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<br />CONSTRUCTION DRAWINGS
<br />FOR
<br />
<br />3803
<br />
<br />.
<br />
<br />WIELDONA FLOOD CONTROL PROJECT
<br />
<br />PROPOSED MINOR CONTOUR
<br />
<br />PROPOSED MAJOR CONTOUR
<br />
<br />EXISTING MINOR CONTOUR
<br />
<br />EXISTING MAJOR CONTOUR
<br />
<br />DAYLIGHT LINE
<br />
<br />TOP OF BENCH
<br />
<br />c 0
<br />
<br />EXISTING GAS LINE
<br />
<br />EXISTING WATER MAIN
<br />
<br />EXISTING TELEPHONE LINE
<br />
<br />EXISTING FIBER OPTIC CONDUIT
<br />
<br />BOX CULVERT NOTES
<br />
<br />1.
<br />
<br />ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE COLORADO
<br />DEPARTMENT OF TRANSPORTATION (COOT). CDOT RESERVES THE RIGHT TO ACCEPT OR REJECT
<br />AtN SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND
<br />SPECIFICATIONS.
<br />THE CONTRACTOR SHALL NOTIFY CDOT A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS
<br />PRIOR TO STARTING CONSTRUCTION WITHIN STATE HIGHWAY 144 RIGHT OF WAY. PHONE
<br />(970) 350-2280.
<br />EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE DRAWINGS OR SPECIFICATIONS, THE
<br />COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS LATEST EDITION. SHALL APPLY.
<br />
<br />THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF PLANS AND ONE (1) SIGNED COPY
<br />OF THE PROJECT MANUAL AT THE JOB SITE AT ALL TIMES.
<br />
<br />THE CENTER FIVE (5) CELLS OF THE SEVEN (7) CELL BOX CULVERT UNDER STATE HIGHWAY 144
<br />SHALL BE BUILT IN CONFORMANCE WITH THE DESIGN OF THE CENTER CELL OF THE CDOT
<br />STANDARD TRIPLE CONCRETE BOX CULVERT AS SHOWN ON STANDARD PLAN M-601-3.
<br />
<br />THE CDOT STANDARD PRECAST CONCRETE BOX CULVERT (STANDARD PLAN NO. M-603-3) MAY
<br />BE SUBSTITUTED FOR THE CAST IN PLACE BOX CULVERT.
<br />
<br />CDOT STANDARD GUARDRAIL TYPE 3. W-BEAM. SHALL BE INSTALLED PER STANDARD PLAN NO.
<br />M-606-1. THE GUARDRAIL SHALL BE MOUNTED ON THE BOX CULVERT HEADWALL AS WELL AS
<br />STANDARD GROUND MOUNT WITH LENGTHS f.S REQUIRED BY CDOT.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />6.
<br />
<br />7.
<br />
<br />MORGAN COUNTY AND
<br />COMMUNITY OF WELDONA
<br />
<br />GENERAL NOTES
<br />
<br />
<br />1. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE MORGAN COUNTY
<br />DEPARTMENT OF PUBLIC WORKS. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY
<br />SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND
<br />SPECIFICATIONS.
<br />THE CONTRACTOR SHALL NOTIFY MORGAN COUNTY A MINIMUM OF 48 HOURS AND A MAXIMUM OF
<br />96 HOURS PRIOR TO STARTING CONSTRUCTION. PHONE (970)867-9446.
<br />LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL
<br />CONSTRUCTION. FOR INFORMATION CONTACT: UTILITY NOT1FICATION CENTER OF COLORADO AT
<br />1-800-922-1982.
<br />EXCEPT WHERE OTHERWISE PROVIDED FOR IN THESE DRAWINGS OR SPECIFICATIONS, THE
<br />COLORADO DEPARTMENT OF HIGHWAYS STANDARD SPECIFICATIONS LATEST EDITION, SHALL APPLY.
<br />THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF PLANS AND ONE (1) SIGNED COPY
<br />OF THE PROJECT MANUAL AT THE JOB SITE AT ALL TIMES.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PROPERTY OUTSIDE THE
<br />PROJECT LIMITS WHETHER PRIVATE OR PUBLIC. ANY SAID DAMAGE SHALL BE REPAIRED AT NO
<br />EXPENSE TO THE OWNER OF THE DAMAGED PROPERTY OR TO MORGAN COUNTY.
<br />
<br />2.
<br />
<br />3.
<br />
<br />LOR A
<br />
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<br />4.
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<br />5.
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<br />6.
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<br />10.
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<br />
<br />BASEMAPPING FROM TOPOGRAPHIC SURVEY, PROVIDED BY HIGH COUNTY LAND SURVEYING. SITE
<br />SURVEY COMPLETED FEBRUARY, 1999.
<br />THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF
<br />UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.
<br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND
<br />LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAYBE NECESSARY TO AVOID DAMAGE
<br />THERETO. THE CONTRACTOR SHALL NOTIFY THE UTILITIES COMPANIES IN ADVANCE OF HIS
<br />CONSTRUCTION OPERATION TO ENABLE THEM TO FIELD LOCATE THEIR UTILITIES.
<br />CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR A DESCRIPTION OF THE
<br />MATERIALS REFERRED TO BY CLASS, TYPE. DESCRIPTION, OR OTHERWISE SPECIFIED ON THE
<br />DRAWINGS.
<br />CONTRACTOR SHAlL BE RESPONSIBLE FOR RESTORING ALL SURFACES AND RELATED STRUCTURES
<br />SUCH AS DRIVEWAYS. CURBS, GUTTERS. WALKS. AND BITUMINOUS PAVEMENTS TO ORIGINAL
<br />CONDITIONS (OR BmER) AND GRADES UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS. THE
<br />COUNTY AND THE CONTRACTOR SHALL TOGETHER COORDINATE THE DOCUMENTATION OF EXISTING
<br />GRADES AND OTHER INFORMATION PRIOR TO ALL CONSTRUCTION ACTIVITIES.
<br />ALL EMBANKMENT FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR
<br />(f.STM D698) MAXIMUM DRY DENSITY WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT.
<br />PRIOR TO PLACING EMBANKMENT FILL. ALL TOPSOIL SHALL BE REMOVED AND THE GROUND
<br />SURFACE SCARIFIED AND COMPACTED AS SPECIFIED ABOVE TO A MINIMUM DEPTH OF 24 INCHES.
<br />13. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE DISTURBANCE OF THE EXISTING
<br />RAILROAD EMBANKMENT ON THE SOUTH SIDE OF HIGHWAY 144.
<br />
<br />8.
<br />
<br />I
<br />I I FORT MORGANI
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<br />11.
<br />
<br />58
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<br />
<br />12.
<br />
<br />VICINITY MAP
<br />N.T.S.
<br />
<br />14. CONTRACTOR SHALL STOP WORK IMMEDIATELY UPON DISCOVERY OF ANY HISTORICAL ARTIFACT.
<br />CONTRACTOR SHALL NOTIFY MORGAN COUNTY AT (970)867-9446 OF THE DISCOVERY AND SHALL
<br />NOT CONTINUE WORK IN THE ARTIFACT AREA UNTIL DIRECTED TO DO SO BY MORGAN COUNTY. IT
<br />IS THE RESPONSIBILITY OF MORGAN COUNTY TO CONTACT THE COLORADO HISTORICAL SOCIETY OR
<br />OTHER APPROPRIATE AGENCY,
<br />
<br />DRAWING INDEX
<br />
<br />DESCRIPTION
<br />TITLE SHEET
<br />PROJECT LAYOUT SHEET
<br />CHANNEL PLAN STA. 31+00 TO 46+50
<br />CHANNEL PLAN STA. 46+50 TO 57+00
<br />CHANNEL PLAN STA. 57+00 TO 73+00
<br />CHANNEL PLAN STA. 73+00 TO 77+00
<br />COUNTY ROAD 9.5 REALIGNMENT
<br />BOX CULVERT PLAN AND PROFILE
<br />BOX CULVERT DETAILS
<br />BOX CULVERT DETAILS
<br />BOX CULVERT AND FLUME DETAILS
<br />
<br />APPROVALS
<br />APPROVED FOR CONSTRUCTION BY MORGAN COUNTY.
<br />
<br />SHEET NO.
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />
<br />COLORADO WATER CONSERVA nON BOARD
<br />
<br />APPROVED,
<br />
<br />DATE:
<br />
<br />COLORADO DEPARTMENT OF TRANSPORTATION
<br />
<br />APPROVED:
<br />
<br />ENGINEERS STATEMENT:
<br />
<br />DATE:
<br />
<br />THESE CONSTRUCTION PLANS FOR THE WELDONA FLOOD
<br />CONTROL PROJECT WERE PREPARED BY ME (OR UNDER MY
<br />DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS
<br />OF MORGAN COUNTY AND THE STATE OF COLORADO
<br />DEPARTMENT OF TRANSPORTATION
<br />
<br />MORGAN COUNTY BOARD OF COUNTY COMMISSIONERS
<br />
<br />APPROVED:
<br />
<br />BASIS OF BEARINGS
<br />
<br />SIGNATURE AND SEAL ON FILE WITH MORGAN COUNTY
<br />
<br />DAVID A. BERWANGER, P.E.
<br />COLORADO NO. 29278
<br />WRC ENGINEERING. INC.
<br />
<br />MORGAN COUNTY APPROVAL BLOCK
<br />
<br />DATE:
<br />
<br />THE EAST LINE OF THE SOUTHWEST 1/4 OF SECTION
<br />34. T55. R59W OF THE 6th P.M.. BEING ASSUMED TO
<br />BEAR N 00' 00' 00" E.
<br />
<br />PREPARED BY:
<br />
<br />W~C ~NGIN~~~ING. INC.
<br />
<br />950 SOUTH CHERRY STREET, SUITE 404
<br />DENVER. COLORADO 80246 (303)757-8513
<br />No. Revision
<br />
<br />Date
<br />
<br />By
<br />
<br />BENCHMARK
<br />
<br />A BENCHMARK DISC SET IN A ROUND CONCRETE MONUMENT
<br />STAMPED R 17 LOCATED NEAR THE INTERSECTION OF COUNTY
<br />ROAD 9 AND STATE HIGHWAY 144. 36.7 FT. SOUTHWEST OF
<br />STATE HIGHWAY 144 CENTERLINE. ELEVATION = 4350.05 FT.
<br />
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<br />
<br />ORIGINAL ISSUE DATE JUNE 18, 1999
<br />
<br />CALL UTIl11Y NOTIFICATION
<br />CENTER OF COLORADO
<br />1-800-922-1987
<br />
<br />PROJECT NO.
<br />2032
<br />DRAWING NO.
<br />1 OF 11
<br />
<br />.r&I. 2-BUSlNESS DAYS IN NHNfCE
<br />BEFORE YOU DIG. GRADE, OR EXCAVATE
<br />FOR THE MARKING OF UNDERGROUND
<br />MEMBER UTILITIES.
<br />
<br />Design DAB Drawn JLH Checked DAB
<br />
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