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H265 - H278
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Last modified
3/8/2016 3:11:07 PM
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ADJUST MANHOLE <br />FRAMES AND COVERS <br />Location Quantity <br />Sta. 168+23 Rt. 1 Each <br />Total 10 Each <br />ADJUST <br />WATER VALVE <br />No. <br />FRAMES <br />AND COVERS <br />6 <br />1 <br />Location <br />Quantity <br />Sta. <br />172+43 Lt. <br />1 Each <br />Sta. <br />172+46 Lt. <br />1 Each <br />Sta. <br />172+54 Lt. <br />1 Each <br />Sta. <br />174+35 Lt. <br />1 Each <br />Sta. <br />174+40 Lt. <br />1 Each <br />Sta. <br />180+20f Lt. <br />1 Each <br />Sta. <br />180+20t Lt. <br />1 Each <br />Sta. <br />182+80f Lt. <br />1 Each <br />Sta. <br />182+80f Lt. <br />1 Each <br />Sta. <br />182+80f Lt. <br />1 Each <br />Total 10 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />Hammer Lane 597 C.Y. <br />Moreland St. (South) 55 C.Y. <br />Moreland St. (North) 134 C.Y. <br />Total 786 C.Y. <br />RELOCATE SPRINKLER <br />HEADS <br />Location <br />Sta. 179+10 Lt. <br />Moreland St. <br />Sta. 15+35 Lt. <br />Sta. 16+05 Lt. <br />Quantity <br />1 Each <br />1 Each <br />1 Each <br />Total 3 Each <br />DRIVEWAYS <br />PLANING ASPHALT <br />Quantities <br />No. <br />CONCRETE PAVEMENT <br />D <br />E <br />6 <br />1 <br />Location Quantity <br />Sta. <br />166+78 to Sta. 167+28 431 <br />S.Y. <br />Sta. <br />167+28 to Sta. 174+38 Lt. 473 <br />S.Y. <br />Sta. <br />185+62 to Sta. 1816+12 140 <br />S.Y. <br />North <br />99 Frontage Rd. <br />Tons <br />Sta. <br />10+00 to Sta. 10+25 150 <br />S.Y. <br />Sta. <br />15+60 to Sto. 15+85 125 <br />S.Y. <br />Total 2,174 <br />Total 1,372 <br />S.Y. <br />ROADWAY EXCAVATION <br />Location Quantity <br />Hammer Lane 597 C.Y. <br />Moreland St. (South) 55 C.Y. <br />Moreland St. (North) 134 C.Y. <br />Total 786 C.Y. <br />RELOCATE SPRINKLER <br />HEADS <br />Location <br />Sta. 179+10 Lt. <br />Moreland St. <br />Sta. 15+35 Lt. <br />Sta. 16+05 Lt. <br />Quantity <br />1 Each <br />1 Each <br />1 Each <br />Total 3 Each <br />DRIVEWAYS <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />6 <br />1 <br />214 S.Y. <br />47 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location Quantity <br />Roadway <br />ASPHALT <br />1,627 <br />Tons <br />Moreland <br />St. (South) <br />38 <br />Tons <br />Moreland <br />St. (North) <br />57 <br />Tons <br />North 99 <br />Frontage Rd. <br />336 <br />Tons <br />Driveways <br />Sta. <br />54 <br />Tons <br />Dike <br />180+10 <br />62 <br />Tons <br />Each <br />Sta. <br />Total 2,174 <br />Tons <br />PLACE ASPHALT CONCRETE <br />DIKE — TYPE A (High Dike) <br />Location Quantity <br />Sta. 166+78 to Sta. 180+11 Rt. 1,289 L.F. <br />Sta. 180+44 to Sta. 182+63 Rt. 276 L.F. <br />Sta. 174+39 to Sta. 182+61 Lt. 857 L.F. <br />Total 2,422 L.F. <br />ASPHALT CONCRETE <br />BASE (Type B) <br />Location Quantity <br />Roadway 1,358 C.Y. <br />Moreland St. (South) 61 C.Y. <br />Moreland St. (North) 62 C.Y. <br />Miscellaneous Areas 33 C.Y. <br />Total 1,544 C.Y. <br />• 18" STORM DRAIN <br />I N LET <br />ASPHALT <br />CONCRETE <br />Sta. <br />(Miscellaneous Areas) <br />1 Each <br />Location <br />Quantity <br />Sta. <br />174+00 <br />36 S.Y. <br />Sta. <br />179+41 <br />10 S.Y. <br />Sta. <br />180+00 <br />20 S.Y. <br />Sta. <br />182+02 <br />13 S.Y. <br />Total 5 Each <br />180+10 <br />Total 79 S.Y. <br />ASPHALT CONCRETE <br />BASE (Type B) <br />Location Quantity <br />Roadway 1,358 C.Y. <br />Moreland St. (South) 61 C.Y. <br />Moreland St. (North) 62 C.Y. <br />Miscellaneous Areas 33 C.Y. <br />Total 1,544 C.Y. <br />• 18" STORM DRAIN <br />I N LET <br />• STORM DRAIN INLET <br />(Type A) <br />Location Quantity <br />Sta. <br />Location <br />Quantity <br />Sta. <br />174+00 Rt. <br />1 Each <br />Sta. <br />175+95 Lt. <br />1 Each <br />Sta. <br />176+70 Lt. <br />1 Each <br />Sta. <br />179+95 Lt. <br />1 Each <br />Sta. <br />180+50 Rt. <br />1 Each <br />1 <br />Each <br />Total 5 Each <br />• STORM DRAIN INLET <br />(Type A) <br />Location Quantity <br />Sta. <br />170+50 <br />Rt. <br />1 <br />Each <br />Stu. <br />174+00 <br />Rt. <br />1 <br />Each <br />Sta. <br />176+00 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+00 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+10 <br />Rt. <br />1 <br />Each <br />Sta. <br />180+28 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+45 <br />Rt. <br />1 <br />Each <br />Sta. <br />180+45 <br />Rt. <br />Total 7 <br />Each <br />• STORM DRAIN INLET <br />(Type B) <br />Location Quantity <br />Sta. 169+00 Rt. 1 Each <br />MANHOLE <br />(Storm Sewer) <br />Location Quantity <br />Sta. <br />176+00 <br />Sta. <br />180+00 <br />Sta. <br />182+30 <br />Sta. <br />182+48 <br />M.H.#1 <br />1 <br />Each <br />M.H.#2 <br />1 <br />Each <br />M.H.#3 <br />1 <br />Each <br />M.H.#4 <br />1 <br />Each <br />Total <br />4 <br />Each <br />18" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />Sta. 174+00 80 L.F. <br />24" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />M.H.#2 to M.H.#3 226 L.F. <br />M.H.#3 to M.H.#4 40 L.F. <br />M.H.#4 (Stub) 8 L.F. <br />Total 274 L.F. <br />30" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />Sta. 174+40 to M.H.#1 165 L.F. <br />M.H.#1 to M.H.#2 396 L.F. <br />Total 561 L.F. <br />MINOR CONCRETE <br />(Curb and Gutter) <br />Location Quantity <br />Moreland St. <br />Cul—de—sac <br />176 L.F. <br />MINOR CONCRETE <br />(Type B3 Curb) <br />Location Quantity <br />Sta. 182+50 Rt. <br />Traffic Island 88 L.F. <br />MINOR CONCRETE <br />(Driveways) <br />Location Quantity <br />Moreland St. <br />Sta. 15+90 Rt. <br />Sta. 15+95 Lt. <br />11 S.Y. <br />3 S.Y. <br />Total 14 S.Y. <br />*FRAMES AND COVERS <br />(Manhole) <br />Location Quantity <br />M.H.#1 1 Each <br />M.H.#2 1 Each <br />M.H.#3 1 Each <br />Total 3 Each <br />*FRAMES AND GRATES <br />(Manhole) <br />Location Quantity <br />M.H.#4 1 Each <br />12" DIA. <br />ALTERNATIVE <br />STORM SEWER <br />PIPE (Type A) <br />Quantity <br />Location <br />Quantity <br />Sta. <br />170+50 <br />5 L.F. <br />Sta. <br />174+00 <br />4 L.F. <br />Sta. <br />176+00 <br />79 L.F. <br />Sto. <br />180+00 <br />175 L.F. <br />1 Each <br />180+00 <br />Total 263 L.F. <br />18" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />Sta. 174+00 80 L.F. <br />24" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />M.H.#2 to M.H.#3 226 L.F. <br />M.H.#3 to M.H.#4 40 L.F. <br />M.H.#4 (Stub) 8 L.F. <br />Total 274 L.F. <br />30" DIA. ALTERNATIVE <br />STORM SEWER PIPE (Type B) <br />Location Quantity <br />Sta. 174+40 to M.H.#1 165 L.F. <br />M.H.#1 to M.H.#2 396 L.F. <br />Total 561 L.F. <br />MINOR CONCRETE <br />(Curb and Gutter) <br />Location Quantity <br />Moreland St. <br />Cul—de—sac <br />176 L.F. <br />MINOR CONCRETE <br />(Type B3 Curb) <br />Location Quantity <br />Sta. 182+50 Rt. <br />Traffic Island 88 L.F. <br />MINOR CONCRETE <br />(Driveways) <br />Location Quantity <br />Moreland St. <br />Sta. 15+90 Rt. <br />Sta. 15+95 Lt. <br />11 S.Y. <br />3 S.Y. <br />Total 14 S.Y. <br />*FRAMES AND COVERS <br />(Manhole) <br />Location Quantity <br />M.H.#1 1 Each <br />M.H.#2 1 Each <br />M.H.#3 1 Each <br />Total 3 Each <br />*FRAMES AND GRATES <br />(Manhole) <br />Location Quantity <br />M.H.#4 1 Each <br />*FRAMES AND GRATES <br />(S.D.I.) <br />Location Quantity <br />Sta. <br />*FRAMES <br />(18" <br />AND GRATES <br />S.D.I.) <br />1 <br />Location <br />Quantity <br />Sta. <br />174+00 Rt. <br />1 Each <br />Sta. <br />175+95 Lt. <br />1 Each <br />Sta. <br />176+70 Lt. <br />1 Each <br />Sta. <br />179+95 Lt. <br />1 Each <br />Sta. <br />180+50 Rt. <br />1 Each <br />180+00 <br />Lt. <br />Total 5 Each <br />*FRAMES AND GRATES <br />(S.D.I.) <br />Location Quantity <br />Sta. <br />169+00 <br />Rt. <br />1 <br />Each <br />Sta. <br />170+50 <br />Rt. <br />1 <br />Each <br />Sta. <br />174+00 <br />Rt. <br />1 <br />Each <br />Sta. <br />176+00 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+00 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+10 <br />Rt. <br />1 <br />Each <br />Sta. <br />180+28 <br />Lt. <br />1 <br />Each <br />Sta. <br />180+45 <br />Rt. <br />1 <br />Each <br />Total 8 <br />Each <br />TIMBER BARRICADE <br />Location Quantity <br />Sta. 180+28f Lt. <br />70 L. F. <br />ALLOWABLE ALTERNATIVE <br />PIPE <br />TYPE A Class V R.C.P.; A.C.P. <br />TYPE B Class IV R.C.P.; A.C.P. <br />• <br />Denotes <br />Miscellaneous <br />Facilities <br />* <br />Denotes <br />Miscellaneous <br />Metal <br />UKAwn UT I UAit I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE CONSTRUCTIONSHM M19. In <br />r7� �lo� 9/ COUNTY OF SAN JOAQUIN HAMMER LANE WIDENING W. sus <br />�. 912 9�9Z �%s,►,,ry,la!u:� %/1/4� �� - �� NOTES AND SIGNALIZATION 14 14 <br />NOTES.DWG <br />s <br />
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