Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 4 of 4.pdf

1+00 1+20

1+40

1+60

1+80

1+95.72

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KM 43.3

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CONCRETE BARRIER ENDS

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BB-1

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STATE ROAD PR-155

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CONCRETE SWALE

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LANDSLIDE

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BERM

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BERM

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CONCRETE SWALE I.E.=223.57

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CONCRETE SWALE I.E.=217.46

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TO VEGA BAJA

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TO OROCOVIS

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GUARDRAIL

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ER-HWY-263-2

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ER-HWY-263-1

AutoCAD SHX Text 166-000-003-66

AutoCAD SHX Text 166-000-003-66

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

AutoCAD SHX Text 7.50

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CONCRETE BARRIER BEGINS

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GUARDRAIL

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CONCRETE SWALE

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CONTROL POINT ER-HWY-263-1

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CENTER LINE PROPOSED PROJECT

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PROPOSED R.O.W. LIMIT

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155

AutoCAD SHX Text RETAINING WALL BEGINS (GABION WALL TYPE) STA. 1+00.00 = = STA. 1+20.00 (PR-155), 11.79 RT.

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 1+95.72 PR-155

AutoCAD SHX Text RETAINING WALL ENDS (GABION WALL TYPE) STA. 1+26.52 = = STA. 1+58.28 (PR-155), 12.57 RT.

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ROADWAY

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SHOULDER

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CONTROL POINT ER-HWY-263-2

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TRANSITION ENDS STA. 1+10.00

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TRANSITION TO EXISTING BEGINS STA. 1+85.67 TAPER BEGINS

AutoCAD SHX Text W-BEAM GUARDRAIL AND THRIE-BEAM TRANSITION ENDS, NEW TRANSITION MODULE TO CONCRETE BARRIER BEGINS, STA. 1+18.80 (PR-155), 6.05 RT.

AutoCAD SHX Text NEW TRANSITION MODULE TO CONCRETE BARRIER ENDS THRIE-BEAM TRANSITION AND W-BEAM GUARDRAIL BEGINS, STA. 1+59.44 (PR-155), 6.05 RT.

AutoCAD SHX Text W-BEAM GUARDRAIL BEGINS ANCHORAGE MB, STA 1+05.29, 7.5 RT. L=13.51 MTS., FLARE RATE 8:1L=13.51 MTS., FLARE RATE 8:1

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W-BEAM GUARDRAIL ENDS MATCH TO EXISTING L=35.34, STA. 1+94.78 (PR-155)

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PROPOSED CONCRETE BARRIER TYPE C..

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TO BE REMOVED

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TAPER BEGINS

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TAPER ENDS

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TAPER ENDS

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EXSTING

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TO BE REMOVED

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EXSTING

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TO BE REMOVED

AutoCAD SHX Text CONCRETE BARRIER TYPE C ENDS NEW TRANSITION MODULE TO CONCRETE BARRIER BEGINS STA. 1+58.10 (PR-155), 6.05 RT.

AutoCAD SHX Text CONCRETE BARRIER TYPE C BEGINS NEW TRANSITION MODULE TO CONC. BARRIER ENDS, STA. 1+20.15 (PR-155), 4.60 RT.

AutoCAD SHX Text S64° 02' 41"W 5.3003

AutoCAD SHX Text N13° 53' 10"W

AutoCAD SHX Text 45.9852

AutoCAD SHX Text 95°26'53"

AutoCAD SHX Text 6°37'15"

AutoCAD SHX Text 77°55'52"

AutoCAD SHX Text S20° 30' 26"E

AutoCAD SHX Text 45.2389

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STATION

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FINISHEG GRADE ELEV.

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EXISTING GROUND ELEV.

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LEGEND:

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EXISTING GRADE

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PROPOSED GRADE

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ELEVATION (MTS)

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STATION (MTS)

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DATE

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MUNICIPALITY

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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YEAR

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FISCAL

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NO.

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SHEET

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TOTAL

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SHEETS

AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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DESIGN

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WORK

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BY

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DATE

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DRAWING

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TRACED

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CHECKED

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FINAL CHECK

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PR

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ER-9999(437)

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AC-857579

AutoCAD SHX Text R579999579

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ORACLE NO.

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RW

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ER-9999(325)

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO 1+95.72

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ER-HWY-263, PR-155, KM. 43.25

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PLAN AND PROFILE

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PP-F

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PR-155

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MOROVIS

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CONSTRUCTION PLAN SCALE 1:200

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PROFILE SCALE 1:200

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CONTROL POINT

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STA

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ER-HWY-263-1

AutoCAD SHX Text 251889.349

AutoCAD SHX Text 202793.932

AutoCAD SHX Text 251847.007

AutoCAD SHX Text 202809.548

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ELEVATION

AutoCAD SHX Text 219.824

AutoCAD SHX Text 215.913

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ER-HWY-263-2

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COORDINATES

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NORTHING

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EASTING

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1. CONCRETE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE CONCRETE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE BARRIER SHALL BE TYPE C WITH RETROREFLECTIVE SHALL BE TYPE C WITH RETROREFLECTIVE SHALL BE TYPE C WITH RETROREFLECTIVE BE TYPE C WITH RETROREFLECTIVE BE TYPE C WITH RETROREFLECTIVE TYPE C WITH RETROREFLECTIVE TYPE C WITH RETROREFLECTIVE C WITH RETROREFLECTIVE C WITH RETROREFLECTIVE WITH RETROREFLECTIVE WITH RETROREFLECTIVE RETROREFLECTIVE RETROREFLECTIVE SHEETING PANELS EVERY 3.00 MTS. 2. W-BEAM GUARDRAIL SHALL BE CORRUGATED STEEL BEAM W-BEAM GUARDRAIL SHALL BE CORRUGATED STEEL BEAM GUARDRAIL SHALL BE CORRUGATED STEEL BEAM GUARDRAIL SHALL BE CORRUGATED STEEL BEAM SHALL BE CORRUGATED STEEL BEAM SHALL BE CORRUGATED STEEL BEAM BE CORRUGATED STEEL BEAM BE CORRUGATED STEEL BEAM CORRUGATED STEEL BEAM CORRUGATED STEEL BEAM STEEL BEAM STEEL BEAM BEAM BEAM W-BEAM GUARDRAIL, SINGLE FACE WITH RETROREFLECTIVE GUARDRAIL, SINGLE FACE WITH RETROREFLECTIVE GUARDRAIL, SINGLE FACE WITH RETROREFLECTIVE SINGLE FACE WITH RETROREFLECTIVE SINGLE FACE WITH RETROREFLECTIVE FACE WITH RETROREFLECTIVE FACE WITH RETROREFLECTIVE WITH RETROREFLECTIVE WITH RETROREFLECTIVE RETROREFLECTIVE RETROREFLECTIVE SHEETING PANELS EVERY 3.00 MTS. 3. WHERE INDICATED "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE WHERE INDICATED "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE INDICATED "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE INDICATED "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE "W-BEAM GUARDRAIL BEGINS, ANCH. TYPE W-BEAM GUARDRAIL BEGINS, ANCH. TYPE GUARDRAIL BEGINS, ANCH. TYPE GUARDRAIL BEGINS, ANCH. TYPE BEGINS, ANCH. TYPE BEGINS, ANCH. TYPE ANCH. TYPE ANCH. TYPE TYPE TYPE MC/MB", SHALL BE READ AS FOLLOW "W-BEAM GUARDRAIL ", SHALL BE READ AS FOLLOW "W-BEAM GUARDRAIL SHALL BE READ AS FOLLOW "W-BEAM GUARDRAIL SHALL BE READ AS FOLLOW "W-BEAM GUARDRAIL BE READ AS FOLLOW "W-BEAM GUARDRAIL BE READ AS FOLLOW "W-BEAM GUARDRAIL READ AS FOLLOW "W-BEAM GUARDRAIL READ AS FOLLOW "W-BEAM GUARDRAIL AS FOLLOW "W-BEAM GUARDRAIL AS FOLLOW "W-BEAM GUARDRAIL FOLLOW "W-BEAM GUARDRAIL FOLLOW "W-BEAM GUARDRAIL "W-BEAM GUARDRAIL "W-BEAM GUARDRAIL W-BEAM GUARDRAIL GUARDRAIL GUARDRAIL BEGINS, ROUNDED END SECTION WITH OBJECT MARKER TYPE P ROUNDED END SECTION WITH OBJECT MARKER TYPE P ROUNDED END SECTION WITH OBJECT MARKER TYPE P END SECTION WITH OBJECT MARKER TYPE P END SECTION WITH OBJECT MARKER TYPE P SECTION WITH OBJECT MARKER TYPE P SECTION WITH OBJECT MARKER TYPE P WITH OBJECT MARKER TYPE P WITH OBJECT MARKER TYPE P OBJECT MARKER TYPE P OBJECT MARKER TYPE P MARKER TYPE P MARKER TYPE P TYPE P TYPE P P P (TRAFFIC RIGHT/ LEFT), ANCHORAGE TYPE MC/MB", UNLESS RIGHT/ LEFT), ANCHORAGE TYPE MC/MB", UNLESS RIGHT/ LEFT), ANCHORAGE TYPE MC/MB", UNLESS LEFT), ANCHORAGE TYPE MC/MB", UNLESS LEFT), ANCHORAGE TYPE MC/MB", UNLESS ANCHORAGE TYPE MC/MB", UNLESS ANCHORAGE TYPE MC/MB", UNLESS TYPE MC/MB", UNLESS TYPE MC/MB", UNLESS MC/MB", UNLESS MC/MB", UNLESS , UNLESS UNLESS UNLESS OTHERWISE IDENTIFIED 4. THE CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO THE CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO CONTRACTOR SHALL REMOVE AL PAVEMENT MARKING INTO SHALL REMOVE AL PAVEMENT MARKING INTO SHALL REMOVE AL PAVEMENT MARKING INTO REMOVE AL PAVEMENT MARKING INTO REMOVE AL PAVEMENT MARKING INTO AL PAVEMENT MARKING INTO AL PAVEMENT MARKING INTO PAVEMENT MARKING INTO PAVEMENT MARKING INTO MARKING INTO MARKING INTO INTO INTO THE CONSTRUCTION LIMIT. 5. THE PAVEMENT MARKING TO BE REMOVED COULD BE THE PAVEMENT MARKING TO BE REMOVED COULD BE PAVEMENT MARKING TO BE REMOVED COULD BE PAVEMENT MARKING TO BE REMOVED COULD BE MARKING TO BE REMOVED COULD BE MARKING TO BE REMOVED COULD BE TO BE REMOVED COULD BE TO BE REMOVED COULD BE BE REMOVED COULD BE BE REMOVED COULD BE REMOVED COULD BE REMOVED COULD BE COULD BE COULD BE BE BE CONTAMINATED WITH LEAD BASE PAINT. 6. REMOVE OF CONTAMINATED PAVEMENT MARKING WITH REMOVE OF CONTAMINATED PAVEMENT MARKING WITH OF CONTAMINATED PAVEMENT MARKING WITH OF CONTAMINATED PAVEMENT MARKING WITH CONTAMINATED PAVEMENT MARKING WITH CONTAMINATED PAVEMENT MARKING WITH PAVEMENT MARKING WITH PAVEMENT MARKING WITH MARKING WITH MARKING WITH WITH WITH HAZARDOUS WASTE RESIDUE - REQUIRED PROPER MANAGEMENT WASTE RESIDUE - REQUIRED PROPER MANAGEMENT WASTE RESIDUE - REQUIRED PROPER MANAGEMENT RESIDUE - REQUIRED PROPER MANAGEMENT RESIDUE - REQUIRED PROPER MANAGEMENT - REQUIRED PROPER MANAGEMENT - REQUIRED PROPER MANAGEMENT REQUIRED PROPER MANAGEMENT REQUIRED PROPER MANAGEMENT PROPER MANAGEMENT PROPER MANAGEMENT MANAGEMENT MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD COMPLIANCE PLAN. 7. PRIOR TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED PRIOR TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED TO BEGINNING OF THE REMOVAL OF THE CONTAMINATED BEGINNING OF THE REMOVAL OF THE CONTAMINATED BEGINNING OF THE REMOVAL OF THE CONTAMINATED OF THE REMOVAL OF THE CONTAMINATED OF THE REMOVAL OF THE CONTAMINATED THE REMOVAL OF THE CONTAMINATED THE REMOVAL OF THE CONTAMINATED REMOVAL OF THE CONTAMINATED REMOVAL OF THE CONTAMINATED OF THE CONTAMINATED OF THE CONTAMINATED THE CONTAMINATED THE CONTAMINATED CONTAMINATED CONTAMINATED MATERIAL THE CONTRACTOR SHALL SUBMITTED TO THE ENGINEER THE CONTRACTOR SHALL SUBMITTED TO THE ENGINEER THE CONTRACTOR SHALL SUBMITTED TO THE ENGINEER CONTRACTOR SHALL SUBMITTED TO THE ENGINEER CONTRACTOR SHALL SUBMITTED TO THE ENGINEER SHALL SUBMITTED TO THE ENGINEER SHALL SUBMITTED TO THE ENGINEER SUBMITTED TO THE ENGINEER SUBMITTED TO THE ENGINEER TO THE ENGINEER TO THE ENGINEER THE ENGINEER THE ENGINEER ENGINEER ENGINEER THE PROPER MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD PROPER MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD PROPER MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD MANAGEMENT OF HAZARDOUS RESIDUE AND A LEAD OF HAZARDOUS RESIDUE AND A LEAD OF HAZARDOUS RESIDUE AND A LEAD HAZARDOUS RESIDUE AND A LEAD HAZARDOUS RESIDUE AND A LEAD RESIDUE AND A LEAD RESIDUE AND A LEAD AND A LEAD AND A LEAD A LEAD A LEAD LEAD LEAD COMPLIANCE PLAN. 8. ANY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY ANY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY WERE IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY IN THIS SET OF DRAWINGS, REPORT AND/OR STUDY THIS SET OF DRAWINGS, REPORT AND/OR STUDY THIS SET OF DRAWINGS, REPORT AND/OR STUDY SET OF DRAWINGS, REPORT AND/OR STUDY SET OF DRAWINGS, REPORT AND/OR STUDY OF DRAWINGS, REPORT AND/OR STUDY OF DRAWINGS, REPORT AND/OR STUDY DRAWINGS, REPORT AND/OR STUDY DRAWINGS, REPORT AND/OR STUDY REPORT AND/OR STUDY REPORT AND/OR STUDY AND/OR STUDY AND/OR STUDY STUDY STUDY OR SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, SIMILAR WERE THE DESIGNER ARE INDICATING "ENGINEER, WERE THE DESIGNER ARE INDICATING "ENGINEER, WERE THE DESIGNER ARE INDICATING "ENGINEER, THE DESIGNER ARE INDICATING "ENGINEER, THE DESIGNER ARE INDICATING "ENGINEER, DESIGNER ARE INDICATING "ENGINEER, DESIGNER ARE INDICATING "ENGINEER, ARE INDICATING "ENGINEER, ARE INDICATING "ENGINEER, INDICATING "ENGINEER, INDICATING "ENGINEER, "ENGINEER, "ENGINEER, GEOTECHNICAL ENGINEER AND/OR ENGINEERING GEOLOGIST" THE ENGINEER AND/OR ENGINEERING GEOLOGIST" THE ENGINEER AND/OR ENGINEERING GEOLOGIST" THE AND/OR ENGINEERING GEOLOGIST" THE AND/OR ENGINEERING GEOLOGIST" THE ENGINEERING GEOLOGIST" THE ENGINEERING GEOLOGIST" THE GEOLOGIST" THE GEOLOGIST" THE THE THE CONTRACTOR SHALL UNDERSTAND THAT THE DESIGNER REFERS SHALL UNDERSTAND THAT THE DESIGNER REFERS SHALL UNDERSTAND THAT THE DESIGNER REFERS UNDERSTAND THAT THE DESIGNER REFERS UNDERSTAND THAT THE DESIGNER REFERS THAT THE DESIGNER REFERS THAT THE DESIGNER REFERS THE DESIGNER REFERS THE DESIGNER REFERS DESIGNER REFERS DESIGNER REFERS REFERS REFERS TO THE EASTERN FEDERAL LANDS CONTRACTING OFFICER. 9. THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THE SPECIFICATIONS THE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS AND STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, BARRIERS, TERMINALS, BARRIERS, TERMINALS, TERMINALS, TERMINALS, TRANSITIONS, ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL WITH MASH (MANUAL WITH MASH (MANUAL MASH (MANUAL MASH (MANUAL (MANUAL (MANUAL FOR ASSESSING SAFETY HARDWARE), UPDATED IN JUNE 2018. 10. PRIOR TO BEGINNING CONSTRUCTION OF THE RETAINING WALL, PRIOR TO BEGINNING CONSTRUCTION OF THE RETAINING WALL, TO BEGINNING CONSTRUCTION OF THE RETAINING WALL, TO BEGINNING CONSTRUCTION OF THE RETAINING WALL, BEGINNING CONSTRUCTION OF THE RETAINING WALL, BEGINNING CONSTRUCTION OF THE RETAINING WALL, CONSTRUCTION OF THE RETAINING WALL, CONSTRUCTION OF THE RETAINING WALL, OF THE RETAINING WALL, OF THE RETAINING WALL, THE RETAINING WALL, THE RETAINING WALL, RETAINING WALL, RETAINING WALL, WALL, WALL, THE FOUNDATION BEARING SURFACE FOR THE WALL SHALL BE FOUNDATION BEARING SURFACE FOR THE WALL SHALL BE FOUNDATION BEARING SURFACE FOR THE WALL SHALL BE BEARING SURFACE FOR THE WALL SHALL BE BEARING SURFACE FOR THE WALL SHALL BE SURFACE FOR THE WALL SHALL BE SURFACE FOR THE WALL SHALL BE FOR THE WALL SHALL BE FOR THE WALL SHALL BE THE WALL SHALL BE THE WALL SHALL BE WALL SHALL BE WALL SHALL BE SHALL BE SHALL BE BE BE CLEANED AND ANY SOIL DISTURBED DURING THE EXCAVATION AND ANY SOIL DISTURBED DURING THE EXCAVATION AND ANY SOIL DISTURBED DURING THE EXCAVATION ANY SOIL DISTURBED DURING THE EXCAVATION ANY SOIL DISTURBED DURING THE EXCAVATION SOIL DISTURBED DURING THE EXCAVATION SOIL DISTURBED DURING THE EXCAVATION DISTURBED DURING THE EXCAVATION DISTURBED DURING THE EXCAVATION DURING THE EXCAVATION DURING THE EXCAVATION THE EXCAVATION THE EXCAVATION EXCAVATION EXCAVATION OPERATIONS (OR ANY TIME THEREAFTER) SHALL BE COMPACTED (OR ANY TIME THEREAFTER) SHALL BE COMPACTED (OR ANY TIME THEREAFTER) SHALL BE COMPACTED ANY TIME THEREAFTER) SHALL BE COMPACTED ANY TIME THEREAFTER) SHALL BE COMPACTED TIME THEREAFTER) SHALL BE COMPACTED TIME THEREAFTER) SHALL BE COMPACTED THEREAFTER) SHALL BE COMPACTED THEREAFTER) SHALL BE COMPACTED SHALL BE COMPACTED SHALL BE COMPACTED BE COMPACTED BE COMPACTED COMPACTED COMPACTED OR REMOVED TO PROVIDE AN UNDISTURBED SOIL BEARING REMOVED TO PROVIDE AN UNDISTURBED SOIL BEARING REMOVED TO PROVIDE AN UNDISTURBED SOIL BEARING TO PROVIDE AN UNDISTURBED SOIL BEARING TO PROVIDE AN UNDISTURBED SOIL BEARING PROVIDE AN UNDISTURBED SOIL BEARING PROVIDE AN UNDISTURBED SOIL BEARING AN UNDISTURBED SOIL BEARING AN UNDISTURBED SOIL BEARING UNDISTURBED SOIL BEARING UNDISTURBED SOIL BEARING SOIL BEARING SOIL BEARING BEARING BEARING SURFACE. WE RECOMMEND THAT A GEOTECHNICAL ENGINEER WE RECOMMEND THAT A GEOTECHNICAL ENGINEER WE RECOMMEND THAT A GEOTECHNICAL ENGINEER RECOMMEND THAT A GEOTECHNICAL ENGINEER RECOMMEND THAT A GEOTECHNICAL ENGINEER THAT A GEOTECHNICAL ENGINEER THAT A GEOTECHNICAL ENGINEER A GEOTECHNICAL ENGINEER A GEOTECHNICAL ENGINEER GEOTECHNICAL ENGINEER GEOTECHNICAL ENGINEER ENGINEER ENGINEER AND/OR ENGINEERING GEOLOGIST BE PRESENT AT THE SITE WHEN ENGINEERING GEOLOGIST BE PRESENT AT THE SITE WHEN ENGINEERING GEOLOGIST BE PRESENT AT THE SITE WHEN GEOLOGIST BE PRESENT AT THE SITE WHEN GEOLOGIST BE PRESENT AT THE SITE WHEN BE PRESENT AT THE SITE WHEN BE PRESENT AT THE SITE WHEN PRESENT AT THE SITE WHEN PRESENT AT THE SITE WHEN AT THE SITE WHEN AT THE SITE WHEN THE SITE WHEN THE SITE WHEN SITE WHEN SITE WHEN WHEN WHEN THE LANDSLIDE AREA IS EXCAVATED IN ORDER TO OBSERVE AND LANDSLIDE AREA IS EXCAVATED IN ORDER TO OBSERVE AND LANDSLIDE AREA IS EXCAVATED IN ORDER TO OBSERVE AND AREA IS EXCAVATED IN ORDER TO OBSERVE AND AREA IS EXCAVATED IN ORDER TO OBSERVE AND IS EXCAVATED IN ORDER TO OBSERVE AND IS EXCAVATED IN ORDER TO OBSERVE AND EXCAVATED IN ORDER TO OBSERVE AND EXCAVATED IN ORDER TO OBSERVE AND IN ORDER TO OBSERVE AND IN ORDER TO OBSERVE AND ORDER TO OBSERVE AND ORDER TO OBSERVE AND TO OBSERVE AND TO OBSERVE AND OBSERVE AND OBSERVE AND AND AND CONFIRM THAT THE PROPOSED EXCAVATION DEPTHS EXTEND THAT THE PROPOSED EXCAVATION DEPTHS EXTEND THAT THE PROPOSED EXCAVATION DEPTHS EXTEND THE PROPOSED EXCAVATION DEPTHS EXTEND THE PROPOSED EXCAVATION DEPTHS EXTEND PROPOSED EXCAVATION DEPTHS EXTEND PROPOSED EXCAVATION DEPTHS EXTEND EXCAVATION DEPTHS EXTEND EXCAVATION DEPTHS EXTEND DEPTHS EXTEND DEPTHS EXTEND EXTEND EXTEND BELOW THE LANDSLIDE SLIDING SURFACE AND THAT A FIRM THE LANDSLIDE SLIDING SURFACE AND THAT A FIRM THE LANDSLIDE SLIDING SURFACE AND THAT A FIRM LANDSLIDE SLIDING SURFACE AND THAT A FIRM LANDSLIDE SLIDING SURFACE AND THAT A FIRM SLIDING SURFACE AND THAT A FIRM SLIDING SURFACE AND THAT A FIRM SURFACE AND THAT A FIRM SURFACE AND THAT A FIRM AND THAT A FIRM AND THAT A FIRM THAT A FIRM THAT A FIRM A FIRM A FIRM FIRM FIRM BEARING SURFACE IS REACHED; THEREFORE, THE FINAL BEARING SURFACE IS REACHED; THEREFORE, THE FINAL BEARING SURFACE IS REACHED; THEREFORE, THE FINAL BEARING IS REACHED; THEREFORE, THE FINAL BEARING IS REACHED; THEREFORE, THE FINAL BEARING REACHED; THEREFORE, THE FINAL BEARING REACHED; THEREFORE, THE FINAL BEARING THEREFORE, THE FINAL BEARING THEREFORE, THE FINAL BEARING THE FINAL BEARING THE FINAL BEARING FINAL BEARING FINAL BEARING BEARING BEARING SURFACE FOR THE RETAINING WALL SHALL BE DETERMINED IN FOR THE RETAINING WALL SHALL BE DETERMINED IN FOR THE RETAINING WALL SHALL BE DETERMINED IN THE RETAINING WALL SHALL BE DETERMINED IN THE RETAINING WALL SHALL BE DETERMINED IN RETAINING WALL SHALL BE DETERMINED IN RETAINING WALL SHALL BE DETERMINED IN WALL SHALL BE DETERMINED IN WALL SHALL BE DETERMINED IN SHALL BE DETERMINED IN SHALL BE DETERMINED IN BE DETERMINED IN BE DETERMINED IN DETERMINED IN DETERMINED IN IN IN THE FIELD BASED ON OBSERVATIONS OF THE MATERIALS FIELD BASED ON OBSERVATIONS OF THE MATERIALS FIELD BASED ON OBSERVATIONS OF THE MATERIALS BASED ON OBSERVATIONS OF THE MATERIALS BASED ON OBSERVATIONS OF THE MATERIALS ON OBSERVATIONS OF THE MATERIALS ON OBSERVATIONS OF THE MATERIALS ON OBSERVATIONS OF THE MATERIALS OBSERVATIONS OF THE MATERIALS OBSERVATIONS OF THE MATERIALS OF THE MATERIALS OF THE MATERIALS THE MATERIALS THE MATERIALS MATERIALS MATERIALS EXPOSED BY THE EXCAVATION. 11. THE CONTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH THE CONTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH CONTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH CONTRACTOR SHOULD EXECUTE THE EXCAVATION WORK WITH SHOULD EXECUTE THE EXCAVATION WORK WITH SHOULD EXECUTE THE EXCAVATION WORK WITH EXECUTE THE EXCAVATION WORK WITH EXECUTE THE EXCAVATION WORK WITH THE EXCAVATION WORK WITH THE EXCAVATION WORK WITH EXCAVATION WORK WITH EXCAVATION WORK WITH WORK WITH WORK WITH WITH WITH EXTREME CARE, THIS TO AVOID DAMAGE TO THE EXISTING CARE, THIS TO AVOID DAMAGE TO THE EXISTING CARE, THIS TO AVOID DAMAGE TO THE EXISTING THIS TO AVOID DAMAGE TO THE EXISTING THIS TO AVOID DAMAGE TO THE EXISTING TO AVOID DAMAGE TO THE EXISTING TO AVOID DAMAGE TO THE EXISTING AVOID DAMAGE TO THE EXISTING AVOID DAMAGE TO THE EXISTING DAMAGE TO THE EXISTING DAMAGE TO THE EXISTING TO THE EXISTING TO THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING UTILITIES LINES OF P.R.A.S.A. 12. THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS MUST BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS BE INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS INFORMED THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THAT THE SPECIFICATIONS THE SPECIFICATIONS THE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS AND STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, STANDARD MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, MODELS FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, FOR METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, METAL BARRIERS, TERMINALS, BARRIERS, TERMINALS, BARRIERS, TERMINALS, TERMINALS, TERMINALS, TRANSITIONS, ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL WILL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL BE IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL IN COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL COMPLIANCE WITH MASH (MANUAL WITH MASH (MANUAL WITH MASH (MANUAL MASH (MANUAL MASH (MANUAL (MANUAL (MANUAL FOR ASSESSING SAFETY HARDWARE), UPDATED IN JUNE 2018.

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PRHTA RIGHT OF WAY

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CONTROL POINT ER-HWY-263-1

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CENTER LINE PROPOSED PROJECT

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AutoCAD SHX Text ALIGNMENT AND TRANSITION TO PROPOSED SECTION BEGINS (MATCH TO EXISTING) STA. 1+00.00 PR-155

AutoCAD SHX Text RETAINING WALL BEGINS (GABION WALL TYPE) STA. 1+00.00 = = STA. 1+20.00 (PR-155), 11.79 RT.

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 1+95.72 PR-155

AutoCAD SHX Text RETAINING WALL ENDS (GABION WALL TYPE) STA. 1+26.52 = = STA. 1+58.28 (PR-155), 12.57 RT.

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EXISTING DITCH TO CLEAN AND RECONDITIONING

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DR-F/1

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EXCAVATION LIMIT

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GRADING TRANSITION SLOPE 2:1 (T.O.S.)

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GRADING TRANSITION SLOPE 2:1 (T.O.S.)

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EXCAVATION LIMIT

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GABION PAVED WATERWAY ENDS STA: 1+17.30 OFF:15.81 R

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SCALE:

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GABION PAVED WATERWAY DETAIL

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VARIES MATCH WITH PROPOSED 2:1 SLOPE MIN. 0.915

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NOTE: : VOLUME OF GABION PAVED WATERWAY INCLUDED WITHIN THE ITEM OF GABION

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DATE

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AC PROJECT

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CODE NO.

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HIGHWAY

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P.R. NO.

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FISCAL

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AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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GRAPHIC SCALE

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PR

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RW

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO 1+96.00

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ER-HWY-263, PR-155, KM. 43.25

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GRADING AND DRAINAGE PLAN

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DR-F

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PR-155

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MOROVIS

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GRADING AND DRAINAGE PLAN SCALE 1:200

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ER-HWY-263

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PROPOSED ELEVATION

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EXISTING SPOT ELEVATION

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PROPOSED STONE REVETMENT

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AutoCAD SHX Text 11.- FOR 3" DIA. PERFORATED PIPE UNDER DRAIN ALONG THE PROJECT SEE DETAIL ON STANDARD MODEL PCCP 5/6

AutoCAD SHX Text 10.- PROFILE GRADES ON STORM SEWER SEGMENTS ARE COMPUTED CENTERLINE TO CENTERLINE OF STRUCTURES UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 9.- ALL EXISTING PIPES OR OTHER DRAINAGE STRUCTURE TO REMAIN OR TO BE LENGTHENED SHALL BE CLEANED AND REPAIR IN ACCORDANCE WITH SPEC. 632.

AutoCAD SHX Text 8.- THE BITUMINOUS COATING FOR CORRUGATED METAL PIPE SHALL BE IN ACCORDANCE WITH AASHTO M 190-70 TYPE C.

AutoCAD SHX Text 7.- PAYMENT FOR REINFORCED CONCRETE AND COUPLING FOR PIPES EXTENSIONS SHALL BE SUBSIDIARY TO DRAINAGE ITEMS, SPEC. 603 AND 604.

AutoCAD SHX Text 6.- ALL PIPE TO BE PLACED PARTIALLY OR TOTALLY WITHIN EMBANKMENTS ARE TO BE INSTALLED IN ACCORDANCE WITH SPEC. 603 AND SPEC. 205, UTILIZING THE "NEGATIVE PROJECTION METHOD" AND TRENCH BEDDING SHALL BE CLASS B AS DESCRIBED IN THE PRHTA STANDARD INDEX.

AutoCAD SHX Text 5.- ALL DRAINAGE PIPES SHOWN ON THE PLANS ARE R.C.P. AND MAY BE SUBSTITUTED BY PVC OR PE PIPES UP TO SIZE 48" IN ACCORDANCE TO PRHTA STANDARD INDEX. IF PVC OR PE PIPES ARE USED, CONTRACTOR IS RESPONSIBLE FOR SELECTING THE PIPE MATERIAL WITH THE STRENGTH EQUIVALENT TO THE R.C.P. CLASS SHOWN ON PLANS

AutoCAD SHX Text 4.- PAYMENT FOR METAL BENDS AND ALL OTHER MISCELLANEOUS METALLIC CONNECTIONS SHALL BE INCLUDED IN THE LINEAR METER BID PRICE FOR BITUMINOUS COATED CORRUGATED STEEL PIPE.

AutoCAD SHX Text 3.- ALL METAL PIPE SHALL BE GAGE 14, UNLESS OTHERWISE NOTED. CORRUGATIONS SHALL BE 2-2/3" X 1/2" FOR PIPES 48" DIA. OR LESS AND 3" X 1" FOR PIPES 54" DIA. OR MORE.

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2.- ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 1.- ALL STRUCTURES MARKED AS TO REMAIN OR TO BE ADJUSTED SHALL BE CLEANED AND REPAIRED AS SPECIFIED ON SPECIFICATION NO.632 OF THE "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION".

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12.- PREVIOUS TO THE SHOTCRETE POURING THE CONTRACTOR SHALL CUT THE LANDSLIDE TO CLEAN AND REMOVE ALL LOSING MATERIAL AT THE SLOPE AS DIRECTED BY OWNER REPRESENTATIVE.

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AREA DE LAVADO DE GOMAS

TODO VEHICULO PESADO DEBE

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ABANDONAR EL PROYECTO

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TEMPORARY SIGN

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EC-F/1

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AutoCAD SHX Text PAYMENT FOR THE WASHOUT TRUCK STATION CRUSH STONE SHALL BE SUBSIDIARY TO AGGREGATE FOR BASE COURSE ITEM, SPEC. 703-4.

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AutoCAD SHX Text RETAINING WALL BEGINS (GABION WALL TYPE) STA. 1+00.00 = = STA. 1+20.00 (PR-155), 11.79 RT.

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 1+95.72 PR-155

AutoCAD SHX Text RETAINING WALL ENDS (GABION WALL TYPE) STA. 1+26.52 = = STA. 1+58.28 (PR-155), 12.57 RT.

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SILT FENCE BEGINS

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SILT FENCE AND STRAW BALE BEGINS FENCE AND SILT FENCE BEGINS

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SILT FENCE AND STRAW BALE

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SILT FENCE AND STRAW BALE ENDS AND SILT FENCE BEGINS

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SILT FENCE

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EC-F/1

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%%UCOLORS FOR SIGN

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LETTER STYLE-ARIAL BACKGROUND-WHITE BORDER AND LETTERS-BLACK

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EC-F/1

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CRUSHED STONE DETAIL

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CRUSHED STONES FOR TRUCKS WHEEL WASHING

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(TO BE LOCATED AS REQUESTED BY CES PLAN INSPECTOR.)

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EC-F/1

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BERM

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TRUCK WASHOUT STATION

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SILT FENCE DETAIL

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SILT FENCE FABRIC BY MIRAFI OR APPROVED EQUAL

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EXISTING GROUND

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EC-F/1

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TYPICAL BARRIER DETAIL

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EXIST. GROUND

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WIRE TIED HAY STACKS

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DATE

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ISLAND

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PROJECT NO.

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AC PROJECT

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CODE NO.

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HIGHWAY

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AutoCAD SHX Text P.O. Box 10914, Caparra Station San Juan, P.R. 00922-0914

AutoCAD SHX Text Tel.(787) 793-3950 Fax(787) 793-8593

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ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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SCALE = 1:200

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PR

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ER-9999(437)

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ORACLE NO.

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RW

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FILE NAME=

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MOROVIS PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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FROM STA. 1+00.00 TO 1+96.00

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ER-HWY-263, PR-155, KM. 43.25

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EROSION CONTROL PLAN

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EC-F

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PR-155

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MOROVIS

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EROSION CONTROL PLAN SCALE 1:200

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ER-HWY-263

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PROPOSED SILT FENCE

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%%ULEGEND:

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PROPOSED SILT FENCE

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AND STRAW BAILE

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1. ALL INFORMATION, DATA, DETAILS, DIMENSIONS ETC. IN THE ALL INFORMATION, DATA, DETAILS, DIMENSIONS ETC. IN THE INFORMATION, DATA, DETAILS, DIMENSIONS ETC. IN THE INFORMATION, DATA, DETAILS, DIMENSIONS ETC. IN THE DATA, DETAILS, DIMENSIONS ETC. IN THE DATA, DETAILS, DIMENSIONS ETC. IN THE DETAILS, DIMENSIONS ETC. IN THE DETAILS, DIMENSIONS ETC. IN THE DIMENSIONS ETC. IN THE DIMENSIONS ETC. IN THE ETC. IN THE ETC. IN THE IN THE IN THE THE THE PLANS OF THIS PROJECT SHALL BE CAREFULLY CHECKED AND OF THIS PROJECT SHALL BE CAREFULLY CHECKED AND OF THIS PROJECT SHALL BE CAREFULLY CHECKED AND THIS PROJECT SHALL BE CAREFULLY CHECKED AND THIS PROJECT SHALL BE CAREFULLY CHECKED AND PROJECT SHALL BE CAREFULLY CHECKED AND PROJECT SHALL BE CAREFULLY CHECKED AND SHALL BE CAREFULLY CHECKED AND SHALL BE CAREFULLY CHECKED AND BE CAREFULLY CHECKED AND BE CAREFULLY CHECKED AND CAREFULLY CHECKED AND CAREFULLY CHECKED AND CHECKED AND CHECKED AND AND AND VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION STARTS. BY THE CONTRACTOR BEFORE CONSTRUCTION STARTS. BY THE CONTRACTOR BEFORE CONSTRUCTION STARTS. THE CONTRACTOR BEFORE CONSTRUCTION STARTS. THE CONTRACTOR BEFORE CONSTRUCTION STARTS. CONTRACTOR BEFORE CONSTRUCTION STARTS. CONTRACTOR BEFORE CONSTRUCTION STARTS. BEFORE CONSTRUCTION STARTS. BEFORE CONSTRUCTION STARTS. CONSTRUCTION STARTS. CONSTRUCTION STARTS. STARTS. STARTS. IN THE CASE OF ANY DISCREPANCIES, THE CONTRACTOR SHALL THE CASE OF ANY DISCREPANCIES, THE CONTRACTOR SHALL THE CASE OF ANY DISCREPANCIES, THE CONTRACTOR SHALL CASE OF ANY DISCREPANCIES, THE CONTRACTOR SHALL CASE OF ANY DISCREPANCIES, THE CONTRACTOR SHALL OF ANY DISCREPANCIES, THE CONTRACTOR SHALL OF ANY DISCREPANCIES, THE CONTRACTOR SHALL ANY DISCREPANCIES, THE CONTRACTOR SHALL ANY DISCREPANCIES, THE CONTRACTOR SHALL DISCREPANCIES, THE CONTRACTOR SHALL DISCREPANCIES, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL REQUEST WRITTEN INFORMATION ON THE MATTER FROM THE WRITTEN INFORMATION ON THE MATTER FROM THE WRITTEN INFORMATION ON THE MATTER FROM THE INFORMATION ON THE MATTER FROM THE INFORMATION ON THE MATTER FROM THE ON THE MATTER FROM THE ON THE MATTER FROM THE THE MATTER FROM THE THE MATTER FROM THE MATTER FROM THE MATTER FROM THE FROM THE FROM THE THE THE ENGINEER. THE ENGINEER WILL HAVE FINAL DECISION ON WHAT THE ENGINEER WILL HAVE FINAL DECISION ON WHAT THE ENGINEER WILL HAVE FINAL DECISION ON WHAT ENGINEER WILL HAVE FINAL DECISION ON WHAT ENGINEER WILL HAVE FINAL DECISION ON WHAT WILL HAVE FINAL DECISION ON WHAT WILL HAVE FINAL DECISION ON WHAT HAVE FINAL DECISION ON WHAT HAVE FINAL DECISION ON WHAT FINAL DECISION ON WHAT FINAL DECISION ON WHAT DECISION ON WHAT DECISION ON WHAT ON WHAT ON WHAT WHAT WHAT SHALL BE CORRECTED AND/OR ACCEPTED DURING BE CORRECTED AND/OR ACCEPTED DURING BE CORRECTED AND/OR ACCEPTED DURING CORRECTED AND/OR ACCEPTED DURING CORRECTED AND/OR ACCEPTED DURING AND/OR ACCEPTED DURING AND/OR ACCEPTED DURING ACCEPTED DURING ACCEPTED DURING DURING DURING CONSTRUCTION. 2. ALL FIELD DATA SHOULD BE FURTHER VERIFIED BY THE ALL FIELD DATA SHOULD BE FURTHER VERIFIED BY THE FIELD DATA SHOULD BE FURTHER VERIFIED BY THE FIELD DATA SHOULD BE FURTHER VERIFIED BY THE DATA SHOULD BE FURTHER VERIFIED BY THE DATA SHOULD BE FURTHER VERIFIED BY THE SHOULD BE FURTHER VERIFIED BY THE SHOULD BE FURTHER VERIFIED BY THE BE FURTHER VERIFIED BY THE BE FURTHER VERIFIED BY THE FURTHER VERIFIED BY THE FURTHER VERIFIED BY THE VERIFIED BY THE VERIFIED BY THE BY THE BY THE THE THE CONTRACTOR BEFORE LAYING OUT ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL INSTALL EITHER HAY PACKS, OR SILT THE CONTRACTOR SHALL INSTALL EITHER HAY PACKS, OR SILT CONTRACTOR SHALL INSTALL EITHER HAY PACKS, OR SILT CONTRACTOR SHALL INSTALL EITHER HAY PACKS, OR SILT SHALL INSTALL EITHER HAY PACKS, OR SILT SHALL INSTALL EITHER HAY PACKS, OR SILT INSTALL EITHER HAY PACKS, OR SILT INSTALL EITHER HAY PACKS, OR SILT EITHER HAY PACKS, OR SILT EITHER HAY PACKS, OR SILT HAY PACKS, OR SILT HAY PACKS, OR SILT PACKS, OR SILT PACKS, OR SILT OR SILT OR SILT SILT SILT FENCES (EROSION CONTROL EQUIPMENT) ON ALL DRAINAGE (EROSION CONTROL EQUIPMENT) ON ALL DRAINAGE (EROSION CONTROL EQUIPMENT) ON ALL DRAINAGE CONTROL EQUIPMENT) ON ALL DRAINAGE CONTROL EQUIPMENT) ON ALL DRAINAGE EQUIPMENT) ON ALL DRAINAGE EQUIPMENT) ON ALL DRAINAGE ON ALL DRAINAGE ON ALL DRAINAGE ALL DRAINAGE ALL DRAINAGE DRAINAGE DRAINAGE STRUCTURES LOCATED ALONG THE PROJECT (INCLUDING LOCATED ALONG THE PROJECT (INCLUDING LOCATED ALONG THE PROJECT (INCLUDING ALONG THE PROJECT (INCLUDING ALONG THE PROJECT (INCLUDING THE PROJECT (INCLUDING THE PROJECT (INCLUDING PROJECT (INCLUDING PROJECT (INCLUDING (INCLUDING (INCLUDING DRAINAGE STRUCTURES NOT SHOWN ON THIS DRAWING). THE STRUCTURES NOT SHOWN ON THIS DRAWING). THE STRUCTURES NOT SHOWN ON THIS DRAWING). THE NOT SHOWN ON THIS DRAWING). THE NOT SHOWN ON THIS DRAWING). THE SHOWN ON THIS DRAWING). THE SHOWN ON THIS DRAWING). THE ON THIS DRAWING). THE ON THIS DRAWING). THE THIS DRAWING). THE THIS DRAWING). THE DRAWING). THE DRAWING). THE THE THE INSTALLATION SHALL FOLLOW THE CONSTRUCTION SCHEDULE AS SHALL FOLLOW THE CONSTRUCTION SCHEDULE AS SHALL FOLLOW THE CONSTRUCTION SCHEDULE AS FOLLOW THE CONSTRUCTION SCHEDULE AS FOLLOW THE CONSTRUCTION SCHEDULE AS THE CONSTRUCTION SCHEDULE AS THE CONSTRUCTION SCHEDULE AS CONSTRUCTION SCHEDULE AS CONSTRUCTION SCHEDULE AS SCHEDULE AS SCHEDULE AS AS AS TO AVOID ANY TRAFFIC PROBLEMS ON THE PROJECT OR AVOID ANY TRAFFIC PROBLEMS ON THE PROJECT OR AVOID ANY TRAFFIC PROBLEMS ON THE PROJECT OR ANY TRAFFIC PROBLEMS ON THE PROJECT OR ANY TRAFFIC PROBLEMS ON THE PROJECT OR TRAFFIC PROBLEMS ON THE PROJECT OR TRAFFIC PROBLEMS ON THE PROJECT OR PROBLEMS ON THE PROJECT OR PROBLEMS ON THE PROJECT OR ON THE PROJECT OR ON THE PROJECT OR THE PROJECT OR THE PROJECT OR PROJECT OR PROJECT OR OR OR ADJACENT AREAS. THE CONTRACTOR SHALL PROTECT ALL AREAS. THE CONTRACTOR SHALL PROTECT ALL AREAS. THE CONTRACTOR SHALL PROTECT ALL THE CONTRACTOR SHALL PROTECT ALL THE CONTRACTOR SHALL PROTECT ALL THE CONTRACTOR SHALL PROTECT ALL CONTRACTOR SHALL PROTECT ALL CONTRACTOR SHALL PROTECT ALL SHALL PROTECT ALL SHALL PROTECT ALL PROTECT ALL PROTECT ALL ALL ALL CATCH BASINS WITH SILT FABRIC AFTER CONSTRUCTION. 4. THE INSTALLATION OF THE EROSION CONTROL EQUIPMENT SHALL THE INSTALLATION OF THE EROSION CONTROL EQUIPMENT SHALL INSTALLATION OF THE EROSION CONTROL EQUIPMENT SHALL INSTALLATION OF THE EROSION CONTROL EQUIPMENT SHALL OF THE EROSION CONTROL EQUIPMENT SHALL OF THE EROSION CONTROL EQUIPMENT SHALL THE EROSION CONTROL EQUIPMENT SHALL THE EROSION CONTROL EQUIPMENT SHALL EROSION CONTROL EQUIPMENT SHALL EROSION CONTROL EQUIPMENT SHALL CONTROL EQUIPMENT SHALL CONTROL EQUIPMENT SHALL EQUIPMENT SHALL EQUIPMENT SHALL SHALL SHALL FOLLOW THE INCLUDED TYPICAL INSTALLATION DETAILS THE INCLUDED TYPICAL INSTALLATION DETAILS THE INCLUDED TYPICAL INSTALLATION DETAILS INCLUDED TYPICAL INSTALLATION DETAILS INCLUDED TYPICAL INSTALLATION DETAILS TYPICAL INSTALLATION DETAILS TYPICAL INSTALLATION DETAILS INSTALLATION DETAILS INSTALLATION DETAILS DETAILS DETAILS WHENEVER POSSIBLE. IF FOR ANY REASON THE CONTRACTOR POSSIBLE. IF FOR ANY REASON THE CONTRACTOR POSSIBLE. IF FOR ANY REASON THE CONTRACTOR IF FOR ANY REASON THE CONTRACTOR IF FOR ANY REASON THE CONTRACTOR FOR ANY REASON THE CONTRACTOR FOR ANY REASON THE CONTRACTOR ANY REASON THE CONTRACTOR ANY REASON THE CONTRACTOR REASON THE CONTRACTOR REASON THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR CANNOT INSTALL THE EROSION CONTROL EQUIPMENT FOLLOWING INSTALL THE EROSION CONTROL EQUIPMENT FOLLOWING INSTALL THE EROSION CONTROL EQUIPMENT FOLLOWING THE EROSION CONTROL EQUIPMENT FOLLOWING THE EROSION CONTROL EQUIPMENT FOLLOWING EROSION CONTROL EQUIPMENT FOLLOWING EROSION CONTROL EQUIPMENT FOLLOWING CONTROL EQUIPMENT FOLLOWING CONTROL EQUIPMENT FOLLOWING EQUIPMENT FOLLOWING EQUIPMENT FOLLOWING FOLLOWING FOLLOWING THE TYPICAL DETAILS, THE CONTRACTOR SHALL ENSURE AND TYPICAL DETAILS, THE CONTRACTOR SHALL ENSURE AND TYPICAL DETAILS, THE CONTRACTOR SHALL ENSURE AND DETAILS, THE CONTRACTOR SHALL ENSURE AND DETAILS, THE CONTRACTOR SHALL ENSURE AND THE CONTRACTOR SHALL ENSURE AND THE CONTRACTOR SHALL ENSURE AND CONTRACTOR SHALL ENSURE AND CONTRACTOR SHALL ENSURE AND SHALL ENSURE AND SHALL ENSURE AND ENSURE AND ENSURE AND AND AND BE RESPONSIBLE FOR A PROPER METHOD OF INSTALLATION AS RESPONSIBLE FOR A PROPER METHOD OF INSTALLATION AS RESPONSIBLE FOR A PROPER METHOD OF INSTALLATION AS FOR A PROPER METHOD OF INSTALLATION AS FOR A PROPER METHOD OF INSTALLATION AS A PROPER METHOD OF INSTALLATION AS A PROPER METHOD OF INSTALLATION AS PROPER METHOD OF INSTALLATION AS PROPER METHOD OF INSTALLATION AS METHOD OF INSTALLATION AS METHOD OF INSTALLATION AS OF INSTALLATION AS OF INSTALLATION AS INSTALLATION AS INSTALLATION AS AS AS TO PROTECT THE STORM WATER MANAGEMENT SYSTEM PROTECT THE STORM WATER MANAGEMENT SYSTEM PROTECT THE STORM WATER MANAGEMENT SYSTEM THE STORM WATER MANAGEMENT SYSTEM THE STORM WATER MANAGEMENT SYSTEM STORM WATER MANAGEMENT SYSTEM STORM WATER MANAGEMENT SYSTEM WATER MANAGEMENT SYSTEM WATER MANAGEMENT SYSTEM MANAGEMENT SYSTEM MANAGEMENT SYSTEM SYSTEM SYSTEM STRUCTURES FROM RECEIVING SEDIMENTS ON RAIN EVENTS. 5. THE CONTRACTOR SHALL FIELD ADJUST, RELOCATE IF NEEDED, THE CONTRACTOR SHALL FIELD ADJUST, RELOCATE IF NEEDED, CONTRACTOR SHALL FIELD ADJUST, RELOCATE IF NEEDED, CONTRACTOR SHALL FIELD ADJUST, RELOCATE IF NEEDED, SHALL FIELD ADJUST, RELOCATE IF NEEDED, SHALL FIELD ADJUST, RELOCATE IF NEEDED, FIELD ADJUST, RELOCATE IF NEEDED, FIELD ADJUST, RELOCATE IF NEEDED, ADJUST, RELOCATE IF NEEDED, ADJUST, RELOCATE IF NEEDED, RELOCATE IF NEEDED, RELOCATE IF NEEDED, IF NEEDED, IF NEEDED, NEEDED, NEEDED, THE EROSION CONTROL MEASUREMENTS LOCATED IN THE EROSION CONTROL MEASUREMENTS LOCATED IN THE EROSION CONTROL MEASUREMENTS LOCATED IN THE CONTROL MEASUREMENTS LOCATED IN THE CONTROL MEASUREMENTS LOCATED IN THE MEASUREMENTS LOCATED IN THE MEASUREMENTS LOCATED IN THE LOCATED IN THE LOCATED IN THE IN THE IN THE THE THE PROJECT AS APPROVED BY THE ESC PLAN INSPECTOR. 6. ALL DISTANCES AND ELEVATIONS ARE EXPRESSED IN METERS.ALL DISTANCES AND ELEVATIONS ARE EXPRESSED IN METERS.

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7. THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL SHALL ENSURE THAT THE EROSION CONTROL SHALL ENSURE THAT THE EROSION CONTROL ENSURE THAT THE EROSION CONTROL ENSURE THAT THE EROSION CONTROL THAT THE EROSION CONTROL THAT THE EROSION CONTROL THE EROSION CONTROL THE EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL MEASUREMENTS ARE INSTALLED IN ALL EARTH MOVEMENTS AND ARE INSTALLED IN ALL EARTH MOVEMENTS AND ARE INSTALLED IN ALL EARTH MOVEMENTS AND INSTALLED IN ALL EARTH MOVEMENTS AND INSTALLED IN ALL EARTH MOVEMENTS AND IN ALL EARTH MOVEMENTS AND IN ALL EARTH MOVEMENTS AND ALL EARTH MOVEMENTS AND ALL EARTH MOVEMENTS AND EARTH MOVEMENTS AND EARTH MOVEMENTS AND MOVEMENTS AND MOVEMENTS AND AND AND CLEANING AREAS FOR THE PROJECT. 8. FOR TRUCK WASH AREA LOCATION, THE CONTRACTOR MUST FOR TRUCK WASH AREA LOCATION, THE CONTRACTOR MUST TRUCK WASH AREA LOCATION, THE CONTRACTOR MUST TRUCK WASH AREA LOCATION, THE CONTRACTOR MUST WASH AREA LOCATION, THE CONTRACTOR MUST WASH AREA LOCATION, THE CONTRACTOR MUST AREA LOCATION, THE CONTRACTOR MUST AREA LOCATION, THE CONTRACTOR MUST LOCATION, THE CONTRACTOR MUST LOCATION, THE CONTRACTOR MUST THE CONTRACTOR MUST THE CONTRACTOR MUST CONTRACTOR MUST CONTRACTOR MUST MUST MUST COORDINATE WITH OWNER REPRESENTATIVE AND ESC PLAN WITH OWNER REPRESENTATIVE AND ESC PLAN WITH OWNER REPRESENTATIVE AND ESC PLAN OWNER REPRESENTATIVE AND ESC PLAN OWNER REPRESENTATIVE AND ESC PLAN REPRESENTATIVE AND ESC PLAN REPRESENTATIVE AND ESC PLAN AND ESC PLAN AND ESC PLAN ESC PLAN ESC PLAN PLAN PLAN INSPECTOR. THE CONTRACTOR MUST ADJUST THE LOCATION OF THE CONTRACTOR MUST ADJUST THE LOCATION OF THE CONTRACTOR MUST ADJUST THE LOCATION OF CONTRACTOR MUST ADJUST THE LOCATION OF CONTRACTOR MUST ADJUST THE LOCATION OF MUST ADJUST THE LOCATION OF MUST ADJUST THE LOCATION OF ADJUST THE LOCATION OF ADJUST THE LOCATION OF THE LOCATION OF THE LOCATION OF LOCATION OF LOCATION OF OF OF THE WASH AREA ACCORDING TO PROJECT PROGRESS. THE WASH AREA ACCORDING TO PROJECT PROGRESS. THE WASH AREA ACCORDING TO PROJECT PROGRESS. THE AREA ACCORDING TO PROJECT PROGRESS. THE AREA ACCORDING TO PROJECT PROGRESS. THE ACCORDING TO PROJECT PROGRESS. THE ACCORDING TO PROJECT PROGRESS. THE TO PROJECT PROGRESS. THE TO PROJECT PROGRESS. THE PROJECT PROGRESS. THE PROJECT PROGRESS. THE PROGRESS. THE PROGRESS. THE THE THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR LOCATION SHALL COORDINATE WITH OWNER FOR LOCATION SHALL COORDINATE WITH OWNER FOR LOCATION COORDINATE WITH OWNER FOR LOCATION COORDINATE WITH OWNER FOR LOCATION WITH OWNER FOR LOCATION WITH OWNER FOR LOCATION OWNER FOR LOCATION OWNER FOR LOCATION FOR LOCATION FOR LOCATION LOCATION LOCATION OF POTABLE WATER CONNECTION IF THERE NOT ANY EXISTING POTABLE WATER CONNECTION IF THERE NOT ANY EXISTING POTABLE WATER CONNECTION IF THERE NOT ANY EXISTING WATER CONNECTION IF THERE NOT ANY EXISTING WATER CONNECTION IF THERE NOT ANY EXISTING CONNECTION IF THERE NOT ANY EXISTING CONNECTION IF THERE NOT ANY EXISTING IF THERE NOT ANY EXISTING IF THERE NOT ANY EXISTING THERE NOT ANY EXISTING THERE NOT ANY EXISTING NOT ANY EXISTING NOT ANY EXISTING ANY EXISTING ANY EXISTING EXISTING EXISTING WATER LINE TO CONNECT, THE CONTRACTOR MUST PROVIDE LINE TO CONNECT, THE CONTRACTOR MUST PROVIDE LINE TO CONNECT, THE CONTRACTOR MUST PROVIDE TO CONNECT, THE CONTRACTOR MUST PROVIDE TO CONNECT, THE CONTRACTOR MUST PROVIDE CONNECT, THE CONTRACTOR MUST PROVIDE CONNECT, THE CONTRACTOR MUST PROVIDE THE CONTRACTOR MUST PROVIDE THE CONTRACTOR MUST PROVIDE CONTRACTOR MUST PROVIDE CONTRACTOR MUST PROVIDE MUST PROVIDE MUST PROVIDE PROVIDE PROVIDE NON POTABLE WATER TO WASH TRUCKS PRIOR TO EXIT THE POTABLE WATER TO WASH TRUCKS PRIOR TO EXIT THE POTABLE WATER TO WASH TRUCKS PRIOR TO EXIT THE WATER TO WASH TRUCKS PRIOR TO EXIT THE WATER TO WASH TRUCKS PRIOR TO EXIT THE TO WASH TRUCKS PRIOR TO EXIT THE TO WASH TRUCKS PRIOR TO EXIT THE WASH TRUCKS PRIOR TO EXIT THE WASH TRUCKS PRIOR TO EXIT THE TRUCKS PRIOR TO EXIT THE TRUCKS PRIOR TO EXIT THE PRIOR TO EXIT THE PRIOR TO EXIT THE TO EXIT THE TO EXIT THE EXIT THE EXIT THE THE THE PROJECT. 9.