Sheet List Table GREELEY CANAL #2 WCR 21 PROJECT AREA N SH-392 ADVERTISEMENT SET DECEMBER 2013
LINE DESCRIPTION PROPOSED LINE POWER / COMMUNICATIONS EXISTING LINE LINE DESCRIPTION PROPOSED LINE BOUNDARY EXISTING LINE SYMBOL DESCRIPTION SURVEY EXISTING SYMBOL PROPOSED SYMBOL SYMBOL DESCRIPTION ELECTRIC EXISTING SYMBOL PROPOSED SYMBOL NATURAL GAS VALVES STORM DRAIN SITE SITE WATER IRRIGATION ROADWAY COMMUNICATION GAS DOMESTIC WATER X DT-90X DETAIL CALLOUT ABBREVIATIONS
TYPICAL SECTION NOTES STA. 12+25.00 TO STA. 12+30.00 STA. 15+20.00 TO STA. 15+25.00 PAVEMENT - SECTION A STA. 12+30.00 TO STA. 13+00.00 STA. 14+50.00 TO STA. 15+20.00 STA. 13+00.00 TO STA. 13+39.79 (±) STA. 14+12.07 (±) TO STA. 14+50.00 PAVEMENT - SECTION B PAVEMENT SECTION C- DITCH RIDER ROAD PULLOUTS STA. 13+53.07 (±) TO STA. 13+98.79 (±) (SEE NOTE 2)
GENERAL NOTES EARTHWORK NOTES ENVIRONMENTAL NOTES EROSION CONTROL NOTES SEEDING AND MULCHING NOTES SIGNING, STRIPING, TRAFFIC CONTROL NOTES STRUCTURAL NOTES DRAINAGE / STORM SEWER NOTES CONSTRUCTION NOTES PAVEMENT NOTES
ITEM NO. SECTION NUMBER SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM UNIT PLAN AS CONST. 1 201 Clearing & Grubbing LS 1 2 202 Removal of Bridge LS 1 3 202 Removal of Structure (Irrigation Structures) EACH 1 4 202 Removal of Fence LF 135 5 202 Removal of Pipe LF 136 6 202 Removal of Asphalt Mat SY 714 7 202 Removal of Asphalt Mat (Planing) SY 27 8 203 Trapezoidal Ditch Grading LF 136 9 203 Drainage Swale Grading LF 171 10 203 Channel Grading (Greeley Canal #2) LS 1 11 203 Backhoe HR 4 12 203 Potholing HR 8 13 203 Embankment Material (complete in place) CY 168 14 206 Structure Excavation CY 2142 15 206 Structure Backfill (Class 1) CY 1497 16 206 Filter Material (Class A) CY 126 17 206 Shoring LS 1 18 207 Topsoil CY 232 19 207 Stockpile Topsoil CY 232 20 208 Erosion Log (12 Inch) LF 120 21 208 Silt Fence LF 709 22 208 Rock Check Dam EACH 1 23 208 Concrete Washout Structure EACH 1 24 208 Vehicle Tracking Pad EACH 2 25 208 Erosion Control Supervisor DAY 6 26 210 Re-Lay Pipe LF 10 27 212 Seeding ACRE 0 28 212 Mulching (Weed Free) (Hydraulic) ACRE 0 29 216 Soil Retention Blanket (Biodegradable Straw/Coconut) SY 750 30 304 Aggregate Base Course (Class 1) CY 132 31 304 Aggregate Base Course (Class 6) CY 223 32 403 Hot Bituminous Pavement (Grading S) (100) (PG 64-22) TON 387 33 502 Steel Piling (HP 10x57) LF 400 34 502 Pile Tips EACH 10 35 506 Riprap (12 Inch) CY 246 36 601 Irrigation Diversion Box EACH 1 37 601 Concrete Class D (Wingwalls) CY 109 38 601 Concrete Class D (Grade Beam) CY 52 39 601 Concrete Class D (Parapet Walls with Rebar, Rails, & Urns) LS 1 40 601 Masonry Stone Veneer (Parapet Walls) LS 1 41 602 Reinforcing Steel (Wingwalls & Grade Beam) LB 32866 42 603 33' x 9' Box Culvert (3-sided) (Precast) LF 56 43 603 15" SDR-35 Pipe LF 112 44 603 18 Inch Steel Pipe (9/16" Thick) LF 40 45 603 24 Inch Plastic Pipe LF 169 ITEM NO. SECTION NUMBER SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM UNIT PLAN AS CONST. 46 605 Geocomposite Drain SY 73 47 606 Guardrail Type 3 (6-3 Post Spacing) LF 225 48 606 End Anchorage (Flared) EACH 1 49 606 End Anchorage (Non-flared) EACH 1 50 606 Transition Type 3J EACH 2 51 606 End Anchorage Type 3K EACH 2 52 607 Fence Barbed Wire With Metal Posts LF 157 53 609 Curb and Gutter Type 2 (Section II-B) LF 118 54 609 Concrete "U" Channel LF 12 55 613 3" Conduit (PVC Schedule 40) LF 407 56 613 Pull Box (24"x36"x24") EACH 4 57 615 Water Measurement Structure EACH 1 58 620 Sanitary Facility EACH 1 59 625 Construction Survey LS 1 60 626 Mobilization LS 1 61 627 Pavement Markings LS 1 62 630 Traffic Control LS 1 63 630 Flagging HOUR 40 64 700 F/A Minor Contract Revisions FA 1 65 700 F/A Erosion Control FA 1
STATION/LOCATION (SEE DIAGRAMS BELOW) UNCLASSIFIED EXCAVATION (CY) TABULATION OF EARTHWORK QUANTITIES (FOR INFORMATION ONLY) EMBANKMENT MATERIAL (CY) STRUCTURAL EXCAVATION (CY) * AGGREGATE BASE COURSE (CLASS 1) (CY) AGGREGATE BASE COURSE (CLASS 6) (CY) FILTER MATERIAL (CLASS A) (CY) STRUCTURAL BACKFILL (CY) LIMITS OF PAYMENT Roadway Base 223.0 SW Corner of Project 16.4 28.0 SE Corner of Project 6.8 42.0 NW Corner of Project 61.1 20.7 32.0 NE Corner of Project 106.5 98.7 24.0 South of Channel CL 13.0 16.0 1056.5 72.7 748.5 North of Channel CL 13.0 16.0 1085.6 59.5 748.2 TOTAL: 200 168 2142 132 223 126 1497 * STRUCTURAL EARTHWORK LIMITS (SEE TABLE ABOVE) CAST-IN-PLACE CONCRETE WING WALL AND GRADE BEAM STRUCTURAL EXCAVATION BACKFILL LIMITS EARTHWORK NOTES NON-STRUCTURAL EARTHWORK LIMITS (SEE TABLE ABOVE)
STATION/LOCATION WCR 21 REMOVAL OF ASPHALT MAT (SY) REMOVALS, ADJUSTMENTS, AND RESET ITEMS ROTOMILL ASPHALT 2" (SY) STA. 12+25 TO STA. 12+30 14 STA. 15+20 TO STA. 15+25 14 STA. 12+30 TO STA. 13+58.60 361 STA. 13+93.25 TO STA. 15+20 353 STA. 13+58.60 TO STA. 13+93.25 STA. 14+15.58, 32.72'LT TO STA. 15+49.97, 25.82'LT STA. 13+87.50, 21.89'RT TO STA. 14+13.14, 22.06'RT STA. 13+74.69, 61.03'RT TO STA. 13+84.45, 61.43'RT STA. 13+04.97, 32.64'RT TO STA. 14+15.11, 32.86'RT REMOVAL OF BRIDGE (LF) REMOVAL OF FENCE (LF) REMOVAL OF IRRIGATION STRUCTURE (EACH) STA. 14+13.14, 22.06'RT 1 35 135 REMOVAL OF 32" CMP (LF) RE-LAY 12" PVC PIPE (LF) REMOVAL OF 15" CMP (LF) STA. 13+23.74, 28.83'RT 1 RESET GAS METER (EACH) STA. 14+11.11, 26.60'RT 1 26 10 110 RESET FLOW MONITORING DEVICE (EACH) STA/LOCATION STA: 13+18.60, 39.37' RT TO STA: 13+21.84, 27.30' RT STA: 13+21.84, 27.30' RT TO STA: 13+36.31, 20.18' RT STA: 13+36.31, 20.18' RT TO STA: 14+48.81, 20.32' RT STA: 14+48.81, 20.32' RT TO STA: 14+98.80, 21.39' RT STA: 13+45.08, 40.83' LT TO STA: 13+45.05, 28.33' LT STA: 13+45.05, 28.33' LT TO STA: 13+59.42, 20.23' LT STA: 13+59.42, 20.23' LT TO STA: 14+71.92, 22.63' LT STA: 14+71.92, 22.63' LT TO STA: 15+09.52, 27.76' LT GUARDRAIL & TRANSITIONS GUARDRAIL TYPE 3 (6-3 POST SPACING) (LF) 112.5 112.5 TRANSITION TYPE 3J (EACH) 1 1 END ANCHORAGE TYPE 3K (EACH) 1 1 END ANCHORAGE (NON-FLARED) (EACH) 1 END ANCHORAGE (FLARED) (EACH) TOTALS: 225 2 2 1 1 1 TOTALS 714 27 35 135 1 26 10 110 1 1 FOR INFORMATION ONLY SURFACE ITEMS HOT BITUMINOUS PAVEMENT (HBP) TABULATION OF DETOUR WORK ZONE TRAFFIC CONTROL DEVICES SIGN CODE LEGEND SIGN PANEL SIZE PANEL SIZE A PANEL SIZE B R11-3 ROAD CLOSED LOCAL TRAFFIC ONLY 60"x30" 2 2 TOTAL STATION/LOCATION AREA (SF) 3" GRADING S (PG 64-22) DITCH RIDER ROAD ACCESS (3" GRADING S) (TON) ASPHALT SIDEWALK (2" GRADING S) CURB & GUTTER TYPE 2 (SECTION II-B) (LF) R11-2 ROAD CLOSED 48"x30" 2 2 M4-9L DETOUR 30"x24" 4 4 SPECIALTY SIGN WCR 21 NORTH CLOSED USE US-257 3 3 WCR 21 STA: 12+25.00 TO STA: 12+30.00 124 1.5 STA: 12+30.00 TO STA: 15+20.00 9010 333.4 STA: 15+20.00 TO STA: 15+25.00 122 1.5 ITEM # PAY ITEMS UNIT PLAN TOTAL 630 TRAFFIC CONTROL LS 1 1 630 FLAGGING HOUR 40 40 STA: 13+34.79 TO STA: 14+03.79, RT 344 4.2 STA: 13+48.07 TO STA: 14+17.07, LT 344 4.2 STA: 13+02.41 TO STA: 13+31.15, RT 167 3.1 STA: 13+16.55 TO STA: 13+48.07, LT 223 4.1 STA: 13+39.79 TO STA: 13+98.79, RT 59.0 STA: 13+53.07 TO STA: 14+12.07, LT 59.0 SUBTOTALS 10334 336 7 8 118 10% ADDITIONAL (FOR ASPHALT ONLY) 34 1 1 TOTAL 370 8 9 118
0 20 40 SCALE IN FEET DEMO LEGEND DEMOLITION NOTES:
N 0 40 80 SCALE IN FEET
GUARDRAIL LEGEND 0 10 20 SCALE IN FEET
0 20 40 SCALE IN FEET
0 10 20 SCALE IN FEET
0 10 20 SCALE IN FEET
GENERAL NOTES BRIDGE DESCRIPTION ¾ Sheet Number INDEX OF DRAWINGS Sheet Title X DT-90X DETAIL CALLOUT WCR 21 - STRUCTURE QUANTITIES ITEM NO. DESCRIPTION UNIT QUANTITY
NOTES B S-502 PROFILE GRADE SEE NOTE 1 A S-502 PLAN 0 5 10 SCALE IN FEET A SECTION PERPENDICULAR TO CANAL CL B SECTION PERPENDICULAR TO CL ROAD C GRADE BEAM DETAILS
C S-507 0 4 8 SCALE IN FEET D S-507 CONSTRUCTION LAYOUT PLAN
A S-508 D S-507 GRADE BEAM 0 4 8 SCALE IN FEET METAL REINFORCEMENT PILE SCHEDULE LOCATION NO. ESTIMATED PILE CUT-OFF ELEVATION ESTIMATED PILE TIP MINIMUM PILE TIP ESTIMATED PILE LENGTH FOUNDATION PLAN A S-507
THIS IS A TOWN OF WINDSOR SHEET AND HAS BEEN SCALED TO FIT 11"x17". THE DIMENSIONS HAVE BEEN ADJUSTED TO FIT THE WCR-21 PROJECT. DETAILS ARE NOT TO SCALE. COORDINATE WITH OWNER FOR FULL-SIZED, TO-SCALE PLOTS. S-505
THIS IS A TOWN OF WINDSOR SHEET AND HAS BEEN SCALED TO FIT 11"x17". THE DIMENSIONS HAVE BEEN ADJUSTED TO FIT THE WCR-21 PROJECT. DETAILS ARE NOT TO SCALE. COORDINATE WITH OWNER FOR FULL-SIZED, TO-SCALE PLOTS. S-506
METAL REINFORCEMENT B CORNER REINF. DETAIL D CONNECTION DETAIL PLAN A WINGWALL DETAIL SCALE: 3/8" = 1'-0" C WINGWALL BLOCKOUT FOR "U" CHANNEL
FENCE NOTES A PLAN SCALE: 3/4" = 1'-0" A DRILLED CONCRETE POST BASE DETAIL METAL REINFORCEMENT ELEVATION SCALE: 3/4" = 1'-0" A DETAIL A DETAIL B DETAIL C DETAIL D
CONTROL JOINT DETAIL PLAN VIEW METAL REINFORCEMENT PARAPET WALL SECTION SECONDARY COLUMN SECTION SCALE: PARAPET WALL & COLUMN SECTION/ELEVATION N.T.S.
THE GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL WORK SHALL BE AS FOLLOWS: ⅔ THE GENERAL MAINTENANCE REQUIREMENTS FOR BMP'S SHALL BE AS FOLLOWS: 0 20 40 SCALE IN FEET
Pay Item Description Pay Unit *Quantity 203 Backhoe Hour 4 206 Filter Material (Class A) CY 126 207 Topsoil CY 232 207 Stockpile Topsoil CY 232 208 Erosion Log (12 Inch) LF 120 208 Silt Fence LF 709 208 Rock Check Dam Each 1 208 Concrete Washout Structure Each 1 208 Vehicle Tracking Pad Each 2 208 Erosion Control Supervisor Day 6 212 Seeding (Native) Acre 0.28 213 Mulching (Weed Free) (Hydraulic) Acre 0.28 216 Soil Retention Blanket (Biodegradable Straw/Coconut) SY 750 506 Riprap CY 246 603 24 Inch Plastic Pipe LF 169 700 Erosion Control FA 0.60 COMMON NAME BOTANICAL NAME LBS. PLS PER ACRE
LEGEND: 0 20 40 SCALE IN FEET A EARTHEN DAM
WCR 70 WCR 70 LEGEND US 257 WCR 23 WCR 21 SH 392 SH 392 N FOR INFORMATION ONLY 0 400 800 SCALE IN FEET
B DIVERSION BOX - SECTION VIEW B DT-901 C DT-901 A DIVERSION BOX E DT-901 C DIVERSION BOX - SECTION D GATE CONNECTION E "U" CHANNEL UPSTREAM OF MEASUREMENT DEVICE F TYPICAL PIPE BEDDING G "U" CHANNEL DOWNSTREAM OF MEASUREMENT DEVICE
G DT-901 E DT-901 B MEASUREMENT STRUCTURE AND CHANNEL A WATER MEASUREMENT STRUCTURES C RIPRAP CHANNEL BANK PROTECTION DETAILS
A STEEL CASING THROUGH WALL