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63MVa0 3AVN 3113 PLANING ASPHALT CONCRETE PAVEMENT Const. MINOR CONCRETE Location Quantity (Curb, Gutter and Sidewalk) Sta. 0+17 to Sto. 11+53 (Lt. & Rt.) 1,687 S.Y. Location Quantity - - Limits of Clearing and Grubbing and Earthwork -. Sta. 0+19 to Sta. 2+49 (Lt.) 252 L.F. Sto. 0+19 to Sto. 0+36 (Rt.) 25 L.F. 13.75'± -----+ 13.75'± �i ADJUST FRAMES AND COVERS (Manhole) Sta. 0+85 to Sta. 1+26 (Rt.) 41 L.F. 12' Pavement Reinforcing Fabric �, Location Quantity Sta. 1+78 to Sta. 1+96 (Rt.) 18 L.F. 2+19 to Sto. 2+57 (Rt.) 38 L.F. 0.10' 6 ..- g' Sto. 2+89 to Sta. 3+19 (Rt.) 30 L.F. I r Planing Area - Planin Ar - 0.10' Sto. 1+53 (5' Rt.) 1 Each ea g� Sta. 3+43 to Sta. 3+86 (Rt.) 43 L.F. �Var. V_ar.� Sta. 4+37 (4' Rt.) 1 Each Sta. 3+65 to Sto. 4+64 (Lt.) 99 L.F. ' Sto. 5+79 (4' Rt.) 1 Each - - - - , - -- -- - - - - Sta. 4+33 to Sto. 4+99 (Rt.) 66 L.F. ti ��< Sta. 7+36 (4' Rt.) 1 Each Sta. 4+77 to Sto. 5+02 (Lt.) 25 L.F. - - - ---- _ ---- ---- - - - - - Sta. 10+29 (4' Rt ) 1 Each Sta. 5+09 to Sta. 5+69 (Lt.) 60 L.F. Existing Curb, Gutter and Sidewalk to 0.17' A.C. Overlay --' �- Exist. Roadway Total 5 Each Sta. 5+47 to Sto. 5+68 21 L.F. � 0.50' Place Asphalt Concrete (Rt.) Remain in place, unless specified on TYPICAL SECTION (Miscellaneous Areas) at all Minor Sta. 6+07 to Sta. 6+26 (Lt.) 23 L.F. Sta. 6+17 to Sta. 6+34 (Rt.) 17 L.F. the plans. Concrete Work. Sta. 0+ 17 to Sta. 11 +53 Sto. 6+98 to Sta. 7+27 (Lt.) 29 L.F. RELOCATE SPRINKLERS HEADS Sta. 7+12 to Sta. 7+36 (Rt.) 24 L.F. Sto. 7+81 to Sto. 8+10 (Lt.) 29 L.F. Location Quantity Sta. 8+18 to Sta. 9+13 (Rt.) 95 L.F. Sto. 8+50 to Sta. 8+67 (Lt.) 24 L.F. Sta. 0+26 (36'±Rt.) 1 Each Sto. 1+92 1 Each Sta. 8+99 to Sto. 9+19 (Lt.) 24 L.F. i; Existing C.G. & S. �_ 4' v7 Sta. 0+28 (34'±Lt.) 1 Each Sta. 2+05 1 Each Sto. 9+61 to Sto. 9+94 Lt. it Broom Finish Surface ( ) 33 L.F. Areas Concrete Driveways g 1'�� 1 i -1 F Sto. 0+35 (26'±Lt.) 1 Each Sta. 2+2 " 1 Each Sta. 10+23 to Sta. 11+19 (Lt.) 96 L.F. -1 -� `� -1' -1' ► �. 1' a At Grass' Conform to Existing Sta. 0+43 (21'±Lt.) 1 Each Sta. 2+22 (20'±Rt.) 1 Each Sta. 11+32 to Sto. 11+47 (Lt.) 17 L.F. Conform to 1' - Sta. 0+54 (20'±Lt.) 1 Each Sta. 2+32 (20'±Lt.) 1 Each Sta. 11+34 to Sta. 11+47 (Rt.) 17 L.F. � 3„ r Conform to Sta. 0+66 1 Each Sta. 2+4 " 3/4" � 1 -1/2" �^ �� I, 3"� - 5 1 Each Planed Surface � c 45' I 1"� Planed Surface Total 1,146 L.F. _ - / V 1�y;Iir I 1 _1/2Sta. 0+75 1 Each Sta. 2+58 (20'±Rt.) 1 Each _ - - -- 4.. Mina • _ 3/4" � 11 �I _ _ • • - / _ Sta. 0+83 (20'±Rt-) 1 Each Sta. 4+35 1 Each • -� .• • 10-1/2" 10 1/2.. - Sta. 0+85 (20'±Lt.) 1 Each Sta. 4+47 1 Each 6" 12 ^ Sta. 0+93 1 Each Sta. 4+67 1 Each • � 12 11 L" 6 I 12 � a 6 ' ` Sta. 1+04 1 Each Sta. 4+88 1 Each 0.50' 6-1/4' �'� � � Sta. 1+14 1 Each Sto. 5+34 (TYP ) _ 6" �_ 0.50' (20'±Lt.) 1 Each PAVEMENT REINFORCING FABRIC Place Asphalt Five -5/8" x 24" long steel Sta. 1+23 1 Each Sta. 5+46 1 Each Concrete (Mist. Areas) dowels, greased and wrapped 1 - 1/2' x 3-1/2" Key - Place Asphalt one side through all Unless Poured Monolithic 6-1/4" Concrete (Misc. Areas) Sta. 1+33 1 Each Sta. 5+59 (25'±Lt.) 1 Each CURB AND GUTTER expansion joints. Sto. 1+43 1 Each Sta. 6+13 (20'±Lt.) 1 Each Location Quantity Sta. 2 +57 to Sta. 2+71 (Rt.) CURB, GUTTER AND SIDEWALK Sta. 1+53 1 Each Sta. 6+24 (20'±Rt.) 1 Each Sta. 1+59 (20'±Rt.) 1 Each Sta. 6+32 1 Each Sta. 0+30 to Sto. 11+35 1,473 S.Y. Sta. 2 +86 to Sta. 2 +89 (Rt.) Sta. 0+ 19 to Sta. 2+49 Lt. (2o'±I_t. 1 Each Sto. 11+38 " 1 Each ( ) Sta. 1+62 ) Sta. 0+85 to Sta. 1 +26 (Rt.) Total 36 Each Sta. 1 + 78 to Sta. 1 +96 (Rt.) Sta . 2+ 19 to Sta. 2 +57 (Rt.) V ai SeeSta. 2 +89 to Sta. 3+ 19 (Rt.) MINOR CONCRETE cn elo� Sta. 3+43 to Sta. 3+86 (Rt.) ASPHALT CONCRETE (Type B) (Curb and Gutter) f Conform to Existing f Conform to Existing Sta. 3+ 65 t0 Sta. 4+ 64 (Lt.) Location c Concrete Driveways Concrete Driveways Quantity Sta. 4+33 to Sta. 4+99 (Rt.) LOCOtIOn Quantity -_ - - - _ ,_ _ _ _ Sta. 4+ 77 to Sta. 5+02 (Lt.) Mainline 253 TONS 4, `' `' ' ° " 4" Std. 5+09 to Sta. 5+69 Lt. Intersections Sta. 2+57 to Sta. 2+71 Rt. 14 L.F. J ^ �- ( ) 39 TONS Sto. 2+86 to Sta. 2+89 (Rt.) ' � • •° Sta. 6+ 98 to Sta. 7+27 (Lt.) Asphalt Concrete (Misc. Areas) 53 TONS ( ) 3 L.F. Place Asphalt - Place Asphalt - Sta. 7+ 12 to Sta. 7+36 Rt. 0.50'- P Concrete Misc. Areas -- -- 0.50' - ( ) Total 345 TONS Total 17 L.F. Concrete (Misc. Areas) Sta. 7+81 to Sta. 8+ 10 (Lt.) Case I, Sidewalk only (Case II) C.G.& S. Sta. 8+ 18 to Sta. 9 + 13 (Rt.) Sta. 9 + 61 to Sta. 9 +94 (Lt.) Sta. 1 1 + 19 to Sta. 1 1 + 32 (Lt.) Sta. 7+ 17 to Sta. 7+26 (Rt.) = 1 ' Sta. 10+23 to Sta. 1 1 + 19 (Lt.) PLACE ASPHALT CONCRETE (Miscellaneous Areas) Sta. 8+27 to Sta. 9 + 10 (Rt.) = 4' Location Quantity PLACE ASPHALT CONCRETE (Miscellaneous Areas) Sta. 0+19 to Sta. 2+49 (Lt.) 28.0 S.Y. MINOR CONCRETE Sto. 0+19 to Sto. 0+36 (Rt.) 2.8 S.Y. (Sidewalk) Sta. 0+85 to Sta. 1+26 (Rt.) 4.6 S.Y. Sta. 1+78 to Sta. 1+96 (Rt.) 2.0 S.Y. Location Quantity Sta. 2+19 to Sto. 2+71 (Rt.) 5.8 S.Y. Sto. 2+86 to Sto. 3+19 (Rt.) 3.7 S.Y. Sta. 11+19 to Sto. 11+32 (Lt.) 13 L.F. Sta. 3+43 to Sta. 3+86 (Rt.) 4.8 S.Y. Sta. 3+65 to Sto. 4+64 (Lt.) 11.0 S.Y. GENERAL NOTES. Sta. 4+33 to Sta. 4+99 (Rt.) 7.3 S.Y. Sta. 4+77 to Sta. 5+02 (Lt.) 2.8 S.Y. Sto. 5+09 to Sto. 5+69 (Lt.) 6.7 S.Y. and c side Storm Drain Inlets will be protected from liquid runoff sediments 7. Pavement reinforcing fabric shall be placed on the existing roadway. Sto. 5+47 to Sta. 5+68 (Rt.) 2.3 S.Y. and chemical pollutant in o manner consistent with the requirements of the STORM DRAIN INLET PROTECTION UNIT 2. Except for Sta. 0+19 to Sta. 2+49 (left) of CL and Sto. 3+65 to Sta. 4+64 (left) of CL, National Pollution Discharge Elimination System (NPDES) General Construction Permit. 8. The cost for Relocating sprinklers and maintaining existing lawn ore included in Sta. 6+07 to Sto. 6+26 (Lt.) 2.6 S.Y. "Minor Concrete" Curb, Gutter and Sidewalk item of work. Sta. 6+17 to Sta. 6+34 (Rt.) 1.9 S.Y. Location Quantity all new Curb, Gutter and Sidewalk will conform to the existing flowline elevation, with 9. All Minor Concrete Work (including Handicap Romps, Curb Gutter and Sidewalk) Sto. 6+98 to Sta. 7+27 (Lt.) 3.2 S.Y. straight grade between conforms, that is to be removed, will be saw cut to the limits shown on the plans. The cost Sto. 7+12 to Sto. 7+36 (Rt.) 2.7 S.Y. Sto. 0+47 (Rt.) 1 Each for the saw cutting is to be included in "Minor Concrete" (Curb, Gutter and sidewalk) Sta. 7+17 to Sta. 7+26 (Rt.) 1.0 S.Y. 3. Existing drainage facilities, fences, water volves, frames and covers, sprinkler Item of work. Sta. 7+81 to Sto. 8+10 (Lt.) 3 2 S Y Sto. 0+48 (Lt.) 1 Each heads, trees, shrubs, curb gutter and sidewalk shall remain unless otherwise noted on the plans. 10. The cost for removal, salvage and reinstallation of the existing 18" Diameter Sta. 8+18 to Sta. 9+13 (Rt.) 11.6 S.Y. Sta. 2+70 (Lt.) 1 Each Storm Drain frames and grates are to be includes in the cost of the Minor Concrete Sto. 8+27 to Sta. 9+09 (Rt.) 36.4 S.Y. Sta. 2+77 (Rt.) 1 Each 4. At locations where existing and new curb gutter and sidewalk join, a 3' (Curb, Gutter and sidewalk) item of work. transition shall be constructed. Sta. 5+66 Lt. Sto. 8+50 to Sto. 8+67 (Lt.) 2.7 S.Y. ( ) 1 Each Sta. 5+70 Rt. Sto. 8+99 to Sta. 9+19 (Lt.) 2,7 S.Y. 1 Each F 5. All port circle culverts shall be removed. Sta. 9+61 to Sto. 9+94 (Lt.) 3.7 S.Y. Sto. 6+02 (Lt.) 1 Each MLLJ 6. Asphalt Concrete (Miscellaneous Areas) Sta. 10+23 to Sta. 11+19 (Lt.) 10.7 S.Y. Sta. 6+04 (Rt.) 1 Each shall be placed in two lifts. Sta. 10+23 to Sto. 11+32 (Lt.) 12.1 S Y Sta. 8+25 (Rt.) 1 Each Sta. 11+32 to Sta. 11+47 (Lt.) 1.9 S.Y. Sto. 8+69 (Lt.) 1 Each Sto. 11+34 to Sto. 11+47 (Rt.) 1.9 S.Y. Sta. 8+84 (Rt.) 1 Each z Ln g Total 180.1 S.Y. Total 11 Each > w DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL ��• 21o3 J�ix.! TKuno zo3 /,3 2 z COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION, GENERAL NOTES DELAWARE AVENUE IMPROVEMENTS N0. SHEETS 2 ��3 ✓' A� ��°3 � "� �8� & SUMMERY OF QUANTITIES (Michigan Avenue to Alpine Avenue) 2 5 A AD FILE NAME DRAWER SHEET N0.