HC CMP Amendment 0001 Plans.pdf

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...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\GENERAL NOTES & INDEX

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GENERAL

EROSION CONTROL

UTILITIES

SITE ACCESS

DAM STATIONING

SURVEY CONTROL

TEMPORARY ACCESS ROAD

KNOWN POINTS IN THE FIELD AND STATION EQUATIONS.

DAM STATIONING CAN BE FIELD IDENTIFIED AT EXISTING FEATURES (DRAINAGE STRUCTURES, RAMPS, ETC.) AS SHOWN FROM 1.

HAUL ROADS SHOULD BE LEFT IN A CONDITION EQUAL TO OR BETTER THAN THE PRE-EXISTING CONDITION.

ALL ACCESS AND HAUL ROADS SHALL BE MAINTAINED THROUGHOUT USE. UPON CONSTRUCTION COMPLETION, ACCESS AND 3.

CONDITION.

ALL ACCESS AND HAUL ROADS SHALL BE VIDEO SURVEYED BY CONTRACTOR BEFORE START OF CONSTRUCTION TO DOCUMENT 2.

GOVERNMENT.

PROTECT THE FEATURES FROM DAMAGE. DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE

AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR SHALL IDENTIFY THE FLOOD CONTROL FEATURES AND

LIMITS, AND PROVIDING THE NECESSARY ADJUSTMENT IN EQUIPMENT OR TEMPORARY MODIFICATIONS TO PREVENT DAMAGES

DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL JURISDICTIONAL LIMITATIONS, SUCH AS LOAD

CONTRACTOR ACCESS SHALL BE LIMITED TO PUBLIC ROADS AND WITHIN THE LIMITS SHOWN WITHIN THE CONTRACT 1.

AT NO COST TO THE GOVERNMENT.

OR STRUCTURE. WHERE TEMPORARY SUPPORT OR AN ALTERATION IS NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE

SHALL NOTIFY THE GOVERNMENT IF A PROJECT FEATURE OR ACCESS IS IN CONFLICT WITH A UTILITY, UNDERGROUND FACILITY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGES AT NO COST TO THE GOVERNMENT. THE CONTRACTOR 2.

SHALL COORDINATE WITH UTILITY COMPANIES, OWNERS IN GENERAL, LOCATOR SERVICES, AND JURISDICTIONAL AGENCIES.

FACILITIES, AND STRUCTURES) AND PROVIDE ALL MEANS NECESSARY TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR

WITHIN THE PROJECT LIMITS, THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES (INCLUDING ABOVE GRADE, UNDERGROUND 1.

DOCUMENTATION TO FULFILL THE REQUIREMENTS OF THE NECESSARY PERMITS.

SPECIFICATIONS. ALSO, THE CONTRACTOR IS REQUIRED TO PREPARE ALL EROSION CONTROL CONSTRUCTION DRAWINGS AND

THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ANY AND ALL EROSION CONTROL PERMITS, AS DESCRIBED WITHIN THE PROJECT 1.

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CONDITIONS ARE EXPECTED TO BE SIMILAR BUT MAY VARY. CONFIRM ANY DIFFERENCES WITH CONTRACTING OFFICER.

IMAGERY DATA SOURCED FROM DIGITAL GLOBE. THE IMAGES WERE SOURCED FROM NOVEMBER 2020 IMAGERY. GROUND 8.

ACTIVITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL DURING ALL DEMOLITION AND CONSTRUCTION 7.

PUBLIC STREETS SHALL BE KEPT CLEAN AND CLEAR THROUGHOUT DEMOLITION AND CONSTRUCTION ACTIVITIES.6.

REGULATIONS GOVERNING SUCH OPERATIONS AND THE PROJECT SPECIFICATIONS.

CONSTRUCTION OPERATIONS. DISPOSAL OF ALL RUBBISH SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND/OR FEDERAL

CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OR 5.

SURVEYOR IF DISTURBED BY CONSTRUCTION ACTIVITIES.

FOR RE-ESTABLISHMENT OF ANY PROPERTY CORNERS OR SURVEY MONUMENTS BY A PROFESSIONALLY REGISTERED LAND

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SURVEY MONUMENTS AND IS RESPONSIBLE 4.

EXISTING CONDITIONS.

TO: DRAINAGE UTILITIES, PAVEMENT, SIDEWALKS, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN

RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION SUCH AS BUT NOT LIMITED

PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR IS

THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID 3.

LAND USE AGREEMENTS.

SECURED BY THE CONTRACTOR BY PRIVATE AGREEMENT. THE CONTRACTING OFFICER SHALL BE INFORMED OF ANY PRIVATE

EMPLOYEE PARKING) SHALL BE RESTRICTED TO THE PROJECT LIMITS AS INDICATED ON THE DRAWINGS AND/OR OTHER AREAS

CONSTRUCTION ACTIVITY (INCLUDING DEMOLITION, CLEARING, STORAGE OF EQUIPMENT AND MATERIALS, INSTALLATION, AND 2.

PRECEDENCE.

CONFLICT BETWEEN STANDARD DRAWINGS AND COE SPECIFICATIONS, THE SPECIFICATION PROVISION(S) SHALL HAVE

ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. IN THE CASE OF A 1.

ROADS SHALL NOT BE CONSTRUCTED ON DAM EMBANKMENT.

TEMPORARY ACCESS ROADS MAY BE CONSTRUCTED WITHIN CONSTRUCTION LIMITS TO ACCESS REPAIRS. TEMPORARY ACCESS 1.

THE VERTICAL SHIFT FROM NGVD 29 TO NAVD 88 IS +0.57 FEET.3.

DATUM (NAD) 27. COORDINATES REFERENCE NEBRASKA STATE PLANE.

PLAN SHEETS SERIES RC1XX REFERENCES THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) 29 AND THE NORTH AMERICAN 2.

DATUM (NAD) 83. COORDINATES REFERENCE NEBRASKA STATE PLANE.

PLAN SHEETS SERIES CS1XX REFERENCES THE NORTH AMERICAN VERTICAL DATUM (NAVD) 88 AND THE NORTH AMERICAN 1.

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AMENDMENTS