ADVERTISEMENT SET DECEMBER 2013
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- Gladys Helen Hall
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1 Sheet List Table GREELEY CANAL #2 WCR 21 PROJECT AREA N SH-392 ADVERTISEMENT SET DECEMBER 2013
2 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
3
4
5 TYPICAL SECTION NOTES STA TO STA STA TO STA PAVEMENT - SECTION A STA TO STA STA TO STA STA TO STA (±) STA (±) TO STA PAVEMENT - SECTION B PAVEMENT SECTION C- DITCH RIDER ROAD PULLOUTS STA (±) TO STA (±) (SEE NOTE 2)
6 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
7 ITEM NO. SECTION NUMBER SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM UNIT PLAN AS CONST Clearing & Grubbing LS Removal of Bridge LS Removal of Structure (Irrigation Structures) EACH Removal of Fence LF Removal of Pipe LF Removal of Asphalt Mat SY Removal of Asphalt Mat (Planing) SY Trapezoidal Ditch Grading LF Drainage Swale Grading LF Channel Grading (Greeley Canal #2) LS Backhoe HR Potholing HR Embankment Material (complete in place) CY Structure Excavation CY Structure Backfill (Class 1) CY Filter Material (Class A) CY Shoring LS Topsoil CY Stockpile Topsoil CY Erosion Log (12 Inch) LF Silt Fence LF Rock Check Dam EACH Concrete Washout Structure EACH Vehicle Tracking Pad EACH Erosion Control Supervisor DAY Re-Lay Pipe LF Seeding ACRE Mulching (Weed Free) (Hydraulic) ACRE Soil Retention Blanket (Biodegradable Straw/Coconut) SY Aggregate Base Course (Class 1) CY Aggregate Base Course (Class 6) CY Hot Bituminous Pavement (Grading S) (100) (PG 64-22) TON Steel Piling (HP 10x57) LF Pile Tips EACH Riprap (12 Inch) CY Irrigation Diversion Box EACH Concrete Class D (Wingwalls) CY Concrete Class D (Grade Beam) CY Concrete Class D (Parapet Walls with Rebar, Rails, & Urns) LS Masonry Stone Veneer (Parapet Walls) LS Reinforcing Steel (Wingwalls & Grade Beam) LB ' x 9' Box Culvert (3-sided) (Precast) LF " SDR-35 Pipe LF Inch Steel Pipe (9/16" Thick) LF Inch Plastic Pipe LF 169 ITEM NO. SECTION NUMBER SUMMARY OF APPROXIMATE QUANTITIES CONTRACT ITEM UNIT PLAN AS CONST Geocomposite Drain SY Guardrail Type 3 (6-3 Post Spacing) LF End Anchorage (Flared) EACH End Anchorage (Non-flared) EACH Transition Type 3J EACH End Anchorage Type 3K EACH Fence Barbed Wire With Metal Posts LF Curb and Gutter Type 2 (Section II-B) LF Concrete "U" Channel LF " Conduit (PVC Schedule 40) LF Pull Box (24"x36"x24") EACH Water Measurement Structure EACH Sanitary Facility EACH Construction Survey LS Mobilization LS Pavement Markings LS Traffic Control LS Flagging HOUR F/A Minor Contract Revisions FA F/A Erosion Control FA 1
8 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 SW Corner of Project SE Corner of Project NW Corner of Project NE Corner of Project South of Channel CL North of Channel CL TOTAL: * 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)
9 STATION/LOCATION WCR 21 REMOVAL OF ASPHALT MAT (SY) REMOVALS, ADJUSTMENTS, AND RESET ITEMS ROTOMILL ASPHALT 2" (SY) STA TO STA STA TO STA STA TO STA STA TO STA STA TO STA STA , 32.72'LT TO STA , 25.82'LT STA , 21.89'RT TO STA , 22.06'RT STA , 61.03'RT TO STA , 61.43'RT STA , 32.64'RT TO STA , 32.86'RT REMOVAL OF BRIDGE (LF) REMOVAL OF FENCE (LF) REMOVAL OF IRRIGATION STRUCTURE (EACH) STA , 22.06'RT REMOVAL OF 32" CMP (LF) RE-LAY 12" PVC PIPE (LF) REMOVAL OF 15" CMP (LF) STA , 28.83'RT 1 RESET GAS METER (EACH) STA , 26.60'RT RESET FLOW MONITORING DEVICE (EACH) STA/LOCATION STA: , 39.37' RT TO STA: , 27.30' RT STA: , 27.30' RT TO STA: , 20.18' RT STA: , 20.18' RT TO STA: , 20.32' RT STA: , 20.32' RT TO STA: , 21.39' RT STA: , 40.83' LT TO STA: , 28.33' LT STA: , 28.33' LT TO STA: , 20.23' LT STA: , 20.23' LT TO STA: , 22.63' LT STA: , 22.63' LT TO STA: , 27.76' LT GUARDRAIL & TRANSITIONS GUARDRAIL TYPE 3 (6-3 POST SPACING) (LF) TRANSITION TYPE 3J (EACH) 1 1 END ANCHORAGE TYPE 3K (EACH) 1 1 END ANCHORAGE (NON-FLARED) (EACH) 1 END ANCHORAGE (FLARED) (EACH) TOTALS: TOTALS 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 WCR 21 STA: TO STA: STA: TO STA: STA: TO STA: ITEM # PAY ITEMS UNIT PLAN TOTAL 630 TRAFFIC CONTROL LS FLAGGING HOUR STA: TO STA: , RT STA: TO STA: , LT STA: TO STA: , RT STA: TO STA: , LT STA: TO STA: , RT 59.0 STA: TO STA: , LT 59.0 SUBTOTALS % ADDITIONAL (FOR ASPHALT ONLY) TOTAL
10 SCALE IN FEET DEMO LEGEND DEMOLITION NOTES:
11 N SCALE IN FEET
12 GUARDRAIL LEGEND SCALE IN FEET
13 SCALE IN FEET
14 SCALE IN FEET
15 SCALE IN FEET
16 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
17 NOTES B S-502 PROFILE GRADE SEE NOTE 1 A S-502 PLAN SCALE IN FEET A SECTION PERPENDICULAR TO CANAL CL B SECTION PERPENDICULAR TO CL ROAD C GRADE BEAM DETAILS
18 C S SCALE IN FEET D S-507 CONSTRUCTION LAYOUT PLAN
19 A S-508 D S-507 GRADE BEAM 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
20 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
21 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
22 METAL REINFORCEMENT B CORNER REINF. DETAIL D CONNECTION DETAIL PLAN A WINGWALL DETAIL SCALE: 3/8" = 1'-0" C WINGWALL BLOCKOUT FOR "U" CHANNEL
23 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
24 CONTROL JOINT DETAIL PLAN VIEW METAL REINFORCEMENT PARAPET WALL SECTION SECONDARY COLUMN SECTION SCALE: PARAPET WALL & COLUMN SECTION/ELEVATION N.T.S.
25 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: SCALE IN FEET
26 Pay Item Description Pay Unit *Quantity 203 Backhoe Hour Filter Material (Class A) CY Topsoil CY Stockpile Topsoil CY Erosion Log (12 Inch) LF Silt Fence LF Rock Check Dam Each Concrete Washout Structure Each Vehicle Tracking Pad Each Erosion Control Supervisor Day Seeding (Native) Acre Mulching (Weed Free) (Hydraulic) Acre Soil Retention Blanket (Biodegradable Straw/Coconut) SY Riprap CY Inch Plastic Pipe LF Erosion Control FA 0.60 COMMON NAME BOTANICAL NAME LBS. PLS PER ACRE
27 LEGEND: SCALE IN FEET A EARTHEN DAM
28 WCR 70 WCR 70 LEGEND US 257 WCR 23 WCR 21 SH 392 SH 392 N FOR INFORMATION ONLY SCALE IN FEET
29 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
30 G DT-901 E DT-901 B MEASUREMENT STRUCTURE AND CHANNEL A WATER MEASUREMENT STRUCTURES C RIPRAP CHANNEL BANK PROTECTION DETAILS
31 A STEEL CASING THROUGH WALL
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