 S.Y. End of Project 9 dens <br /> ( ) Sta. 67+67 (Lt.) 1 Each 33 Locations 1 ,109 L.F. <br /> Intersections 340 374 Tons » Location Quantity <br /> Sta. 45+00 to Sta. 46+84(Rt.) 123 S.Y. <br /> Sto. 70+07 (Lt.) 1 Each 12 � ALT. STORM PIPE Midblock A.D.A. Ramp <br /> Sto. 47+60 to Sta. 49+50(Rt.) 127 S.Y. riv f_�� 217 Tons <br /> Sta. 75+93 (Lt.) 1 Each �(� T Locations ,Yk Vz-7° Gam' 1:. 133 L.F. Sto. 86+64 to 86+95 (Lt.) t <br /> Sta. 47+64 to Sto. 59+12(Rt.) 765 S.Y. Sta. 80+24 Lt. 1 Each 7r 15 Total 3548 Tons Location Quantity L.S. <br /> Sta. 50+38 to Sta. 61 +03(Rt.) 710 S.Y. ( ) Sta. 87+17 to 87+61 Lt. t <br /> Total % � Each "E" Street Total `�*,3'8Y- L.F. ( ) <br /> Sta. 59+58 to Sto. 67+33(Rt.) 517 S.Y. SE" Corner LI 13 L.F. <br /> Sto. 61+84 to Sta. 65+45(Rt.) 241 S.Y. <br /> Sta. 66+05 to Sta. 67+57(Rt.) 101 S.Y. Belvedere Ave. <br /> PLACE A.C. MISC. S/E Corner 1244L.F. MINOR CONCRETE <br /> Sta. 68+0o to sta. s9+77(Lt.) 118 S.Y. ADJUST FRAMES AND COVERS AREAS TYPE 1 Sierra Lane <br /> Sta. ss+2s to sta. 7o+os(Rt.) 1 ,s S.Y. SIDEWALK PLACE MONUMENT <br /> Sta. 70+58 to sta. 80+20(Lt.) 641 S.Y. SEWER CLEANOUTS Location Quantity N/E corner -1 -I5' L.F. FRAME AND COVER <br /> Dort Ave. Location Quantity <br /> Sta. 70+85 to Sta. 72+60(Rt.) 117 S.Y. New <br /> Location Quantity Location Quantity <br /> Sta. 73+25 to Sta. 75+08(Rt.) 122 S.Y. "E" St. Romp SE 3 S.Y. S/E Corner 4-t <br /> Sto. 45+41 to Sta. 46+89 (Lt.) 115 S.Y. <br /> Sta. 75+85 to Sta. 77+58(Rt.) 115 S.Y. Sto. 45+38 (Lt.) 1 Each Belvedere Romp SW S 9 S.Y. Rhode Island Ave. Sta. 47+65 to Sta. 56+12 (Lt.) 645 S.Y. Sta, 42+30.82 1 Each <br /> Sto. 78+37 to Sta. 80+39(Rt.) 135 S.Y. Sta. 48+68 (Lt.) 1 Each Belvedere Ramp SE y 3 S.Y. N/W Corner Z-0 28"++• Sta. 48+63 to Sta. 49+50 (Rt.) 68 S.Y. <br /> Sta. 81 +12 to Sta. 83+00(Rt.) 125 S.Y. Sierra Ramp NW 3 S.Y. Gilchrist Ave. <br /> Sto. 50+01 (Lt.) 1 Each Sta. 50+40 to Sta. 51 +72 (Rt.) 103 S.Y. <br /> Sto. 80+48 to Sta. 83+51 (Lt.) 202 S.Y. Sierra Ramp NE 4 S.Y. N/E Corner 4 L.F. <br /> Sta. 50+04 (Lt.) 1 Each - Sta. 53+73 to Sta. 55+92 (Rt.) 170 S.Y. <br /> Sta. 84+07 to Sta. 87+56(Rt.) 233 S.Y. Sta. 51 +84 (Lt.) 1 Each Sierra Ramp SW 3 S.Y. Golden Gate Ave. <br /> Sto. 57+4fi to Sta. 59+12 (Lt.) 93 S.Y. <br /> Sta. 84+00 to Sta. 89+77(Lt.) 385 S.Y. Sierra Ramp SE + 3 S.Y. S/E Corner 16 L.F. TUBULAR HANDRAILING <br /> Sta. 53+19 (Lt.) 1 Each Sta. 59+92 to Sta. 67+33 (Lt.) 502 S.Y. <br /> Total X48@ 3.Y. Sta. 53+22 Rt. "F" St. Ramp SW 4 S.Y. Report Ave. <br /> 20 ( ) 1 Each 1 Sta. 58+02 to Sta. 61 +03 (Rt.) 234 S.Y. Location Quantity <br /> "F" St. Ram SE ✓ { S.Y. N/E Corner L.F. <br /> Sta. 53+25 (Rt.) 1 Each p 4 / � Sta. 61 +84 to Sta. 65+45 (Rt.) 281 S.Y. <br /> Sta. 54+57 (Lt.) 1 Each Auto Ramp NW h 3 S.Y. t+2 S GL� I 0 L� Sta. 68+06 to Sta. 69+77 (Lt.) 119 S.Y. <br /> Newport Ramp SW ri S.Y. Total 406-tF. <br /> Sta. 54+63 (Lt.) 1 Each 1 (e Sta. 68+29 to Sto. 70+06 (Rt.) 138 S.Y. Sto. 64+92 to Sta. 65+51 (Rt) 70 L.F. <br /> ADJUST FRAMES Sta. 58+28 (Lt.) 1 Each Newport Ramp SE ¢ S.Y. Sta. 70+58 to Sta. 75+12 (Lt.) 257 S.Y. Sta. 69+53 to Sta. 69+97 (Rt.) 50 L.F. <br /> AND COVERS MH Sta. 59+30 (Rt.) 1 Each Rhode Island Ramp SW �' S.Y. Sta. 70+85 to Sta. 72+60 (Rt.) 86 S.Y. Sta. 81 +16 to Sta. 81 +44 (Rt.) 28 L.F. <br /> Sunset Ramp NW S.Y.t <br /> Sto. 60+21 (Rt.) 1 Each Sto. 73+25 to Sta. 75+08 (Rt.) 142 S.Y. Sta. 81 +56 to Sto. 82+03 (Rt.) 47 L.F. <br /> Location Quantity Sto. 64+14 (Rt.) 1 Each Sunset Ramp NE y ¢ S.Y. STORM DRAIN Sta. 75+85 to Sta. 77+58 (Rt.) 135 S.Y. Sta. 81 +66 to Sta. 81 +91 (Lt.) 25 L.F. <br /> Sunset Ram f <br /> -Sta 42+38 �EE� 1 Eaeh Sto. 64+18 (Rt.) 1 Each p SE S.Y. INLET TYPE 1 Sta. 78+37 to Sta. 80+39 (Rt.) 157 S.Y. Total <br /> Sta. 64+37 (Lt.) 1 Each Gilchrist Ramp NW S.Y. Location QuantitySta. 81 +12 to Sta. 83+51 (Lt.) 169 S.Y. 3• <br /> Sta. 42+56 (Lt.) 1 Each Gilchrist Romp NE S.Y. <br /> Lt. <br /> Sto. 44+43 <br /> (Lt.) 1 Each Sto. 70+93 (Rt.) 1 Each Sta. 84+55 to Sto. 87+61 (Lt.) 238 S.Y. <br /> Gilchrist Romp SW S.Y. "E" Street (Intersection) <br /> Sta. 70+97 (Rt.) 1 Each r Sta. 85+45 to Sta. 87+56 Rt. 164 S.Y. <br /> Sta. 44+75 (Rt.) 1 Each Gilchrist Romp SE S.Y. Misc. Areas 3 ( ) 83 S.Y. FRAME AND GRATE <br /> Sta. 73+72 (Rt.) 1 Each Sta. 42+31 (Rt.) 1 Each <br /> Sta. 45+00 (Lt.) 1 Each Myron Romp SW S.Y. Belvedere Ave. (Intersection) ( ) <br /> Sta. 74+25 (Rt.) 1 Each Myron Ramp SE llG S.Y. <br /> TEb�-� Total . . SDI TYPE 1 <br /> Sta. 76+44 (Lt.) 1 Each Sta. 44+85 (Rt.) Z-I' Each 1 <br /> Sto. 47+11 (Lt.) 1 Each Golden Gate Rom SW C S.Y. <br /> Romp Rei ir. cco Location Quantity <br /> Sta. 47+20 Lt. 2 Each Sta. 76+47 (Lt.) 1 Each � Newport Ave. Intersection) � <br /> ( ) <br /> Sto. 81 +10 (Lt.) 1 Each Golden Gate Romp SE S.Y. Sta. 61 +67 Rt. 1 Each Re <br /> Sta. 50+00 (Lt.) 1 Each Chronicle Ramp SW s S.Y. ( ) ort Ave. NE 1 Each <br /> Report <br /> Sta. 50+05 (Rt.) 1 Each Sta. 81 +13 (Lt.) 1 EachChronicle Ramp SE s S.Y. Rhode Island Ave. (Intersection) MINOR CONCRETE <br /> Sto. 50+26 Rt. 1 Each Sta. 84+64 (Lt.) 1 Each /� Sta. 65+56 Rt. , Each <br /> ( ) Sutro Rom SW S.Y. ( ) <br /> Sta. ss+s, (Lt.) , Each p RETAINING CURB <br /> Sta. 50+61 (Lt.) 1 Each Sutro Sto. Ramp SE � S.Y. Report Ave. (Intersection) <br /> 86+64 (Lt.) , Each Location Quantity uan <br /> Sta. 52+61 (Rt.) 1 Each + ,+41 Get Report Ramp NW , S.Y. Sta. 84+07 (Lt.) 1 Each Y PREFORMED <br /> Sta. 56+57 (Lt.) 1 Each $ LL�� Total .2TEach Report Ramp NE 4 S.Y. Sta. 42+ to Sto. 3+0 (Lt.) 17 48 L.F. PAVEMENT MARKINGS r <br /> Total (0,8 Each <br /> Sta. 56+81 (Rt.) 1 Each 5"Lt{�9 30 r5o Report Ramp SW L 4 S.Y. Sta. 51 +47 to Sta. 51 +79 (Lt.) 32 L.F. <br /> Location Quantity ..n. <br /> �.-581 FL4 �� Broa a Rom SW �4 S.Y. Sta. 60 to Sta. 62 � <br /> y p (Lt.) 17462 L.F. <br /> Sta. 60+39 (Rt.) 1 Each 42+,ito 42+53 L 3 2 S.Y. Sta. 64+ to Sta. 65+ L (Rt.) (-17 69' L.F. 1�1 N "STOP" (White): 462 S.F. -4 <br /> Sta. 61 +50 (Rt.) 1 Each ADJUST FRAME 43+, to 45+yF� z4 23 S.Y. Sta. 66+ to Sta. 67+ (Lt.) ?'L.F. Ir%R Type IV Arrow (White): 120 S.F. <br /> Sta. 61 +71 (Lt.) 1 Each AND COVER LAMPHOLE 47+62010 48+e;� 12- 11 S.Y. STORM DRpAIN Sta. 69+ <br /> Sta. 64+18 Rt. 1 Each y INLET 1 $ to Sto. 9+ (Rt.) 44 L.F. 11-y6 "35 (White): 9<,,. 7� CGC�I✓ 165 S.F. <br /> ( ) 51 +72 to 53+ 22 2� S.Y. Sta. 81 +16 to Sta. L+� (Rt.) -1028- L.F. 4 "SCHOOL" (Yellow): 140 S.F. <br /> Sta. 65+94 (Lt.) 1 Each Type Quantity 75+12 to 77+60 L 28 28 S.Y. Location Quantity ) t} L.F. 4 "SIGNAL" (White): 128 S.F. <br /> — Sta. 47+16 Rt. 1 Each 9 A ��c,,•.,. „ +2 � F <br /> �� �� - ( ) Post Tool (R) � 21 S.Y. Sta. 81 +66 to Sta. 81 +-3•fi (Lt.) LC.�5• L.F. +—���-��w): Tzv��T*-• <br /> Ste. 68186 (Rt.) — 1 €eeh F street N 3 2 S.Y. Sierra Lane (Intersection) Qar-6-I.6+ ) 1.1....t.f.. 4 "AHEAD" (White): 124 S.F. W <br /> Sta. 70+19 (Lt.) 1 Each Newport N 3 2 S.Y. Sta. 47+53 (Lt.) 1 Each CA I" �Y�1� " <br /> y� ) 4✓ w : 124-S-F. <br /> Sta. 70+68 (Rt.) 1 Each Rhode Is. N 3 2 S.Y. Gilchrist Ave. (Intersection) t Crosswalks (White): j;>7 -3 382' S.F. <br /> Sta. 73+17 (Lt.) 1 Each Sunset N 3 2 S.Y. Sta. 70+70 (Rt.) 1 Each y I IS 'Total -591 tT. 24 <br /> Crosswalks (Yellow): 241 S.F. <br /> Sta. 74+33 (Rt.) 1 Each August Sc. N 3 2 S.Y. Golden Gate Ave. (Intersection) <br /> Total 4,934 S.F. <br /> Sta. 75+72 (Lt.) 1 Each August Sc. S �! 2 S.Y. Sta. 75+72 (Rt.) 1 Each (L <br /> -Ste. 1 Eeeh Report N 7 4 S.Y. <br /> Sta. 80+ (Lt.) 1 Each Total -244-'S.Y. Total <br /> Sta. 83+11 (Lt.) 1 Each <br /> Sta. 83+61 Rt. 1 Each ; <br /> Sta. 83+86 (Lt.) 1 Each t <br /> Ifot10 Lr) Total WEach <br /> DRAWN By DATE PROJECT ENGINEER DATE -HECKED DATE SUBMITTED DATIL APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> x. ,� &° F/.m.� 11/98 // -, a COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES WATERLOO ROAD IMPROVEMENTS NO. SHEETS <br /> �. a. Y.,..,,�. 12/9 B � �F�/!�� .o'xu"` ✓�✓`r 7l 4/"� <br /> ( E Street to State Highway 99) 16 17 <br /> FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE <br /> sumquant.dwg b It IS I e:\project\waterloo\sumquant <br /> O DAV <br />