SEDGWICK COUNTY, KANSAS GENERAL NOTES 2 GENERAL NOTES Project Survey Control & Datum Benchmark PROJECT BENCHMARKS is the Contractor's responsibility. call 1-800-344-7233. Verification of utilities For actual field locations of underground utilities, verified in the field at the time of construction. their lessors, are approximate and should be Underground locations shown, as furnished by Visual indications of utilities are as shown. Utility Notes: UTILITIES C A L L B E F O R E Y O U D I G U T I L I T I E S O N E C A L L S Y S T E M S 2 Horizontal - Kansas State Plane Coordinates - South Zone - (CAF: 0.999910401) Sta. 4730+66.85, 72.50' Lt. ELEV. = 1273.61 Large BM #103 - Cut "ç" N. Side North Leg Sta. 4749+39.54 R2, 2.53' Rt. ELEV. = 1284.45 Arkansas River BM #7-8 - KTA Brass Mon. West End Bridge Over REFER TO THE KTA. APPOINTED REPRESENTATIVE OF THE KTA ON THE SITE. THE TERM "OWNER" WHERE USED IN THE SPECIFICATIONS SHALL WHERE REFERENCED SHALL REFER TO THE KTA. THE TERM "ENGINEER" WHERE REFERENCED SHALL REFER TO THE EXCEPT WHERE SUPERCEDED BY THE PROJECT SPECIAL PROVISIONS IN THE BID PACKAGE, OR BY THE PLANS. KDOT ALL WORK SHALL BE DONE IN ACCORDANCE TO THE 2015 KDOT SPECIFICATIONS AND CURRENT KDOT SPECIAL PROVISIONS, IS INCLUDED IN THE COMMON EXCAVATION AND COMPACTION OF EARTHWORK QUANTITIES. REUSED AS THE TOP 6" OF FILL IN THE FINAL BUILD OUT. EXCAVATION REQUIRED FOR PLACING TOPSOIL EXISTING 6" OF TOPSOIL IN BOTH TEMPORARY AND PERMANENT LOCATIONS SHALL BE REMOVED, STOCKPILED AND PAVEMENT AND PROPOSED PAVEMENT ARE FROM EXISTING GROUND TO PROPOSED GRADES; AREAS MAY OVERLAP. THE FILL MAY BE REUSED IN PROPOSED EMBANKMENTS. EARTHWORK QUANTITIES SHOWN FOR TEMPORARY TEMPORARY PAVEMENT AND GRADING SHALL BE FULLY REMOVED AND REPLACED, EXCEPT IN LOCATIONS WHERE SLOPES. NO EXTRA PAYMENT WILL BE MADE FOR THIS WORK. THE CONTRACTOR SHALL ACCOUNT FOR GRADE ADJUSTMENTS OF INLETS TO FIT EXISTING GROUND THEMSELVES. TEMPORARY PAVEMENT REQUIRED FOR TEMPORARY BARRIER PLACEMENT SHALL BE SUBSIDIARY TO BARRIERS KTA MAINTENANCE YARD AT 9401 E. KELLOG AVE., WICHITA, KS. THE ITEMS THE CONTRACTOR IS TO SALVAGE SHALL BE REMOVED IN SALVAGEABLE CONDITION AND TO THE BY THE KTA. THE OTHERS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THAT SHALL REMAIN THE PROPERTY OF THE KTA AND SHALL BE STOCKPILED ON THE PROJECT SITE FOR REMOVAL THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH EXISTING SIGNS, DELINEATORS, AND OBJECT MARKERS EXISTING ROADWAY MATERIALS, PIPE, AND HARDWARE THAT IS REMOVED SHALL BECOME THE PROPERTY OF IN THE FIELD AT THE TIME OF CONSTRUCTION. VERIFICATION OF UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY. UNDERGROUND UTILITY LINES. VISUAL INDICATIONS OF THE UTILITIES ARE APPROXIMATE, AND SHOULD BE VERIFIED UTILITY COMPANIES PRIOR TO EXCAVATION OR WORKING ADJACENT TO UTILITIES, FOR FIELD LOCATION OF ALL THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A MINIMUM ADVANCE NOTICE OF TWO BUSINESS DAYS TO THE CONTRACTOR UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. PIPES THAT ARE NOT CONFLICTING WITH NEW CONSTRUCTION, SHALL BE REMOVED AND BECOME THE PROPERTY OF BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. EXISTING STORM WATER ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MAKE CONNECTIONS TO EXISTING PIPE SHALL NOT SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. ALL SAWCUTS SHALL BE FULL-DEPTH AND SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED TO OTHER TERMS OF THE CONTRACT. ACCORDANCE WITH STATE LAWS. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY BY CONSTRUCTION OPERATION. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN ON THE PROJECT. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS DISTURBED THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL PROPERTY IRONS AND SECTION CORNERS OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) SUBJECT TO THE ENGINEERS APPROVAL. THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MANUAL UNLESS DIRECTED BY THE ENGINEER TO BE REMOVED. BETWEEN THE CONSTRUCTION LIMITS AND THE RIGHT-OF-WAY LINE OR EASEMENT LINE SHALL BE SPARED ALL TREES, HEDGE ROWS, SHELTER BELTS, AND WOODY SHRUBS NOT SHOWN TO BE REMOVED AND LOCATED THAT, IN THE OPINION OF THE ENGINEER, WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED. SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, APPEARANCE, AND SITE LOCATION. LOCATIONS EXCAVATION SHOWN TO BE WASTED SHALL BE WASTED ON SITES PROVIDED BY THE CONTRACTOR. THESE IN THE EXCAVATION QUANTITIES. QUANTITIES ARE SUBSIDIARY TO OTHER EARTHWORK ITEMS. MATERIAL FOR THE EMBANKMENT IS INCLUDED EMBANKMENT QUANTITIES FOR INITIAL CONSOLIDATION AND SETTLEMENT SHOWN IN THE EARTHWORK ARE TO BE DAMAGED OR REMOVED EXCEPT THOSE THAT ARE NOTED ON THE PLANS. A CONDITION AS GOOD OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. NO TREES OR IMPROVEMENTS ALL AREAS DISTURBED ARE TO BE RESTORED BY REPLACEMENT OF GRASS OR PAVEMENT TO [email protected]316-261-6315 316-706-6702 Wichita, KS 67214 1900 E. Central Ave. Shane Price Westar Energy (Distribution) [email protected]800-521-0579 404-396-9726 Kansas City, MO 64120 7062 Universal Ave. McCoy Ingalls Ericsson/Sprint [email protected]620-584-8381 Darren Wesbrooks Southern Kansas Telephone [email protected]316-347-6727 Wichita, KS 67027 9401 E. Kellogg Ave. Chris Hulett Kansas Turnpike Authority Ponca City, OK 74062-1267 3301 Refining Bldg. P.O. Box 1267 Phillips 66 Company [email protected]580-622-3837 73086 Sulphur, OK 124 West Vinita Ave. Cindy Wilson Indian Nations FIBO, [email protected]316-268-2008 Wichita, KS 67202 154 N. Broadway, Rm 210 Edwards Jason AT&T VICINITY OF THE LINE AND TO PROTECT THE LINE FROM DAMAGE. SERVICE. THE CONTRACTOR SHALL EMPLOY CAUTION, PROTECTION AND PROCEDURES REQUIRED TO WORK SAFELY IN THE CONTRACTOR SHALL COMPLETE THE PROJECT WHILE THE FUEL LINE REMAINS ATTACHED TO THE BRIDGE AND IN A JET FUEL LINE RESIDES WITHIN THE CONSTRUCTION LIMITS AND IS ATTACHED TO THE NORTHBOUND BRIDGE. THE UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. UTILITIES WHETHER INDICATED OR NOT. NO EXCAVATION SHALL BE PERMITTED IN THE AREA OF UNDERGROUND THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE UTILITY OWNER TO LOCATE AND FLAG ALL UNDERGROUND THE LOCATION OF ALL UNDERGROUND UTILITIES MAY VARY FROM WHAT IS INDICATED IN THESE PLANS. IT SHALL BE 2 2 2 resides..." notes. of underground utilities..." and "A jet fuel line 11/11/15 Revised General Notes - Added "The location Revised Plans 2016 113 Sh. No. G:\ K C12 \ 0021 \ Ro a d \ dgn \ G- GE N- 001 . dgn F il e : Dr a wn B y : GW NEL S ON P l o tt e d : 11 / 11 / 2015 STATE KANSAS YEAR PROJECT N0. SHEETS TOTAL SHEET NO. RE F E RE NCE S NOTE D RE F E RE NCE S CHE CKE D BY DATE R. MORTON A. ME YE R 3 /2013 3 /2013 KANSAS TURNPIKE AUTHORITY 5739
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SEDGWICK COUNTY, KANSAS
GENERAL NOTES
2
GENERAL NOTES
Project Survey Control & Datum Benchmark
PROJECT BENCHMARKS
is the Contractor's responsibility.
call 1-800-344-7233. Verification of utilities
For actual field locations of underground utilities,
verified in the field at the time of construction.
their lessors, are approximate and should be
Underground locations shown, as furnished by
Visual indications of utilities are as shown.
Utility Notes:
UTILITIES
CA
LL
BEFORE YOU
DI
G
UTILIT
IES
ONECALLS
YSTE
MS
2
Horizontal - Kansas State Plane Coordinates - South Zone - (CAF: 0.999910401)
Sta. 4730+66.85, 72.50' Lt.
ELEV. = 1273.61
Large
BM #103 - Cut "ç" N. Side North Leg
Sta. 4749+39.54 R2, 2.53' Rt.
ELEV. = 1284.45
Arkansas River
BM #7-8 - KTA Brass Mon. West End Bridge Over
REFER TO THE KTA.
APPOINTED REPRESENTATIVE OF THE KTA ON THE SITE. THE TERM "OWNER" WHERE USED IN THE SPECIFICATIONS SHALL
WHERE REFERENCED SHALL REFER TO THE KTA. THE TERM "ENGINEER" WHERE REFERENCED SHALL REFER TO THE
EXCEPT WHERE SUPERCEDED BY THE PROJECT SPECIAL PROVISIONS IN THE BID PACKAGE, OR BY THE PLANS. KDOT
ALL WORK SHALL BE DONE IN ACCORDANCE TO THE 2015 KDOT SPECIFICATIONS AND CURRENT KDOT SPECIAL PROVISIONS,
IS INCLUDED IN THE COMMON EXCAVATION AND COMPACTION OF EARTHWORK QUANTITIES.
REUSED AS THE TOP 6" OF FILL IN THE FINAL BUILD OUT. EXCAVATION REQUIRED FOR PLACING TOPSOIL
EXISTING 6" OF TOPSOIL IN BOTH TEMPORARY AND PERMANENT LOCATIONS SHALL BE REMOVED, STOCKPILED AND
PAVEMENT AND PROPOSED PAVEMENT ARE FROM EXISTING GROUND TO PROPOSED GRADES; AREAS MAY OVERLAP.
THE FILL MAY BE REUSED IN PROPOSED EMBANKMENTS. EARTHWORK QUANTITIES SHOWN FOR TEMPORARY
TEMPORARY PAVEMENT AND GRADING SHALL BE FULLY REMOVED AND REPLACED, EXCEPT IN LOCATIONS WHERE
SLOPES. NO EXTRA PAYMENT WILL BE MADE FOR THIS WORK.
THE CONTRACTOR SHALL ACCOUNT FOR GRADE ADJUSTMENTS OF INLETS TO FIT EXISTING GROUND
THEMSELVES.
TEMPORARY PAVEMENT REQUIRED FOR TEMPORARY BARRIER PLACEMENT SHALL BE SUBSIDIARY TO BARRIERS
KTA MAINTENANCE YARD AT 9401 E. KELLOG AVE., WICHITA, KS.
THE ITEMS THE CONTRACTOR IS TO SALVAGE SHALL BE REMOVED IN SALVAGEABLE CONDITION AND TO THE
BY THE KTA. THE OTHERS SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
THAT SHALL REMAIN THE PROPERTY OF THE KTA AND SHALL BE STOCKPILED ON THE PROJECT SITE FOR REMOVAL
THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH EXISTING SIGNS, DELINEATORS, AND OBJECT MARKERS
EXISTING ROADWAY MATERIALS, PIPE, AND HARDWARE THAT IS REMOVED SHALL BECOME THE PROPERTY OF
IN THE FIELD AT THE TIME OF CONSTRUCTION. VERIFICATION OF UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY.
UNDERGROUND UTILITY LINES. VISUAL INDICATIONS OF THE UTILITIES ARE APPROXIMATE, AND SHOULD BE VERIFIED
UTILITY COMPANIES PRIOR TO EXCAVATION OR WORKING ADJACENT TO UTILITIES, FOR FIELD LOCATION OF ALL
THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A MINIMUM ADVANCE NOTICE OF TWO BUSINESS DAYS TO
THE CONTRACTOR UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER.
PIPES THAT ARE NOT CONFLICTING WITH NEW CONSTRUCTION, SHALL BE REMOVED AND BECOME THE PROPERTY OF
BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT. EXISTING STORM WATER
ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MAKE CONNECTIONS TO EXISTING PIPE SHALL NOT
SUBSIDIARY TO OTHER ITEMS OF THE CONTRACT.
ALL SAWCUTS SHALL BE FULL-DEPTH AND SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED
TO OTHER TERMS OF THE CONTRACT.
ACCORDANCE WITH STATE LAWS. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY
BY CONSTRUCTION OPERATION. SUCH IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND SURVEYOR IN
ON THE PROJECT. THE CONTRACTOR WILL BE REQUIRED TO RE-ESTABLISH ANY PROPERTY IRONS DISTURBED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL PROPERTY IRONS AND SECTION CORNERS
OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) SUBJECT TO THE ENGINEERS APPROVAL.
THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MANUAL
UNLESS DIRECTED BY THE ENGINEER TO BE REMOVED.
BETWEEN THE CONSTRUCTION LIMITS AND THE RIGHT-OF-WAY LINE OR EASEMENT LINE SHALL BE SPARED
ALL TREES, HEDGE ROWS, SHELTER BELTS, AND WOODY SHRUBS NOT SHOWN TO BE REMOVED AND LOCATED
THAT, IN THE OPINION OF THE ENGINEER, WILL LEAVE AN UNSIGHTLY APPEARANCE WILL NOT BE APPROVED.
SITES SHALL BE APPROVED BY THE ENGINEER AS TO SUITABILITY, APPEARANCE, AND SITE LOCATION. LOCATIONS
EXCAVATION SHOWN TO BE WASTED SHALL BE WASTED ON SITES PROVIDED BY THE CONTRACTOR. THESE
IN THE EXCAVATION QUANTITIES.
QUANTITIES ARE SUBSIDIARY TO OTHER EARTHWORK ITEMS. MATERIAL FOR THE EMBANKMENT IS INCLUDED
EMBANKMENT QUANTITIES FOR INITIAL CONSOLIDATION AND SETTLEMENT SHOWN IN THE EARTHWORK
ARE TO BE DAMAGED OR REMOVED EXCEPT THOSE THAT ARE NOTED ON THE PLANS.
A CONDITION AS GOOD OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. NO TREES OR IMPROVEMENTS
ALL AREAS DISTURBED ARE TO BE RESTORED BY REPLACEMENT OF GRASS OR PAVEMENT TO