S01 Attachment 2 AJIES DAM REPAIR DRAWINGS.pdf

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Natural Resources Conservation Service

United States Department of Agriculture

ANASCO RIVER WATERSHED

FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIRS

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DRAINAGE AREA

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TOTAL STORAGE

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TOP ELEVATION OF DAM

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ACRES

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AC. FT.

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FEET

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VICINITY MAP

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JULY 2022

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100%%% DELIVERABLE

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KF420758

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AutoCAD SHX Text Plot Date: 7/22/2022 9:40 AM Plot By: MohammadIslam Filename: E:\8054 Ajies and Deguey Dam\Ajies Dam_working updated - 7-21-2022-working -\COVER Sheet - 7-12-2022.dwg

AutoCAD SHX Text Last Saved: 7/22/2022 9:39 AM Saved By: MohammadIslam

AutoCAD SHX Text Filename: E:\8054 Ajies and Deguey Dam\Ajies Dam_working updated - 7-21-2022-working -\COVER Sheet - 7-12-2022.dwg

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SEE SHEET G-1 FOR INDEX OF DRAWINGS

AutoCAD SHX Text SPONSORED BY PUERTO RICO DEPARTMENT OF NATURAL AND ENVIRONMENTAL RESOURCES COOPERATING WITH NATURAL RESOURCES CONSERVATION SERVICE OF THE U.S. DEPARTMENT OF AGRICULTUREDEPARTMENT OF AGRICULTURE

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PROJECT LOCATION

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ANASCO MUNICIPALITY, PUERTO RICO

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SQ. M.

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CU. M.

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AutoCAD SHX Text 07/22/2022

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

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PROPOSED FIELD FENCE

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WATER LEVELS

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EXISTING POWER POLE

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PROPOSED MAJOR CONTOUR (SEE NOTE 1)

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CONCRETE

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EXISTING BOREHOLES

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STREAM

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SILT FENCE

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PROPOSED HANDRAIL

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EXISTING FIELD FENCE

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LIMITS OF CONSTRUCTION

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WATER SURFACE BOUNDARY (XXX STORM EVENT)

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STUB DIVERSION (APPROX. LOCATION SHOWN)

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FENCE TO BE REMOVED

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AREA TO HAVE PERMANENT VEGETATION ESTABLISHED

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COMPACTED EARTHFILL

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ROCK RIPRAP OR COARSE DRAINFILL

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TOPSOIL, PIPE WALL, OR STEEL

AutoCAD SHX Text ADD'L ADDITIONAL ADDITIONAL APPROX. APPROXIMATLEY APPROXIMATLEY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS ASW AUXILIARY SPILLWAY AUXILIARY SPILLWAY ,BL BASELINE BASELINE BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE BM BENCH MARK BENCH MARK C/C CENTER TO CENTER CENTER TO CENTER CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CL, CENTERLINE CENTERLINE CLR CLEAR CLEAR CM CENTIMETERS CENTIMETERS CONC. CONCRETE CONCRETE CY CUBIC YARDS CUBIC YARDS D DEGREE OF CURVATURE DEGREE OF CURVATURE DEG. DEGREES DEGREES /DIADIAMETER D/S DOWNSTREAM DOWNSTREAM EA EACH EACH E EAST, EASTING EAST, EASTING ELEV., EL. ELEVATION ELEVATION EQ EQUALS EQUALS EXIST./EX. EXISTING EXISTING FL FLOWLINE FLOWLINE ',FT FEET FEET GA GAUGE GAUGE H HORIZONTAL HORIZONTAL I.D INSIDE DIAMETER INSIDE DIAMETER IF INSIDE FACE INSIDE FACE IE INVERT ELEVATION INVERT ELEVATION ",IN. INCHES INCHES L LENGTH LENGTH LOC LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LT LEFT LEFT M METERS METERS M CUBIC METERS 3CUBIC METERS M /S CUBIC METERS PER SECOND 3/S CUBIC METERS PER SECOND CUBIC METERS PER SECOND MAX. MAXIMUM MAXIMUM MIN. MINIMUM MINIMUM MS MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS NOI NOTICE OF INTENT NOTICE OF INTENT N NORTH, NORTHING NORTH, NORTHING NO. NUMBER NUMBER NPS NOMINAL PIPE SIZE NOMINAL PIPE SIZE N.T.S NOT TO SCALE NOT TO SCALE O.C ON CENTER ON CENTER O.D OUTSIDE DIAMETER OUTSIDE DIAMETER PC POINT OF CURVATURE POINT OF CURVATURE PI PLASTICITY INDEX, POINT OF INTERSECTION OR PLASTICITY INDEX, POINT OF INTERSECTION OR POINT OF INFLECTION PCP PRECAST CONCRETE PRESSURE PIPE PRECAST CONCRETE PRESSURE PIPE PK POINT KNOWN POINT KNOWN PROP. PROPOSED PROPOSED PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY R RADIUS RADIUS RE; REFERENCE REFERENCE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REINF. REINFORCED, REINFORCINGREINFORCED, REINFORCING

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SECTION NUMBER

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SHEET ON WHICH DETAIL IS TAKEN

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DETAIL NUMBER

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SHEET ON WHICH SECTION IS SHOWN

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DIRECTION IN WHICH SECTION IS TAKEN

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LEFT

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RIGHT

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ORIENTATION WHEN LOOKING DOWNSTREAM

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TREES/BRUSH

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CUT SLOPE

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FILL SLOPE

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PROPOSED MINOR CONTOUR

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EXISTING MAJOR CONTOUR (SEE NOTE 1)

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EXISTING MINOR CONTOUR

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CENTERLINE LINE

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CHAIN-LINK WIRE FENCE

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SPOIL/WASTE/STOCKPILE AREA

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PROPOSED STAGING AREA

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STA MARKER (CONTROL STATION MONUMENTS)

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EXISTING RIPRAP

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EXISTING ELEVATION

AutoCAD SHX Text R.O.W RIGHT OF WAY RIGHT OF WAY RT RIGHT RIGHT S SECONDS SECONDS SCH SCHEDULE SCHEDULE SHT. SHEET SHEET SF SILT FENCE SILT FENCE SQ. FT. SQUARE FEET SQUARE FEET STD STANDARD STANDARD STA STATION STATION S.S. STAINLESS STEEL STAINLESS STEEL SWPPP STORM WATER POLLUTION STORM WATER POLLUTION PREVENTION PLAN S.D STUB DIVERSION STUB DIVERSION T TANGENT TANGENT TCP TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN T&B TOP AND BOTTOM TOP AND BOTTOM TYP. TYPICAL TYPICAL U.N.O UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE U/S UPSTREAM UPSTREAM YR YEARYEAR

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ELECTRIC POLE

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TELEPHONE POLE

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TURF REINFORCEMENT MAT

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IN-SITU SOIL MATERIAL

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ITEMS TO BE REMOVED AND DISPOSED

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DIRECTION OF STORMWATER RUNOFF

AutoCAD SHX Text PERMANENT GRASSING, REFER TO CONSTRUCTION SPECIFICATION 6-SEEDING, SPRIGGING & MULCHING

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COVER SHEET

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INDEX, LEGEND, & ABBREVIATIONS

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GENERAL NOTES

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GENERAL PLAN

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EXISTING SITE PLAN

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PROPOSED SITE PLAN

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PRINCIPAL SPILLWAY PLAN AND PROFILE

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PRINCIPAL SPILLWAY IMPACT BASIN MODIFICATIONS

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MAIN EMBANKMENT SECTIONS

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TYPICAL EMBANKMENT SECTION

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AUXILIARY SPILLWAY MODIFICATIONS PLAN AND PROFILE

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AUXILIARY SPILLWAY AND DIKE SECTIONS

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DAM PLAN AND CREST PROFILE

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PRINCIPAL SPILLWAY OUTFALL CHANNEL PLAN AND PROFILE

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PRINCIPAL SPILLWAY OUTFALL CHANNEL SECTIONS

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SWPPP DETAILS

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FENCING DETAILS

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STORMWATER POLLUTION PREVENTION PLAN

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GEOLOGICAL PROFILE

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IMPACT BASIN AND RIPRAP DETAILS

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SHEET NO.

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DRAWING NO.

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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FILE NAME:

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SEQUENCE NO.

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APPROVED

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TITLE

AutoCAD SHX Text Kenall, Inc. Texas Registered Engineering Firm F-5366

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OF

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

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IN

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SRUJAN

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RAFIQ

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BHARATH

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ANASCO MUNICIPALITY, PUERTO RICO

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ANASCO RIVER WATERSHED

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FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIRS

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INDEX, LEGEND & ABBREVIATIONS

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NOTE: 1. CONTOURS ARE SHOWN IN FEET UNLESS CONTOURS ARE SHOWN IN FEET UNLESS NOTED OTHERWISE.

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SHEET NO.

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DRAWING NO.

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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FILE NAME:

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SEQUENCE NO.

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DATE

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REVISIONS

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APPROVED

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TITLE

AutoCAD SHX Text Kenall, Inc. Texas Registered Engineering Firm F-5366

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OF

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

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IN

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SRUJAN

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RAFIQ

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BHARATH

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ANASCO MUNICIPALITY, PUERTO RICO

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ANASCO RIVER WATERSHED

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FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIR

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GENERAL NOTES

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AutoCAD SHX Text GENERAL NOTES 1. THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. . 2. CONTOURS WERE OBTAINED FROM A COMBINATION OF TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED IN OCTOBER, 2021. CONTRACTOR SHALL MAKE SITE SURVEYS AS NECESSARY FOR CONSTRUCTION AND IN CONTOURS WERE OBTAINED FROM A COMBINATION OF TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED IN OCTOBER, 2021. CONTRACTOR SHALL MAKE SITE SURVEYS AS NECESSARY FOR CONSTRUCTION AND IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION 7, CONSTRUCTION SURVEYS. HORIZONTAL DATUM IS NAD83, PUERTO RICO AND VIRGIN ISLANDS, 5200, US SURVEY FEET, VERTICAL DATUM IS PUERTO RICO VERTICAL NAD83, PUERTO RICO AND VIRGIN ISLANDS, 5200, US SURVEY FEET, VERTICAL DATUM IS PUERTO RICO VERTICAL DATUM OF 2002 (PRVD02). 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY OWNER'S RESIDENT REPRESENTATIVE IF CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY OWNER'S RESIDENT REPRESENTATIVE IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH WORK. 4. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO IMPROVEMENTS AND UTILITIES ALONG THE ACCESS ROUTE AND AT OR NEAR THE WORKSITE. UTILITIES MAY EXIST AND NOT BE SHOWN ON THE CONSTRUCTION THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO IMPROVEMENTS AND UTILITIES ALONG THE ACCESS ROUTE AND AT OR NEAR THE WORKSITE. UTILITIES MAY EXIST AND NOT BE SHOWN ON THE CONSTRUCTION DRAWINGS. THE SITE SHALL BE CAREFULLY SCRUTINIZED FOR EVIDENCE OF UTILITIES. AT A MINIMUM, PRIOR TO ANY GROUND DISTURBANCE, THE TELEPHONE NUMBER 811 SHALL BE CALLED TO ASCERTAIN IF ANY GROUND DISTURBANCE, THE TELEPHONE NUMBER 811 SHALL BE CALLED TO ASCERTAIN IF UNDERGROUND UTILITIES EXIST IN THE GENERAL WORK AREA (SEE 'CALL BEFORE YOU DIG NOTE' THIS SHEET). CALLING THIS TELEPHONE NUMBER WILL ONLY ASCERTAIN THE EXISTENCE OF UNDERGROUND UTILITIES OWNED BY COMPANIES THAT SUBSCRIBE TO THIS ORGANIZATION. THERE MAY BE OTHER UNDERGROUND UTILITIES IN THE WORK AREA. 5. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF ALL UTILITIES A MINIMUM OF TEN (10) DAYS IN ADVANCE OF INTENT TO PERFORM WORK IN THE VICINITY OF THE AFFECTED UTILITY. THE NOTICE SHALL BE IN WRITING THE CONTRACTOR SHALL NOTIFY THE OWNERS OF ALL UTILITIES A MINIMUM OF TEN (10) DAYS IN ADVANCE OF INTENT TO PERFORM WORK IN THE VICINITY OF THE AFFECTED UTILITY. THE NOTICE SHALL BE IN WRITING AND A COPY SHALL BE FURNISHED TO THE CONTRACTING OFFICER. 6. COMPLY AND CONDUCT WORK IN ACCORDANCE WITH OWNER'S SECURITY REGULATIONS AND REQUIREMENTS. PROVIDE SITE SECURITY AS NECESSARY TO PROTECT AGAINST VANDALISM AND LOSS BY THEFT. COMPLY AND CONDUCT WORK IN ACCORDANCE WITH OWNER'S SECURITY REGULATIONS AND REQUIREMENTS. PROVIDE SITE SECURITY AS NECESSARY TO PROTECT AGAINST VANDALISM AND LOSS BY THEFT. 7. CONTRACTOR SHALL MANAGE AND PROTECT THE WORK FROM FLOOD FLOWS, STREAM FLOWS, SURFACE WATER RUNOFF, GROUNDWATER OR ANY OTHER WATER ENCOUNTERED DURING THE PROGRESS OF THE WORK IN CONTRACTOR SHALL MANAGE AND PROTECT THE WORK FROM FLOOD FLOWS, STREAM FLOWS, SURFACE WATER RUNOFF, GROUNDWATER OR ANY OTHER WATER ENCOUNTERED DURING THE PROGRESS OF THE WORK IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION II, REMOVAL OF WATER. 8. THE APPROXIMATE LOCATIONS OF THE ACCESS ROAD(S), STAGING AREA AND WASTE AREAS ARE SHOWN. THE FINAL LOCATIONS OF THESE AREAS SHALL BE DESIGNATED AT THE TIME OF SHOWING OF THE WORKSITE TO THE APPROXIMATE LOCATIONS OF THE ACCESS ROAD(S), STAGING AREA AND WASTE AREAS ARE SHOWN. THE FINAL LOCATIONS OF THESE AREAS SHALL BE DESIGNATED AT THE TIME OF SHOWING OF THE WORKSITE TO PROSPECTIVE BIDDERS. 9. THE AREA AROUND OVERHEAD ELECTRICAL TOWERS SHALL BE PROTECTED. PROTECTION SHALL BE PROVIDED TO ANY TOWER, POLE OR GUY STRUCTURE WHEN TRAFFIC OR CONSTRUCTION ACTIVITY IS WITHIN 50 FEET OF THE AREA AROUND OVERHEAD ELECTRICAL TOWERS SHALL BE PROTECTED. PROTECTION SHALL BE PROVIDED TO ANY TOWER, POLE OR GUY STRUCTURE WHEN TRAFFIC OR CONSTRUCTION ACTIVITY IS WITHIN 50 FEET OF THE STRUCTURE. 10. WORK UNDER THIS CONTRACT IS AUTHORIZED UNDER THE TERMS AND CONDITIONS OF THE U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT 3, MAINTENANCE. SEE THE SWPPP FOR DETAILS. WORK UNDER THIS CONTRACT IS AUTHORIZED UNDER THE TERMS AND CONDITIONS OF THE U.S. ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT 3, MAINTENANCE. SEE THE SWPPP FOR DETAILS. 11. THE CONTRACTING OFFICER HAS PREPARED THE MINIMUM REQUIREMENTS FOR THE SWPPP AS SHOWN ON THE SHEET C-12. THE CONTRACTOR SHALL REVIEW THE MINIMUM REQUIREMENTS SWPPP AND SHALL PREPARE A THE CONTRACTING OFFICER HAS PREPARED THE MINIMUM REQUIREMENTS FOR THE SWPPP AS SHOWN ON THE SHEET C-12. THE CONTRACTOR SHALL REVIEW THE MINIMUM REQUIREMENTS SWPPP AND SHALL PREPARE A C-12. THE CONTRACTOR SHALL REVIEW THE MINIMUM REQUIREMENTS SWPPP AND SHALL PREPARE A . THE CONTRACTOR SHALL REVIEW THE MINIMUM REQUIREMENTS SWPPP AND SHALL PREPARE A PLAN WITH A DETAILED WORK SEQUENCE OUTLINE THAT DEFINES AND DELINEATES THE PROPOSED CONSTRUCTION OPERATION. REFER TO CONSTRUCTION SPECIFICATION 5. 12. CONSTRUCT THE STAGING AREAS AND VEHICLE MAINTENANCE AREAS IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS IN ACCORDANCE WITH THE CONTRACTOR-PREPARED SWPPP. CONSTRUCT THE STAGING AREAS AND VEHICLE MAINTENANCE AREAS IN A MANNER TO MINIMIZE THE RUNOFF OF POLLUTANTS IN ACCORDANCE WITH THE CONTRACTOR-PREPARED SWPPP. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL BARRICADES, WARNING SIGNS, TRAFFIC CONTROL DEVICES, ETC. NECESSARY TO CONTROL TRAFFIC AND PROVIDE FOR PUBLIC THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL BARRICADES, WARNING SIGNS, TRAFFIC CONTROL DEVICES, ETC. NECESSARY TO CONTROL TRAFFIC AND PROVIDE FOR PUBLIC INSTALLING, AND MAINTAINING ALL BARRICADES, WARNING SIGNS, TRAFFIC CONTROL DEVICES, ETC. NECESSARY TO CONTROL TRAFFIC AND PROVIDE FOR PUBLIC SAFETY AT THE ENTRANCE TO THE SITE AS SHOWN ON SHEET C-2 (REFER TO CONSTRUCTION SPECIFICATION 9). 14. CONSTRUCTION ACTIVITIES SHALL NOT OCCUR OUTSIDE THE DESIGNATED WORK LIMITS, UNLESS OTHERWISE AUTHORIZED. CONSTRUCTION ACTIVITIES SHALL NOT OCCUR OUTSIDE THE DESIGNATED WORK LIMITS, UNLESS OTHERWISE AUTHORIZED. 15. HANDLING, STORAGE, AND DISPOSAL OF ALL WASTE MATERIAL SHALL CONFORM TO THE SWPPP. HANDLING, STORAGE, AND DISPOSAL OF ALL WASTE MATERIAL SHALL CONFORM TO THE SWPPP. 16. PREVENT POLLUTION OF SURFACE WATER AND GROUNDWATER WITH PETROLEUM PRODUCTS OR OTHER HAZARDOUS OR REGULATED SUBSTANCES. TAKE SPECIAL MEASURES TO PREVENT CHEMICALS, FUELS, OILS, GREASES, PREVENT POLLUTION OF SURFACE WATER AND GROUNDWATER WITH PETROLEUM PRODUCTS OR OTHER HAZARDOUS OR REGULATED SUBSTANCES. TAKE SPECIAL MEASURES TO PREVENT CHEMICALS, FUELS, OILS, GREASES, HERBICIDES, AND INSECTICIDES FROM ENTERING DRAINAGE WAYS. DO NOT ALLOW WATER USED IN ON-SITE MATERIAL PROCESSING AND CLEANUP, AND OTHER WASTEWATERS TO ENTER A DRAINAGE WAY, STREAM, OR RIVER. 17. PROMPTLY REPAIR EQUIPMENT LEAKING OIL/HYDRAULIC FLUID/ETC. IMMEDIATELY REMOVE AND REPLACE, AS NECESSARY, ALL SOILS ON WHICH SUCH LEAKAGE OCCURRED. PREVENT THE SPREAD OF LEAKED FLUIDS OR PROMPTLY REPAIR EQUIPMENT LEAKING OIL/HYDRAULIC FLUID/ETC. IMMEDIATELY REMOVE AND REPLACE, AS NECESSARY, ALL SOILS ON WHICH SUCH LEAKAGE OCCURRED. PREVENT THE SPREAD OF LEAKED FLUIDS OR FLUID CONTAMINATED MATERIALS FROM THE ORIGINAL LEAK AREA. BE RESPONSIBLE FOR THE PROPER HANDLING AND DISPOSAL OF ALL SUCH CONTAMINATED MATERIALS. 18. PROVIDE SECONDARY CONTAINMENT AROUND ANY FUEL AND CHEMICAL STORAGE AREAS TO ENSURE THAT SPILLS FROM ANY SUCH AREAS DO NOT DISCHARGE FROM THE SECONDARY CONTAINMENT AREA. THE SECONDARY PROVIDE SECONDARY CONTAINMENT AROUND ANY FUEL AND CHEMICAL STORAGE AREAS TO ENSURE THAT SPILLS FROM ANY SUCH AREAS DO NOT DISCHARGE FROM THE SECONDARY CONTAINMENT AREA. THE SECONDARY CONTAINMENT CAPACITY SHALL BE ADEQUATE TO CONTAIN THE CAPACITY OF THE LARGEST TANK/CONTAINER PLUS SUFFICIENT FREEBOARD TO CONTAIN PRECIPITATION. 19. PRECAUTIONS SHALL BE TAKEN DURING EQUIPMENT FUELING AND CHEMICAL TRANSFER OPERATIONS IN ORDER TO PREVENT SPILLS FROM OCCURRING AND TO MINIMIZE THE IMPACT OF ANY SPILL THAT DOES OCCUR. ALL PRECAUTIONS SHALL BE TAKEN DURING EQUIPMENT FUELING AND CHEMICAL TRANSFER OPERATIONS IN ORDER TO PREVENT SPILLS FROM OCCURRING AND TO MINIMIZE THE IMPACT OF ANY SPILL THAT DOES OCCUR. ALL FUEL AND CHEMICAL TRANSFERS SHALL BE CONTINUOUSLY MONITORED. MAINTAIN APPROPRIATE EQUIPMENT ON-SITE FOR RESPONDING TO ANY OIL OR HAZARDOUS SUBSTANCE SPILL. ADDITIONALLY THERE SHALL BE AN ON-SITE PROHIBITION AGAINST THE TOPPING OFF OF TANKS AND EQUIPMENT. 20. REMOVE ALL FORM WORK FOLLOWING CONSTRUCTION. REMOVE ALL FORM WORK FOLLOWING CONSTRUCTION. 21. NO CONSTRUCTION FILL OR MATERIALS SHALL BE PLACED OR STORED IN AREAS NOT SPECIFICALLY DESIGNATED FOR THAT PURPOSE. NO CONSTRUCTION FILL OR MATERIALS SHALL BE PLACED OR STORED IN AREAS NOT SPECIFICALLY DESIGNATED FOR THAT PURPOSE. 22. EXISTING ROADS, ACCESS DRIVES, UTILITIES AND PROPERTY WITHIN THE LIMITS OF CONSTRUCTION DAMAGED BY CONTRACTOR AND ALL DISTURBED AREAS SHALL BE REPAIRED BY CONTRACTOR TO SAME OR BETTER EXISTING ROADS, ACCESS DRIVES, UTILITIES AND PROPERTY WITHIN THE LIMITS OF CONSTRUCTION DAMAGED BY CONTRACTOR AND ALL DISTURBED AREAS SHALL BE REPAIRED BY CONTRACTOR TO SAME OR BETTER CONDITION PRIOR TO END OF CONSTRUCTION AT THE CONTRACTOR'S EXPENSE, UNLESS PROVIDED FOR IN THE CONSTRUCTION SPECIFICATIONS. 23. ELEVATIONS OF MAJOR CONTOURS AND MINOR CONTOURS ARE IN FEET. ELEVATIONS OF MAJOR CONTOURS AND MINOR CONTOURS ARE IN FEET. 24. ALL DISTURBED AREAS WILL REQUIRE RESTORATION AND SEEDING. ALL DISTURBED AREAS WILL REQUIRE RESTORATION AND SEEDING. 25. ALL BENCHMARKS ON THE AUXILIARY SPILLWAY AND DAM NEED TO BE PROTECTED DURING CONSTRUCTION. ALL BENCHMARKS ON THE AUXILIARY SPILLWAY AND DAM NEED TO BE PROTECTED DURING CONSTRUCTION. 26. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS. REFER TO NRCS SUPPLEMENT TO OSHA, PARTS 1910 AND 1926 AS FOUND IN NEH 645, APPENDIX F.CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS. REFER TO NRCS SUPPLEMENT TO OSHA, PARTS 1910 AND 1926 AS FOUND IN NEH 645, APPENDIX F.

AutoCAD SHX Text GEOTECHNICAL BORING NOTES 1. PARTIAL GEOTECHNICAL BORING LOGS AND EXISTING SOIL DESCRIPTIONS ARE INCLUDED IN THESE DRAWINGS FOR INFORMATION ONLY. PARTIAL GEOTECHNICAL BORING LOGS AND EXISTING SOIL DESCRIPTIONS ARE INCLUDED IN THESE DRAWINGS FOR INFORMATION ONLY. 2. ANY REPRESENTATION OF THE SOILS AND FOUNDATION CONDITIONS SHOWN IN THESE DRAWINGS SHOULD BE CONSIDERED PARTIAL INCOMPLETE, AND NOT PART OF THE CONTRACT DOCUMENTS. ANY REPRESENTATION OF THE SOILS AND FOUNDATION CONDITIONS SHOWN IN THESE DRAWINGS SHOULD BE CONSIDERED PARTIAL INCOMPLETE, AND NOT PART OF THE CONTRACT DOCUMENTS. 3. ADDITIONAL GEOTECHNICAL DATA MAY BE FOUND IN A SEPARATE GEOTECHNICAL DATA REPORT. ADDITIONAL GEOTECHNICAL DATA MAY BE FOUND IN A SEPARATE GEOTECHNICAL DATA REPORT. 4. THIS SEPARATE DOCUMENT IS ALSO NOT PART OF THE CONTRACT DOCUMENTS. THE GEOTECHNICAL DATA REPORT REPRESENTS DATA THAT WAS CONSIDERED SUFFICIENT FOR DESIGN, BUT MAY NOT BE SUFFICIENT FOR CONSTRUCTION. THIS SEPARATE DOCUMENT IS ALSO NOT PART OF THE CONTRACT DOCUMENTS. THE GEOTECHNICAL DATA REPORT REPRESENTS DATA THAT WAS CONSIDERED SUFFICIENT FOR DESIGN, BUT MAY NOT BE SUFFICIENT FOR CONSTRUCTION. 5. THE CONTRACTOR IS FULLY RESPONSIBLE FOR DETERMINING SUBSURFACE CONDITIONS TO A DEGREE NECESSARY TO SUBMIT THE ASSOCIATED BID ITEMS AND MAYUSE THE PROVIDED INFORMATION AT THEIR OWN RISK.THE CONTRACTOR IS FULLY RESPONSIBLE FOR DETERMINING SUBSURFACE CONDITIONS TO A DEGREE NECESSARY TO SUBMIT THE ASSOCIATED BID ITEMS AND MAYUSE THE PROVIDED INFORMATION AT THEIR OWN RISK.

AutoCAD SHX Text ROCK RIPRAP GRADATIONS 1. ROCK RIPRAP FOR THE ROCK LINED PRINCIPAL SPILLWAY OUTLET AND AROUND IMPACT ROCK RIPRAP FOR THE ROCK LINED PRINCIPAL SPILLWAY OUTLET AND AROUND IMPACT BASIN SHALL MEET THE GRADATION REQUIREMENTS OF ASTM D6092 FOR R-150 ROCK RIPRAP. IT IS ESTIMATED THAT 890 CY OF R-150 ROCK RIPRAP WILL BE REQUIRED TO COMPLETE THE ROCK LINED OUTLET. 2. ALL ROCK RIPRAP SHALL COMPLY WITH CONSTRUCTION SPECIFICATION 61, AND ALL ROCK RIPRAP SHALL COMPLY WITH CONSTRUCTION SPECIFICATION 61, AND MATERIAL SPECIFICATION 523. 3. SPALLS AND ROCK DUST THAT PASS A 3" SIEVE SHALL CONSIST OF LESS THAT 5% BY SPALLS AND ROCK DUST THAT PASS A 3" SIEVE SHALL CONSIST OF LESS THAT 5% BY WEIGHT. 4. ROCK PLACED AGAINST CONCRETE WORKS SHALL BE PLACED CAREFULLY TO AVOID ROCK PLACED AGAINST CONCRETE WORKS SHALL BE PLACED CAREFULLY TO AVOID DAMAGE. 5. NON-WOVEN GEOTEXTILE MATERIAL SHALL BE PLACED BETWEEN THE ROCK RIPRAP AND NON-WOVEN GEOTEXTILE MATERIAL SHALL BE PLACED BETWEEN THE ROCK RIPRAP AND THE APPROVED SUBGRADE. 6. THE NON-WOVEN GEOTEXTILE MATERIAL SHALL COMPLY WITH CONSTRUCTION THE NON-WOVEN GEOTEXTILE MATERIAL SHALL COMPLY WITH CONSTRUCTION SPECIFICATION 95, AND MATERIAL SPECIFICATION 592.

AutoCAD SHX Text CALL BEFORE YOU DIG 1. PUERTO RICO LAW REQUIRES THAT THE CONTRACTOR MUST CALL TO HAVE PUERTO RICO LAW REQUIRES THAT THE CONTRACTOR MUST CALL TO HAVE UNDERGROUND FACILITIES LOCATED BEFORE BEGINNING AN EXCAVATION OR DEMOLITION. 2. THE PUERTO RICO EXCAVATION AND DEMOLITION COORDINATION CERTER IS UNDER THE PUERTO RICO EXCAVATION AND DEMOLITION COORDINATION CERTER IS UNDER THE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS (DTOP) " DIRECTORIA DE EXCAVACIONES, DEMOLICIONES Y TUBERIAS" (DEDT) 3. ONE CALL CENTER: 811 ONE CALL CENTER: 811 LOCAL CONTACT (DEDT): (787) 722-2929 EXTENSIONS 1-2277 OR 1-2513 WEB: http://call811.com/ http://www.dtop.pr.gov/ http://cced.dtop.gov.pr/exc/

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ASTM R-150

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GRADATION

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MASS LBS.

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MAX.

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EARTHFILL MATERIAL REQUIREMENTS

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EARTHFILL MATERIAL REQUIREMENTS BY ZONE

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ZONE

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COMPACTED FILL

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MATERIAL CLASSIFICATION

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CH/CL/SC

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15<PI 45 45

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MOISTURE DENSITY TEST

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ASTM D698

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MIN. PERCENT COMPACTION

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1. MATERIALS FOR ALL TYPES OF EARTHFILLS SHALL BE OBTAINED FROM OFF SITE SOURCES. IMPORTED SOILS SHALL COME FROM A SOURCE APPROVED BY THE CONTRACTING OFFICER. APPROVAL SHALL BE OBTAINED PRIOR TO DELIVERY OF MATERIALS FOR ALL TYPES OF EARTHFILLS SHALL BE OBTAINED FROM OFF SITE SOURCES. IMPORTED SOILS SHALL COME FROM A SOURCE APPROVED BY THE CONTRACTING OFFICER. APPROVAL SHALL BE OBTAINED PRIOR TO DELIVERY OF MATERIALS TO THE PROJECT SITE.

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TITLE

AutoCAD SHX Text Kenall, Inc. Texas Registered Engineering Firm F-5366

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OF

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

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IN

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ANASCO MUNICIPALITY, PUERTO RICO

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ANASCO RIVER WATERSHED

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FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIRS

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GENERAL PLAN

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SCALE IN FEET

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PROPOSED STAGING AREA

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DAM CENTERLINE

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NORMAL POOL EL. 92.75 FT (28.3M)

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PROPOSED AUXILIARY SPILLWAY CENTERLINE

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AUXILIARY SPILLWAY EL. 108 FT (32.91M)

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TOP OF DAM EL. 113.0 FT (34.44M)

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LEGEND TOP OF DAM CONTOUR AUXILIARY SPILLWAY CREST CONTOUR NORMAL POOL CONTOUR

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106.33 '

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STA. 1+23.2 N: 824979.771' 251453.834 M E: 411843.235' 125529.818 M

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STA. 1+59.4 N: 824950.052' 251444.775 M E: 411822.687' 125523.554 M

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STA. 2+13.7 N: 824896.517' 251428.458 M E: 411809.635' 125519.576 M

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STA. 1+94.7 N: 824914.949' 251434.076 M E: 411814.129' 125520.946 M

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STA. 303+68.2 N: 824572.783' 251329.784 M E: 411912.617' 125550.965 M

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STA. 304+29.9 N: 824511.384' 251311.069 M E: 411904.502' 125548.492 M

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STA. 304+88.5 N: 824452.757' 251293.200 M E: 411907.960' 125549.546 M

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STA. 305+40 N: 824403.447' 251278.170 M E: 411892.167' 125544.732 M

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STA. 304+00.4 N: 824540.601' 251319.975 M E: 411908.364' 125549.669 M

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STA. 304+59.2 N: 824481.924' 251302.094 M E: 411905.333' 125548.745 M

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STA. 305+25.6 N: 824417.650' 251282.499 M E: 411894.327' 125545.390 M

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STA. 305+53.4 N: 824393.150' 251275.032 M E: 411882.150' 125541.679 M

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STA. 305+25.6 N: 824417.650' 251282.499 M E: 411894.327' 125545.390 M

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TITLE

AutoCAD SHX Text Kenall, Inc. Texas Registered Engineering Firm F-5366

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OF

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

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EXISTING REINFORCED CONCRETE RISER

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TOP OF DAM

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BENCH

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EXISTING BARBED WIRE FENCE WITH CONCRETE POLES

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EROSION GULLY (SEE NOTE #2)

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EXISTING DAM ID MONUMENT

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TO PR-110

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ANASCO RIVER WATERSHED

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FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIRS

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EXISTING SITE PLAN

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SCALE IN FEET

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EXISTING AUXILIARY SPILLWAY CENTERLINE

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CHANNEL BOTTOM ERODED

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EXISTING DIKE (DAMAGED SIDE SLOPE AND TOP WIDTH)

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18'' DIA RCP

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STA. 299+00 N: 825011.78 FT 251463.59 M E: 412076.28 FT 125600.85 M

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STA. 0+00 N: 825089.23 FT 251488.41 M E: 411909.87 FT 125550.12 M

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STA. 0+00 N: 825025.45 FT 251467.75 M E: 411832.17 FT 125526.44 M

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EXISTING REINFORCED CONCRETE IMPACT BASIN

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EXISTING TELEPHONE POLE

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NORMAL POOL EL. 92.75 FT (28.3M)

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EXISTING 30" RCP PIPE

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EXISTING TENTATIVE CEIBA (PROTECTIVE TREE) LOCATION

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EXISTING TWIN 89" DIA. PCP CULVERT

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HEADWALL IE-50.65' (15.44M)

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STA 4+00 N: 824843.22 FT 251412.21 M E: 412188.25 FT 125634.98 M

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STA 298+00 N: 825108.83 FT 251493.17 M E: 412053.61 FT 125593.94 M

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STA 305+52.9 N: 824844.73 FT 251274.95 M E: 412185.32 FT 125541.60 M

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APPROXIMATE LIMITS OF EXISTING DISPLACED / WASHED OUT RIPRAP (THICKNESS 0.33FT (0.1M) TO BE REMOVED tu ra l R es ou rc es

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100FT

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95FT

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90FT

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85FT

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105FT

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110FT

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91.5FT

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113FT

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92FT

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PROPOSED ALIGNMENTS CURVE DATA

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CURVE #

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DELTA (Δ))

AutoCAD SHX Text 29° 12' 10"

AutoCAD SHX Text 14° 11' 45"

AutoCAD SHX Text 69° 51' 59"

AutoCAD SHX Text 14° 55' 29"

AutoCAD SHX Text 10° 00' 50"

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AutoCAD SHX Text 044° 22' 45"

AutoCAD SHX Text 044° 50' 43"

AutoCAD SHX Text 098° 29' 47"

AutoCAD SHX Text 019° 50' 32"

AutoCAD SHX Text 039° 39' 54"

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AutoCAD SHX Text 129.1

AutoCAD SHX Text 127.8

AutoCAD SHX Text 58.2

AutoCAD SHX Text 288.8

AutoCAD SHX Text 144.4

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AutoCAD SHX Text 65.80

AutoCAD SHX Text 31.66

AutoCAD SHX Text 70.93

AutoCAD SHX Text 75.22

AutoCAD SHX Text 25.25

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STA. 1+77.9 N: 824942.490' 251442.470 M E: 411806.700' 125518.682 M

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STA. 2+43.7 N: 824879.272 251423.202 M E: 411791.188 125513.95 M

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STA. 0+00 N: 824928.425 251438.183 M E: 411852.833 125532.743 M

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STA. 303+25 N: 824613.301 251342.134 M E: 411927.525 125555.509 M

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STA. 304+75 N: 824465.978 251297.230 M E: 411906.460 125549.089 M

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STA. 2+11.5 N: 824912.902 251433.452 M E: 411790.710 125513.808 M

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STA. 2+59.6 N: 824863.365 251418.353 M E: 411791.432 125514.028 M

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STA. 0+40.6 N: 824899.740 251429.440 M E: 411824.057 125523.972 M

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STA. 303+62.8 N: 824578.166 251331.424 M E: 411913.524 125551.242 M

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STA. 304+87.6 N: 824453.378 251293.389 M E: 411905.279 125548.729 M

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STA. 2+43.7 N: 824879.272 251423.202 M E: 411791.188 125513.954 M

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STA. 2+75.4 N: 824848.003 251413.671 M E: 411795.569 125515.289 M

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STA. 0+70.9 N: 824862.849 251418.196 M E: 411841.085 125529.162 M

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STA. 304+00.2 N: 824540.610 251319.977 M E: 411909.045 125549.876 M

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STA. 305+00.2 N: 824441.175 251289.670 M E: 411901.925 125547.706 M

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AutoCAD SHX Text 33.63

AutoCAD SHX Text 15.91

AutoCAD SHX Text 40.63

AutoCAD SHX Text 37.82

AutoCAD SHX Text 12.66

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39.3 M

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38.9 M

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88.0 M

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44.0 M

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20.0 M

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9.6 M

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21.6 M

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22.9 M

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10.2 M

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12.3 M

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SHEET NO.

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DRAWING NO.

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DESIGNED BY:

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DRAWN BY:

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CHECKED BY:

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FILE NAME:

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DATE CHECKED:

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SEQUENCE NO.

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DATE

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REVISIONS

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APPROVED

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TITLE

AutoCAD SHX Text Kenall, Inc. Texas Registered Engineering Firm F-5366

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OF

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ON DATE:

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PUERTO RICO NO: 19946

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AUTHORITY OF MATHEW L. MOSES P.E.

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PURPOSE OF INTERIM REVIEW UNDER THE

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THIS DOCUMENT IS RELEASED FOR THE

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NOT FOR CONSTRUCTION

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IT IS NOT TO BE USED FOR CONSTRUCTION,

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BIDDING OR PERMIT PURPOSES.

AutoCAD SHX Text 07/22/2022

AutoCAD SHX Text 6 20

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IN

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AutoCAD SHX Text Proposed Site Plan

AutoCAD SHX Text Srujan

AutoCAD SHX Text Rafiq

AutoCAD SHX Text Bharath

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ANASCO MUNICIPALITY, PUERTO RICO

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ANASCO RIVER WATERSHED

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FLOODWATER RETARDING STRUCTURE SITE 2A (AJIES DAM) REPAIRS

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PROPOSED SITE PLAN

AutoCAD SHX Text Friday, July 22, 2022 2:45:47 PM

AutoCAD SHX Text E:\8054 Ajies And Deguey Dam\Ajies Dam_working Updated - 7-21-2022-working -\Proposed Site Plan_7-21-22 - Updated - Rotated.dwg

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SCALE IN FEET

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AutoCAD SHX Text 40'

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PRINCIPAL SPILLWAY CENTERLINE

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PROPOSED DAM CENTERLINE

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POOL AREA

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EXISTING 30" RCP PIPE

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12'(3.7M) WIDE BENCH

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26'(7.9M) WIDE TOP OF DAM

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BARBED WIRE FENCE WITH CONCRETE POLES

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PROPOSED DIKE CENTERLINE (10.0' CREST WIDTH)

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PROPOSED ACCESS ROAD

AutoCAD SHX Text 91.50

AutoCAD SHX Text 83.5

AutoCAD SHX Text STABILIZED CONSTRUCTION ENTRANCE 14'(4.27M) WIDE AND 74'(22.55M) LONG (MIN) SEE DETAIL 1/C-14

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SILT FENCE SEE DETAIL 2/C-14

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PROPOSED STAGING AREA

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EXISTING TENTATIVE CEIBA (PROTECTIVE TREE) LOCATION REFER TO NOTE #10

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EXISTING REINFORCED CONCRETE DRAIN INLET

AutoCAD SHX Text DAM STA 2+35= PRINCIPAL SPILLWAY STA 300+00 N: 824918.49 FT 251435.15 M E: 412041.32 FT 125590.19 M

AutoCAD SHX Text NOTES: 1. ALL CONTOUR ELEVATIONS ARE IN FT WITH METRIC EQUIVALENT ALL CONTOUR ELEVATIONS ARE IN FT WITH METRIC EQUIVALENT INCLUDED. 2. ALL DISTURBED AREAS WILL REQUIRE RESTORATION AND SEEDING. ALL DISTURBED AREAS WILL REQUIRE RESTORATION AND SEEDING. 3. CONTRACTOR SHALL REMOVE ALL TREES 6" AND LESS IN DIAMETER CONTRACTOR SHALL REMOVE ALL TREES 6" AND LESS IN DIAMETER ALONG ANY PORTIONS OF THE CREST AND UPSTREAM AND DOWNSTREAM EMBANKMENT OF THE DAM . 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING ALL TREES CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING ALL TREES GREATER THAN 6" IN DIAMETER ALONG THE CREST AND THE UPSTREAM AND DOWNSTREAM EMBANKMENT FOR CONSULTATION BY DRNA AND NRCS. ALL TREE REMOVAL REQUIRES PERMITTING FROM THE PUERTO RICO DRNA PRIOR TO PROJECT COMMENCEMENT. 5. REMOVE ALL DEBRIS (MOSTLY TREE LOGS AND BRANCHES) AROUND REMOVE ALL DEBRIS (MOSTLY TREE LOGS AND BRANCHES) AROUND THE RISER STRUCTURE ON THE SURFACE OF THE WATER. 6. PLACE NEW FLOOD GAUGE ON THE RISER IN ACCORDANCE WITH PLACE NEW FLOOD GAUGE ON THE RISER IN ACCORDANCE WITH CONSTRUCTION SPECIFICATION 81-METAL FABRICATION AND INSTALLATION. 7. THE CALCULATED APPROX. CUT MATERIAL IS 4890 CY WHICH TO THE CALCULATED APPROX. CUT MATERIAL IS 4890 CY WHICH TO BE PLACED WITH A MAX. HEIGHT OF 12 FT. ON THE STOCKPILE AREA. 8. SPOIL PLACEMENT SHALL BE COORDINATED WITH PROPOSED SPOIL PLACEMENT SHALL BE COORDINATED WITH PROPOSED GRADING TO BE FREE DRAINING AND AVOID PONDING OF WATER. SEEK FURTHER GUIDANCE FROM CONTRACTING OFFICER. 9. REFER TO CONSTRUCTION SPECIFICATION 9-TRAFFIC CONTROL FOR REFER TO CONSTRUCTION SPECIFICATION 9-TRAFFIC CONTROL FOR TCP. 10. CEIBA (PROTECTED TREE) AND BOX STRUCTURE NEED TO BE CEIBA (PROTECTED TREE) AND BOX STRUCTURE NEED TO BE PROTECTED DURING CONSTRUCTION. REFER TO CONSTRUCTION SPECIFICATION 1- CLEARING. 11. INSTALL, ANCHOR, AND SECURE TURF REINFORCEMENT MAT TO INSTALL, ANCHOR, AND SECURE TURF REINFORCEMENT MAT TO MANUFACTURE'S RECOMMENDATIONS AND SPECIFICATIONS. 12. EMBANKMENT TO BE CLEARED AND RESHAPED AS SHOWN ON THE EMBANKMENT TO BE CLEARED AND RESHAPED AS SHOWN ON THE DRAWINGS.

AutoCAD SHX Text PROPOSED GRASSLINED AUXILIARY SPILLWAY (REF. TO CONSTRUCTION SPECIFICATION 6 - - SEEDING, SPRIGGING AND MULCHING)

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NORMAL POOL ELEVATION 92.75 FT (28.3 M)

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CONSTRUCCION

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ENTRADA DE

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DELANTE

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PREPARADO

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PARAR

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DEMASIADO

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PARA

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CONSTRUCCION

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DE

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FINAL

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TRABAJO

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SEED AFTER CONSTRUCTION

AutoCAD SHX Text EXISTING REINFORCED CONCRETE RISER REPLACE MEASURING GAUGE REFER TO THE PHOTO ON THIS SHEET FOR LOCATION

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MEASURING GAUGE

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PROPOSED CLEARING LIMIT APPROX. AREA: 3.5 AC ENTIRE AREA NEEDS TO BE CLEARED.

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PROPOSED SPOIL /WASTE / STOCKPILE AREA 1310 SY SEE NOTES 7 AND 8

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EXISTING IMPACT BASIN

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REMOVE EXISTING CHAIN LINK FENCE

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EXISTING GUTTER (BOX STRUCTURE) REFER TO NOTE #10

AutoCAD SHX Text REMOVE DEBRIS, WOODY VEGETATION AND SHAPE PRINCIPAL SPILLWAY CHANNEL PER CONSTRUCTION SPECIFICATION 1

AutoCAD SHX Text APPROXIMATE LIMITS OF EXISTING RIPRAP THICKNESS ~ 2 FT (0.60M) TO BE LEFT IN PLACE

AutoCAD SHX Text INSTALL PROPEX PYRAMAT 75 HIGH PERFORMANCE TURF REINFORCEMENT MAT (OR APPROVED EQUAL) ON NORTH-EAST SIDE SLOPE OF DIKE. SEE NOTE #11 AND SECTION 2/C-11

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PROPOSED FIELD FENCE

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PROPOSED AUXILIARY SPILLWAY CENTERLINE (70.0' BOTTOM WIDTH)

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PROPOSED FIELD FENCE SEE DETAIL C-15

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REMOVE EXISTING CHAIN LINK FENCE AND ACCESS GATE

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PROPOSED FIELD OFFICE LOCATION

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TWIN 89" DIA EXISTING PCP CULVERT

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HEADWALL IE = 50.65' (15.44M)

AutoCAD SHX Text REGRADE EXISTING DITCH TO 15' BASE WIDTH AND 2:1 SIDE SLOPES TO THE HWY 402 CROSS CULVERT

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PRINCIPAL SPILLWAY OUTFALL CHANNEL CENTERLINE

AutoCAD SHX Text NEW 24" EROSION PROTECTION RIPRAP DIMENSION: 213'(65M)x176'(53.6M)x124'(37.7M)x32'(9.7M)

AutoCAD SHX Text REMOVE EXISTING RIPRAP PER CONSTRUCTION SPECIFICATION 21 AND INSTALL RIPRAP TO 24" THICKNESS PER CONSTRUCTION SPECIFICATION 61

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REMOVE AND REPLACE EXISTING HANDRAIL ON IMPACT BASIN (REF SHEET C-12)

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EXISTING 18" DIA RCP

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20'(6M…