C-001__revised_6.28.pdf

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®of Engineers

US Army Corps

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C-001 k w s r s r s r

GENERAL CIVIL NOTES UTILITY NOTES

GRADING AND DRAINAGE NOTES

ENTERING THE PIPE.

UNATTENDED TO PREVENT FOREIGN MATERIALS AND RODENTS FROM

WATERLINES SHALL BE ADEQUATELY PLUGGED ANYTIME THE TRENCH IS LEFT9.

PIPE SIZES SPECIFIED SHALL BE INSIDE DIAMETER.8.

TRENCH SHALL BE DE-WATERED PRIOR TO ANY CONCRETE POUR.

SHALL BE INSTALLED TO FULL HEIGHT PRIOR TO CONCRETE POUR. THE

SHALL BE CLASS 40, AND SHALL BE MIXED AND PLACED IN ONE POUR. FORMS

INTEGRAL PART OF THE CONCRETE CRADLE/ENCASEMENT. CONCRETE

MUST BE SUPPORTED BY SOLID CONCRETE BLOCKS THAT SHALL FORM AN

WHEN CONCRETE CRADLE/ENCASEMENT IS TO BE CONSTRUCTED, THE PIPE 7.

SATISFACTION OF THE COR AND CUSTOMER.

ENCASED IN CONCRETE OR THE WATER MAIN SHALL BE RELOCATED TO THE

HORIZONTALLY AND 18' VERTICALLY OF THE SEWER, THE SEWER SHALL BE

SEWER RUNS PARALLEL TO THE EXISTING WATER MAIN AND IT IS WITHIN 10'

OF AT LEAST 10' ON EITHER SIDE OF THE CROSSING. WHEN THE PROPOSED

POSSIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE FOR A DISTANCE

WATER SHALL BE AT LEAST 18" WITH WATER ON TOP. WHERE THIS IS NOT

IN GENERAL, THE VERTICAL SEPARATION AT A CROSSING OF SEWER AND 6.

OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

STANDARDS. THE CONTRACTOR SHALL COORDINATE DISCONNECTION

CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY

ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE

SHALL BE BROUGHT TO THE ATTENTION OF THE COR. ANY FEES

ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION

WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY.

SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES,

THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR

TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND

TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN 5.

ATIVE (COR) BEFORE PROCEEDING WITH CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENT-

IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 4.

ELEVATIONS AS REQUIRED.

AND COVERS, WHICH ARE TO REMAIN, TO THE FINISHED GRADE

THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY STRUCTURES3.

AND UNDISTURBED DURING CONSTRUCTION.

COVERS, UTILITY POLES, AND HYDRANTS THAT ARE TO REMAIN IN PLACE

SUCH AS BUT NOT LIMITED TO: MANHOLES COVERS, GUY WIRES, VALVE

THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY STRUCTURES2.

OF ANY EXISTING SYSTEMS.

SHALL BE OPERATIONAL PRIOR TO THE REMOVAL OR ABANDONMENT

UTILITIES ACTIVE DURING CONSTRUCTION. ALL NEW UTILITY SYSTEMS

PROVIDED BY THE CONTRACTOR AS REQUIRED TO MAINTAIN THE

ACTIVE AT ALL TIMES. TEMPORARY BYPASS SYSTEMS SHALL BE

UNLESS NOTED OTHERWISE, ALL EXISTING UTILITIES SHALL REMAIN1.

SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY 24.

AND TRAFFIC ARROWS, SHALL BE PAINTED ON PAVEMENT AT LOCATIONS SHOWN.

PAVEMENT MARKING, INCLUDING STANDARD HANDICAP SYMBOLS, PARKING STRIPING 23.

EROSION.

AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL

CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES 22.

SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.

EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND 21.

TO DEVELOP FINAL RECORD DRAWINGS.

THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND SHALL BE UTILITIZED

DRAWINGS" SHALL BE MADE AVAILABLE TO WVA AND THE COR UPON REQUEST.

OF DESIGN DRAWINGS SHOWING "AS-BUILT" CONDITIONS. THESE "RECORD

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MARKED-UP SET20.

PRECAUTIONS AS REQUIRED BY THE APPLICABLE REGULATORY AGENCY.

WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY

IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR,

THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES19.

TO STARTING CONSTRUCTION.

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF WVA AND COR PRIOR

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,18.

AREA THAT WILL BE EXPOSED TO WIND EROSION.

OF SOIL BY WIND AND TRAFFIC. THE CONTRACTOR SHALL MINIMIZE THE

FOR ALL DISTURBED AREAS, AS WARRANTED, TO MINIMIZE THE TRANSPORT

THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES,17.

ROADWAYS AND / OR PASSAGEWAYS.

EQUIPMENT OR VEHICLES WILL NOT BE PERMITTED TO OBSTRUCT ANY

ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION

ALL INGRESS AND EGRESS TO THE CONSTRUCTION SITE SHALL BE KEPT16.

TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE COR.

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION PRIOR

AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS 15.

AND PERMITS.

REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND POLLUTION CONTROL AND STORMWATER POLLUTION PREVENTION

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION, SEDIMENTATION

ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND 14.

OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

ADDITIONAL WORK RESULTING FROM THECONTRACTOR BEING IN VIOLATION

REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR

DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER

BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER

CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL

REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL 13.

CONSTRUCTION AREA.

MEASURES TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC AWAY FROM THE

THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS, FENCES OR OTHER12.

EXPENSE.

ACTIVITIES SHALL BE REAPIRED EIMMEDIATELY AT THE CONTRACTOR'S

AND NEW WORK FROM DAMAGE. ANY DAMAGE CAUSED BY CONSTRUCTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING11.

EXPENSE.

PROPERTIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S

ANY DAMAGE TO OFF-SITE RIGHT OF WAY, PUBLIC ROADS OR ADJACENT 10.

SHALL NOT BE SCALED.

ACTUAL DIMENSIONS OF THE PROPOSED BUILDING. UNDIMENSIONED AREAS

THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR9.

AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

MATERIAL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN 8.

DEVICES" (MUTCD), LATEST EDITION.

WITH THE NYDOT STANDARDS AND "MANUAL ON UNIFORM TRAFFIC CONTROL

ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE7.

UNLESS SHOWN OTHERWISE.

BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,

CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE6.

WITH NO PONDING OF STORMWATER, UNLESS OTHERWISE NOTED.

ALL NEW PAVEMENT SHALL BE CONSTRUCTED FLUSH WITH EXISTING, 5.

WITHIN THESE CONSTRUCTION DOCUMENTS.

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 4.

& FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE 3.

(COR) OF ANY DISCREPANCIES.

IN FIELD AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE

CONSTRUCTION. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

VERIFIED AND COORDINATED BY THE CONTRACTOR PRIOR TO

ANY SITE DEMOLITION. ALL DIMENSIONS AND DETAILS SHALL BE

HORIZONTAL AND VERTICAL CONTROL BENCH MARK POINTS PRIOR TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NEW2.

CONSTRUCTION OR ORDERING MATERIALS.

APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

NAVD88. ALL EXISTING UTILITY INFORMATION SHOULD BE CONSIDERED

PLANE COORDINATE SYSTEM NAD83 EAST ZONE. VERTICAL DATUM IS

HORIZONTAL DATUM IS REFERENCED TO THE NEW YORK STATE

PROVIDED BY THE SHUMAKER SURVEY DATED OCTOBER 2016.

TOPOGRAPHIC SURVEY DATA DISPLAYING EXISTING CONDITIONS IS 1.

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OR APPROVED EQUAL

SUNLIGHT CONDITIONS WARRANT.

& STRAW (SEASON APPROPRIATE GRASS) THE RESTORED SURFACE AS

GROUND SURFACE WHERE THE FENCE WAS REMOVED. THEN, MULCH OR SEED

THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL SMOOTH THE

THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING FROM8.

MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL7.

SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON AS-BUILTS.

IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION, CONTRACTOR

CONTRACTOR SHALL MARK/PROTECT ALL BENCHMARKS DURING CONSTRUCTION.6.

WASTE.

ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND5.

PRIOR TO ANY EXCAVATION.

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT 4.

MATERIALS OR GRASSING.

WITH NO PONDING OF WATER, READY TO RECEIVE PAVEMENT, PLANTING

GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED SURFACE3.

SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

DISPOSE OF ALL UNSUITABLE OR EXCESS MATERIALS FROM THE PROJECT

SHALL REMOVE ALL ACCUMULATED SEDIMENT, DEBRIS, EQUIPMENT AND

DRAINAGE SYSTEM. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR

FREEFROM MATERIALS THAT MAY HAMPER THE PERFORMANCE OF THE

BASINS, SWALES, ETC. WITHIN AND NEAR THE PROJECT AREA ARE KEPT

THE CONTRACTOR SHALL ENSURE THAT ALL STORM DRAIN INLETS, CATCH 2.

OTHERWISE SHOWN.

WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION UNLESS

RAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF SURROUNDING

DRAINAGE AWAY FROM ALL BUILDINGS AND TOWARD APPROPRIATE

CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE 1.

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