n. ash street sewer/irrigation improvements project
TRANSCRIPT
N. Ash Street Sewer/Irrigation Improvements Project
SHEET INDEXC1 - Survey ControlSA1 - Sanitary Sewer Plan & Profile STA 0+00 to STA 3+50SA2 - Sanitary Sewer Plan & Profile STA 3+50 to EndP1 - Paving/Concrete ReplacementIR1 - New Irrigation Main Connection/Termination PlansPD1 - Project Details - Underground/Trench DetailsPD2 - Project Details - Paving/Concrete Details
Bid Set - 12/28/2021
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0' 800' 1600'
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GRAND AVE.
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McCUNE AVE.
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ASPEN AVE.
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HWY, 6
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I-70
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MAPLE ST.
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PROJECT LOCATION
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OTTLEY AVE.
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MESA ST.
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PINE ST.
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PABOR AVE.
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COULSON ST.
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HWY. 340
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ASH ST.
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COLUMBINE AVE.
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1 800 922 1987
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CALL UTILITY NOTIFICATION
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CENTER OF COLORADO
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CALL 2 BUSINESS DAYS IN ADVANCE
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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FOR THE MARKING OF UNDERGROUND
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MEMBER UTILITIES.
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811
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OR
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C1Ash St. Survey ControlN. Ash St. Sewer/Irrigation
Improvements Project
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PABOR AVE.
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ASPEN AVE.
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McCUNE AVE.
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PINE ST./18 RD.
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MAPLE ST. (17 1/2 RD.)
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SYCAMORE ST.
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OTTLEY AVE.
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MESA ST.
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ASH ST.
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300'
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600'
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DRAWN BY:
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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BAR IS 1-INCH ON ORIGINAL DRAWING.
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SHEET:
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MCLCS ZONE "GVA" TRANSVERSE MERCATOR PROJECTION POINT OF ORIGIN (SN01) AND CENTRAL MERIDIAN LATITUDE:34°06'22.72756"NLONGITUDE:108°32'01.43463"WNORTHING:50,000FT EASTING:100,000FT SCALE FACTOR:1.000218181798 PROJECT/SCALE FACTOR HEIGHT:4644FT (NAVD88) NOTE: BENCHMARK ELEVATION DETERMINED BY LOCAL GPS OBSERVATION
ASH ST.
PABOR AVE.
SA1Sewer/Irrigation Plan & ProfileSTA 0+00 to STA 3+50
N. Ash St. Sewer/IrrigationImprovements Project
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DRAWN BY:
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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BAR IS 1-INCH ON ORIGINAL DRAWING.
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SHEET:
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1"=30'
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NOTES 1. ALL SEWER SERVICE CONNECTION LOCATIONS SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING SERVICE LINES AND ALL SEWER SERVICE CONNECTION LOCATIONS SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING SERVICE LINES AND ENSURING ALL RESIDENCES ARE RECONNECTED TO THE NEW MAIN. NEW SEWER SERVICES ARE TO BE INSTALLED TO APPROX. 1' BEHIND SIDEWALK OR CURB AND GUTTER. TIE NEW 4" SEWER SERVICES TO EXST. SERVICES WITH BANDED FLEXIBLE COUPLING. 2. SEE SHEET IR1 FOR IRRIGATION SYSTEM CONNECTION/TERMINATION DETAILS SEE SHEET IR1 FOR IRRIGATION SYSTEM CONNECTION/TERMINATION DETAILS 3. INSTALL NEW IRRIGATION SERVICES IN THE SAME TRENCH AS NEW SEWER SERVICES. COORDINATE LOCATIONS WITH CITY PROJECT MANAGER DURING CONSTRUCTION. INSTALL NEW IRRIGATION SERVICES IN THE SAME TRENCH AS NEW SEWER SERVICES. COORDINATE LOCATIONS WITH CITY PROJECT MANAGER DURING CONSTRUCTION. 4. LOCATES FOR THE EXISTING STORM DRAIN, WATER LINE, IRRIGATION LINE AND SEWER LINE ARE QUALITY LEVEL "A" AT THE CROSSING LOCATION OF THE NEW LOCATES FOR THE EXISTING STORM DRAIN, WATER LINE, IRRIGATION LINE AND SEWER LINE ARE QUALITY LEVEL "A" AT THE CROSSING LOCATION OF THE NEW SEWER. POTHOLES WERE COMPLETED BY CITY PERSONNEL IN THE FALL/WINTER OF 2020. ALL OTHER LOCATES SHOWN ARE QUALITY LEVEL "B" AND WERE LOCATED BY VARIOUS THIRD PART LOCATING COMPANIES AND FACILITY OWNERS. 5. REMOVE/DISPOSE OF CONCRETE CURB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. RECONSTRUCT REMOVE/DISPOSE OF CONCRETE CURB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. RECONSTRUCT URB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. RECONSTRUCT IN-KIND FOLLOWING PIPELINE INSTALLATION. APPX. CONCRETE REMOVAL/RESET QUANTITY 560 SF.
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ASH ST.
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SA2Sanitary Sewer Plan & ProfileSTA 3+50 to End
N. Ash St. Sewer/IrrigationImprovements Project
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DRAWN BY:
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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BAR IS 1-INCH ON ORIGINAL DRAWING.
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NOTES 1. ALL SEWER SERVICE CONNECTION LOCATIONS SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING SERVICE ALL SEWER SERVICE CONNECTION LOCATIONS SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING SERVICE LINES AND ENSURING ALL RESIDENCES ARE RECONNECTED TO THE NEW MAIN. NEW SEWER SERVICES ARE TO BE INSTALLED TO APPROX. 1' BEHIND SIDEWALK OR CURB AND GUTTER. TIE NEW 4" SEWER SERVICES TO EXST. SERVICES WITH BANDED FLEXIBLE COUPLING. 2. SEE SEE SHEET IR1 FOR IRRIGATION SYSTEM DETAILS. SEE SEE SHEET IR1 FOR IRRIGATION SYSTEM DETAILS. 3. INSTALL NEW IRRIGATION SERVICES IN THE SAME TRENCH AS NEW SEWER SERVICES. COORDINATE LOCATIONS WITH CITY PROJECT MANAGER INSTALL NEW IRRIGATION SERVICES IN THE SAME TRENCH AS NEW SEWER SERVICES. COORDINATE LOCATIONS WITH CITY PROJECT MANAGER DURING CONSTRUCTION. 4. ALL LOCATES SHOWN ARE QUALITY LEVEL "B" AND WERE LOCATED BY VARIOUS THIRD PARTY LOCATING COMPANIES AND FACILITY OWNERS. 5. REMOVE/DISPOSE OF CONCRETE CURB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. REMOVE/DISPOSE OF CONCRETE CURB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. URB, GUTTER, FILLET, CURB RAMP AND SIDEWALK AS NEEDED TO INSTALL NEW SEWER MAN AND SERVICES. RECONSTRUCT IN-KIND FOLLOWING PIPELINE INSTALLATION. APPX. CONCRETE REMOVAL/RESET QUANTITY 560 SF.
PABOR AVE.
ASH ST.
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MBIN
E AVE.
ASH ST.
P1Paving/Concrete ReplacementN. Ash St. Sewer/Irrigation
Improvements Project
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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BAR IS 1-INCH ON ORIGINAL DRAWING.
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NOTES 1. SET MANHOLE LID TO FINISHED GRADE (EXST. MANHOLES ONLY). SET MANHOLE LID TO FINISHED GRADE (EXST. MANHOLES ONLY). 2. SET NEW IRRIGATION VALVE BOXES TO FINISHED GRADE (EXST. VALVE BOXES ONLY) SET NEW IRRIGATION VALVE BOXES TO FINISHED GRADE (EXST. VALVE BOXES ONLY) 3. NEW RAMP AT PABOR AVE./ASH ST. IS TO MATCH EXISTING RAMP AS CLOSELY AS POSSIBLE NEW RAMP AT PABOR AVE./ASH ST. IS TO MATCH EXISTING RAMP AS CLOSELY AS POSSIBLE WHILE MAINTAINING NO MORE THAN 1"/1' SLOPE IN RAMP AREAS AND 2% OR LESS IN LANDING AREAS. INSTALL (2) 2'x2' TRUNCATED DOME MATS IN NEW RAMP. 4. ASPHALT EXTENTS SHOWN ON THIS SHEET ARE APPROXIMATE. MINIMIZE FULL REPLACEMENT ASPHALT EXTENTS SHOWN ON THIS SHEET ARE APPROXIMATE. MINIMIZE FULL REPLACEMENT SECTION TO THE EDGES OF NEW SEWER/IRRIGATION TRENCHES.
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STA 0+00 TO STA 3+00
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STA 3+00 TO END
PABOR AVE.
ASH
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IR1New Irrigation MainConnection/Termination Plans
N. Ash St. Sewer/IrrigationImprovements Project
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EXST. 8" PVC IRRIGATION LINE IN PABOR AVE.
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NEW GLUE-TYPE SDR-26 PVC 8"x4" TEE CONNECTION
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±4' OF NEW 8" PVC (MATCH EXST. TYPE)
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8" PVC REPAIR COUPLING
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NEW 4" SDR-26 PVC MAIN
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NEW CONNECTION TO EXISTING IRRIGATION SYSTEM IN PABOR AVE. N.T.S.
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FLOW DIRECTION
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DRAWN BY:
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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NOTES 1. ALL NEW IRRIGATION MAIN TO BE GASKETED 4" SDR-26 PVC. ALL NEW IRRIGATION MAIN FITTINGS SHALL BE GLUE-TYPE SDR-26 PVC. ALL NEW IRRIGATION MAIN TO BE GASKETED 4" SDR-26 PVC. ALL NEW IRRIGATION MAIN FITTINGS SHALL BE GLUE-TYPE SDR-26 PVC. 2. ALL BEND FITTINGS SHALL BE INSTALLED WITH A CONCRETE THRUST BLOCK. ALL BEND FITTINGS SHALL BE INSTALLED WITH A CONCRETE THRUST BLOCK. 3. GATE VALVES TO BE MATCO-NORCA 200MW SERIES 4" MECHANICAL JOINT CAST IRON-STAINLESS STEEL RESILIENT WEDGE GATE VALVES GATE VALVES TO BE MATCO-NORCA 200MW SERIES 4" MECHANICAL JOINT CAST IRON-STAINLESS STEEL RESILIENT WEDGE GATE VALVES OR EQUIVALENT. 4. SEE DETAIL SHEETS FOR MORE CONNECTION AND TERMINATION INFORMATION. SEE DETAIL SHEETS FOR MORE CONNECTION AND TERMINATION INFORMATION. 5. SEE "SA" SHEETS FOR IRRIGATION MAIN PLAN AND PROFILE.SEE "SA" SHEETS FOR IRRIGATION MAIN PLAN AND PROFILE.
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UPSTREAM TERMINATION PLAN
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DOWNSTREAM CONNECTION PLAN
PD1Underground/Trench DetailsN. Ash St. Sewer/Irrigation
Improvements Project
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NEW 4" SDR-26 PVC IRRIGATION MAIN NOTCH BOTTOM OF BARREL AS NEEDED TO FIT NEW IRRIGATION MAIN
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(2) 60"x8"x8" GRADE BEAMS SET ON 6" COMPACTED CLASS 6 A.B.C.
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NEW PAVEMENT
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AIR VALVE/CLEANOUT ASSEMBLY
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4" SDR-26 RISER PIPE
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4"x2" GLUE-TYPE REDUCER W/ MALE NIPPLE
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2" BRASS GATE VALVE/ 2" SCH40 RISER PIPE
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2" NETAFIM PRO AIR VENT OR EQUIVALENT
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(2) 4" 45° BENDS
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2'MINIMUM (DEPTH VARIES)
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UNION
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IRRIGATION SERVICE RISER DETAIL
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NOTES: 1. CITY VALVE AND RISER MUST BE ACCESSIBLE TO CITY VALVE AND RISER MUST BE ACCESSIBLE TO THE CITY OF FRUITA. WHERE LOT IS FENCED, VALVE AND SLEEVE MUST BE LOCATED OUTSIDE THE FENCE. 2. INSTALL ONE IRRIGATION SERVICE TO EACH RESIDENCE. INSTALL ONE IRRIGATION SERVICE TO EACH RESIDENCE. INSTALL SEWER AND IRRIGATION SERVICES IN THE SAME TRENCH.
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2" PVC GLUE-TYPE CAP
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2" SCH40 PVC FITTINGS AS NEEDED
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2" GATE VALVE (RESIDENT VALVE)
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CITY VALVE RISER 4" PVC RISER W/ SLIP-ON CAP SET BEHIND SIDEWALK.
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EXST./FINISHED GROUND
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2" SCH40 PVC 90° BEND
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CITY VALVE LAWN LIFE GLOBE VALVE GJ PIPE #23040 OR EQUAL BED VALVE IN PEA GRAVEL
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2" SCH40 PVC
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NEW 4" SDR-26 PVC MAIN TAP FITTINGS TO BE GLUE-TYPE SDR-26 PVC 6"x2" TEES
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%%uUPWARD BEND
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%%uDOWNWARD BEND
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UNDISTURBED SOIL
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BOND BREAKER
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%%uTEE
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%%U22 1/2%%D & 45%%D BENDS
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BEARING
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SURFACE
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UNDISTURBED SOIL
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BEARING
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SURFACE
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BOND BREAKER
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2 REQD
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ANCHOR BOLTS
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EPOXY COATED
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SOIL
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UNDISTURBED
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BOND BREAKER
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SURFACE
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BEARING
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BOND BREAKER
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EPOXY COATED
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ANCHOR BOLTS
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2 REQD
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BEARING
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SURFACE
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UNDISTURBED
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SOIL
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THRUST BLOCK DETAILS 1/2 CY CONCRETE PER THRUST BLOCK
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24"-WIDE, 2" DEEP MILL/OVERLAY (TRENCH T-LOCK)
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6"
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MATERIAL, TYPE "A"
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AASHTO
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T-99
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95%
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4" MIN.
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90%
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6" MIN.
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95% IMPROVED
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PER AASHTO T-99,
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±2%
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RESTORE SURFACE
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TO ORIGINAL GRADE
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PLACE 4" OF H.M.A.
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NATIVE EARTH WITH MAX. 4" ROCK OR
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C.D.O.T. CLASS 2 STRUCTURAL BACKFILL. COMPACT
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IN 12" MAXIMUM LIFTS. SLOPE OR SUPPORT
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TRENCH SIDES PER OSHA STANDARDS
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BEDDING & HAUNCHING
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12"-THICK CLASS 6 AGG. BASE COURSE
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COMPACTED TO 95% AASHTO T-180,
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PAVEMENT CUT LINE
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EXISTING PAVEMENT
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%%P2% OPTIMUM MOISTURE CONTENT
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6' MAX TRENCH
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90%
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GRANULAR STABILIZATION MATERIAL,
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TYPE "B" REQUIRED IN UNSTABLE TRENCH
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BOTTOM ONLY. THICKNESS TO BE
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DETERMINED BY THE ENGINEER
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USE CONSTRUCTION FABRIC WHERE
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DIRECTED BY THE ENGINEER
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MINIMUM COMPACTION REQUIREMENT
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OPTIMUM MOISTURE CONTENT
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NEW 4" SDR-26 PVC IRRIGATION LINE BEDDED IN PEA GRAVEL.
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SET TOP OF PIPE ±2.5' FROM FINISHED GROUND SURFACE.
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ENSURE NO BELLIES OR HIGH SPOTS IN PIPELINE.
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TYPICAL TRENCH SECTION
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NOTE: TRACER WIRE TO BE INSTALLED ON SEWER AND IRRIGATION LINES. SEE CITY OF FRUITA DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS MANUAL.
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1
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0
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BAR IS 1-INCH ON ORIGINAL DRAWING.
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SHEET:
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N.T.S.
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CD
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SA
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CD
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PD2Paving/Concrete DetailsN. Ash St. Sewer/Irrigation
Improvements Project
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2 EQUAL DEPTH LIFTS
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12" CL 6 ABC
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4" HMA (GR SX)(PG64-22)
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FULL-DEPTH PAVING SECTION
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GEOGRID (AS DIRECTED BY THE ENGINEER)
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UTILITY TRENCH PER TRENCH DETAIL
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2'-6"
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1 1/2"±
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(TYP)
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1/4"
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2'-6"
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6" AGGREGATE BASE COURSE
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8" CLASS D CONCRETE
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V-PAN CROSS SECTION
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1"
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4'-6" LOCAL RESIDENTIAL
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BITUMINOUS PAVEMENT1/4" TO
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1/2" ABOVE EDGE OF GUTTER
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PER DESIGN
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(3" MIN. BITUMINOUS PAVEMENT)
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PVM'T. SLOPE
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12"
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1'-5"
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6"
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6"
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1"/FT.
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1"R.
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MIN.
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1'-0"
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6"
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2'-0"
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6"
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2'-6"
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CONCRETE (CLASS B)
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5'-6" LOCAL COMMERCIAL,
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1/4"/FT.
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6"
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MIN.
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4" PORTLAND CEMENT
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COLLECTORS AND MINOR ARTERIALS
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4" AGGREGATE BASE
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(CLASS 6)
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BASE COURSE
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6" AGGREGATE
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COURSE (CLASS 6)
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PAVEMENT THICKNESS
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BASE COURSE (CLASS 6)
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6" MINIMUM AGGREGATE
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AS REQUIRED BY DESIGN
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AGGREGATE SUBBASE COURSE
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CURB, GUTTER & SIDEWALK SECTION
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DRAWN BY:
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ENGINEERING DEPT. 325 East Aspen Fruita, CO 81521 970-858-8377 WWW.FRUITA.ORG
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SURVEYED BY:
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12/28/20