Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 2 of 4.pdf

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DATUM = 345.00

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EXISTING 2-60" DIA. RCP PIPE TO BE LENGTHENED

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PROPOSED 2-60" DIA. RCP CLASS III PIPE EXTENSION (APPROX. LENGTH=2-2.00)

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PROPOSED 2-60" TYPE B HEADWALL

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ROW LIMIT

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C PROPOSED PR-155

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ROADWAY

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CLEARANCE

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ROW LIMIT

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ROADWAY

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SHOULDER

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EX. ROADWAY

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PROPOSED ROW LIMIT AND BARBED WIRE FENCE

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VARIES

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PROPOSED ROW LIMIT AND BARBED WIRE FENCE

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VARIES

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PRHTA RIGHT OF WAY

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ROADWAY

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CLEARANCE

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ROADWAY

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SHOULDER

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EXISTING ROADWAY

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EXISTING 2-60" DIA. RCP PIPE TO BE LENGTHENED

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PROPOSED 2-60" DIA. RCP CLASS III PIPE EXTENSION (APPROX. LENGTH=2-2.00

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PROPOSED 2-60" TYPE B HEADWALL

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EXISTING COUNTOURS

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PROPOSED COUNTOURS SLOPE VARIES FROM 1.5:1 TO 2:1

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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

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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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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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SCALE: AS SHOWN

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ER-9999(437)

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AC-857579

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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 KM. 1+00.00 TO 2+20.86

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ER-HWY-260, PR-155, KM. 39.10

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GRADING, DRAINAGE PROFILES AND DETAILS

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DR-C

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PR-155

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MOROVIS

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DRAINAGE PROFILE SCALE 1:200

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ER-HWY-260

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BELL/SPIGOT JOINT

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-60"%%C ROC; IF WALL-B = 7" WALL

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-O.D. = 72" <TO BE FIELD VERIFY>

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3. BUTT ENDS: FIELD CUT AS REQUIRED

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4. BRICO LOUPLING:

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-AVAILABLE IN TWO SEGMENTS

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-STANDARD WIDTH = 10"

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2. EXISTING PIPE AND NEW PIPES:

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%%UNOTE:

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EXISTING PIPE

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(ENCASE IN CONCRETE)

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APPROVAL EQUAL

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BRICO COUPLING

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CONCRETE ENCASEMENT

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BUTT ENDS JOINT

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2-60" I.D. NEW PIPE

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(APPROX. LENGTH = 2-1.80

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DRAINAGE PLAN SCALE 1:200

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RCP CONNECTION DETAIL NOT TO SCALE

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1 1/2" EXTERIOR FACE.

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WALLS ...... 3/4" INTERIOR FACE.

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SLABS ON GRADE. 1 1/2" FROM TOP.

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5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS

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2" WITH POLYETHYLENE MEMBRANE (0.006 MILS).

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FOOTINGS ... 3" WHEN CAST AGAINST EARTH.

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SLABS ...... 3/4" FOR #8 BARS OR SMALLER.

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NOTES:

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7. TEMPERATURE REINFORCEMENT SHALL BE PROVIDED IN ALL ONE WAY TEMPERATURE REINFORCEMENT SHALL BE PROVIDED IN ALL ONE WAY REINFORCEMENT SHALL BE PROVIDED IN ALL ONE WAY REINFORCEMENT SHALL BE PROVIDED IN ALL ONE WAY SHALL BE PROVIDED IN ALL ONE WAY SHALL BE PROVIDED IN ALL ONE WAY BE PROVIDED IN ALL ONE WAY BE PROVIDED IN ALL ONE WAY PROVIDED IN ALL ONE WAY PROVIDED IN ALL ONE WAY IN ALL ONE WAY IN ALL ONE WAY ALL ONE WAY ALL ONE WAY ONE WAY ONE WAY WAY WAY SLABS NORMAL TO THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH NORMAL TO THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH NORMAL TO THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH TO THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH TO THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH THE PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH PRINCIPAL REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT IN ACCORDANCE WITH REINFORCEMENT IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH WITH ACI 318-14 BLDG. CODE. 8. THERE SHALL BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS THERE SHALL BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS SHALL BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS SHALL BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS BE NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS NO HORIZONTAL JOINTS IN STRUCTURAL MEMBERS HORIZONTAL JOINTS IN STRUCTURAL MEMBERS HORIZONTAL JOINTS IN STRUCTURAL MEMBERS JOINTS IN STRUCTURAL MEMBERS JOINTS IN STRUCTURAL MEMBERS IN STRUCTURAL MEMBERS IN STRUCTURAL MEMBERS STRUCTURAL MEMBERS STRUCTURAL MEMBERS MEMBERS MEMBERS UNLESS A VERTICAL BULKHEAD AND KEY JOINT IS PROVIDED. 9. CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND SHALL SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND SHALL SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND SUBMIT FOR ENGINEER'S APPROVAL LOCATION AND FOR ENGINEER'S APPROVAL LOCATION AND FOR ENGINEER'S APPROVAL LOCATION AND ENGINEER'S APPROVAL LOCATION AND ENGINEER'S APPROVAL LOCATION AND APPROVAL LOCATION AND APPROVAL LOCATION AND LOCATION AND LOCATION AND AND AND DETAILS OF CONSTRUCTION JOINTS ON SLABS AND BEAMS, AND IN ANY OF CONSTRUCTION JOINTS ON SLABS AND BEAMS, AND IN ANY OF CONSTRUCTION JOINTS ON SLABS AND BEAMS, AND IN ANY CONSTRUCTION JOINTS ON SLABS AND BEAMS, AND IN ANY CONSTRUCTION JOINTS ON SLABS AND BEAMS, AND IN ANY JOINTS ON SLABS AND BEAMS, AND IN ANY JOINTS ON SLABS AND BEAMS, AND IN ANY ON SLABS AND BEAMS, AND IN ANY ON SLABS AND BEAMS, AND IN ANY SLABS AND BEAMS, AND IN ANY SLABS AND BEAMS, AND IN ANY AND BEAMS, AND IN ANY AND BEAMS, AND IN ANY BEAMS, AND IN ANY BEAMS, AND IN ANY AND IN ANY AND IN ANY IN ANY IN ANY ANY ANY OTHER STRUCTURAL MEMBERS. 10. PROVISIONS FOR DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE PROVISIONS FOR DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE FOR DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE FOR DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE DETAILS NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE NOT SPECIFICALLY DRAWN SHALL BE MADE BY THE SPECIFICALLY DRAWN SHALL BE MADE BY THE SPECIFICALLY DRAWN SHALL BE MADE BY THE DRAWN SHALL BE MADE BY THE DRAWN SHALL BE MADE BY THE DRAWN SHALL BE MADE BY THE SHALL BE MADE BY THE SHALL BE MADE BY THE BE MADE BY THE BE MADE BY THE MADE BY THE MADE BY THE BY THE BY THE THE THE CONTRACTOR IN ACCORDANCE WITH THE ACI 318-08 BUILDING CODE AND/OR IN ACCORDANCE WITH THE ACI 318-08 BUILDING CODE AND/OR IN ACCORDANCE WITH THE ACI 318-08 BUILDING CODE AND/OR ACCORDANCE WITH THE ACI 318-08 BUILDING CODE AND/OR ACCORDANCE WITH THE ACI 318-08 BUILDING CODE AND/OR WITH THE ACI 318-08 BUILDING CODE AND/OR WITH THE ACI 318-08 BUILDING CODE AND/OR THE ACI 318-08 BUILDING CODE AND/OR THE ACI 318-08 BUILDING CODE AND/OR ACI 318-08 BUILDING CODE AND/OR ACI 318-08 BUILDING CODE AND/OR 318-08 BUILDING CODE AND/OR 318-08 BUILDING CODE AND/OR BUILDING CODE AND/OR BUILDING CODE AND/OR CODE AND/OR CODE AND/OR AND/OR AND/OR AISC SPECIFICATIONS AND CLARIFIED WITH THE DESIGNER. 11. ALL TESTS FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, ALL TESTS FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, TESTS FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, TESTS FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, FOR PROPERTIES OF CONCRETE AGGREGATES, CEMENT, PROPERTIES OF CONCRETE AGGREGATES, CEMENT, PROPERTIES OF CONCRETE AGGREGATES, CEMENT, OF CONCRETE AGGREGATES, CEMENT, OF CONCRETE AGGREGATES, CEMENT, CONCRETE AGGREGATES, CEMENT, CONCRETE AGGREGATES, CEMENT, AGGREGATES, CEMENT, AGGREGATES, CEMENT, CEMENT, CEMENT, CONCRETE STRENGTH BY CYLINDERS, SLUMP TESTS AND VIBRATION OF STRENGTH BY CYLINDERS, SLUMP TESTS AND VIBRATION OF STRENGTH BY CYLINDERS, SLUMP TESTS AND VIBRATION OF BY CYLINDERS, SLUMP TESTS AND VIBRATION OF BY CYLINDERS, SLUMP TESTS AND VIBRATION OF CYLINDERS, SLUMP TESTS AND VIBRATION OF CYLINDERS, SLUMP TESTS AND VIBRATION OF SLUMP TESTS AND VIBRATION OF SLUMP TESTS AND VIBRATION OF TESTS AND VIBRATION OF TESTS AND VIBRATION OF AND VIBRATION OF AND VIBRATION OF VIBRATION OF VIBRATION OF OF OF CONCRETE AND OTHER TESTS REQUIRED FOR CONCRETE IN THE AND OTHER TESTS REQUIRED FOR CONCRETE IN THE AND OTHER TESTS REQUIRED FOR CONCRETE IN THE OTHER TESTS REQUIRED FOR CONCRETE IN THE OTHER TESTS REQUIRED FOR CONCRETE IN THE TESTS REQUIRED FOR CONCRETE IN THE TESTS REQUIRED FOR CONCRETE IN THE REQUIRED FOR CONCRETE IN THE REQUIRED FOR CONCRETE IN THE FOR CONCRETE IN THE FOR CONCRETE IN THE CONCRETE IN THE CONCRETE IN THE IN THE IN THE THE THE SPECIFICATIONS, SHALL BE PERFORMED UNDER THE SUPERVISION OF A SHALL BE PERFORMED UNDER THE SUPERVISION OF A SHALL BE PERFORMED UNDER THE SUPERVISION OF A BE PERFORMED UNDER THE SUPERVISION OF A BE PERFORMED UNDER THE SUPERVISION OF A PERFORMED UNDER THE SUPERVISION OF A PERFORMED UNDER THE SUPERVISION OF A UNDER THE SUPERVISION OF A UNDER THE SUPERVISION OF A THE SUPERVISION OF A THE SUPERVISION OF A SUPERVISION OF A SUPERVISION OF A OF A OF A A A CERTIFIED TESTING LABORATORY TO BE APPROVED BY THE OWNER AND TESTING LABORATORY TO BE APPROVED BY THE OWNER AND TESTING LABORATORY TO BE APPROVED BY THE OWNER AND LABORATORY TO BE APPROVED BY THE OWNER AND LABORATORY TO BE APPROVED BY THE OWNER AND TO BE APPROVED BY THE OWNER AND TO BE APPROVED BY THE OWNER AND BE APPROVED BY THE OWNER AND BE APPROVED BY THE OWNER AND APPROVED BY THE OWNER AND APPROVED BY THE OWNER AND BY THE OWNER AND BY THE OWNER AND THE OWNER AND THE OWNER AND OWNER AND OWNER AND AND AND ARCHITECTS/ENGINEERS.

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1. ALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL ALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL SYMBOLS AND STRESSES AS WELL AS CONCRETE WORK SHALL AND STRESSES AS WELL AS CONCRETE WORK SHALL AND STRESSES AS WELL AS CONCRETE WORK SHALL AND STRESSES AS WELL AS CONCRETE WORK SHALL STRESSES AS WELL AS CONCRETE WORK SHALL STRESSES AS WELL AS CONCRETE WORK SHALL STRESSES AS WELL AS CONCRETE WORK SHALL AS WELL AS CONCRETE WORK SHALL AS WELL AS CONCRETE WORK SHALL WELL AS CONCRETE WORK SHALL WELL AS CONCRETE WORK SHALL AS CONCRETE WORK SHALL AS CONCRETE WORK SHALL CONCRETE WORK SHALL CONCRETE WORK SHALL WORK SHALL WORK SHALL WORK SHALL SHALL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE TO THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE TO THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE THE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE STANDARDS OF THE AMERICAN CONCRETE INSTITUTE OF THE AMERICAN CONCRETE INSTITUTE OF THE AMERICAN CONCRETE INSTITUTE THE AMERICAN CONCRETE INSTITUTE THE AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE CONCRETE INSTITUTE CONCRETE INSTITUTE INSTITUTE INSTITUTE (ACI 318-14) 2. ALL CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE ALL CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE SHALL BE AN ULTIMATE STRENGTH DESIGN CONCRETE BE AN ULTIMATE STRENGTH DESIGN CONCRETE BE AN ULTIMATE STRENGTH DESIGN CONCRETE BE AN ULTIMATE STRENGTH DESIGN CONCRETE AN ULTIMATE STRENGTH DESIGN CONCRETE AN ULTIMATE STRENGTH DESIGN CONCRETE ULTIMATE STRENGTH DESIGN CONCRETE ULTIMATE STRENGTH DESIGN CONCRETE STRENGTH DESIGN CONCRETE STRENGTH DESIGN CONCRETE DESIGN CONCRETE DESIGN CONCRETE CONCRETE CONCRETE PROPORTIONED TO MEET A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED TO MEET A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED TO MEET A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED MEET A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED MEET A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED A SPECIFIED 28-DAYS STRENGTH AS SPECIFIED SPECIFIED 28-DAYS STRENGTH AS SPECIFIED SPECIFIED 28-DAYS STRENGTH AS SPECIFIED 28-DAYS STRENGTH AS SPECIFIED 28-DAYS STRENGTH AS SPECIFIED STRENGTH AS SPECIFIED STRENGTH AS SPECIFIED AS SPECIFIED AS SPECIFIED SPECIFIED SPECIFIED BELOW WITH A MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. WITH A MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. WITH A MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. A MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. A MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. MAXIMUM WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. WATER CEMENT RATIO OF 0.5. CEMENT TYPE 1. CEMENT RATIO OF 0.5. CEMENT TYPE 1. CEMENT RATIO OF 0.5. CEMENT TYPE 1. RATIO OF 0.5. CEMENT TYPE 1. RATIO OF 0.5. CEMENT TYPE 1. OF 0.5. CEMENT TYPE 1. OF 0.5. CEMENT TYPE 1. 0.5. CEMENT TYPE 1. 0.5. CEMENT TYPE 1. CEMENT TYPE 1. CEMENT TYPE 1. TYPE 1. TYPE 1. 1. 1. CONCRETE SLUMP SHALL BE 6" INCHES MAXIMUM.

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3. ALL REINFORCING BARS SHALL BE HIGH TENSILE DEFORMED TYPE ALL REINFORCING BARS SHALL BE HIGH TENSILE DEFORMED TYPE MEETING ASTM A-615 GRADE 60. 4. ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALL BE ALL LAPPING, BENDING AND PLACING OF REINFORCEMENT SHALL BE DONE IN ACCORDANCE WITH ACI STANDARD BUILDING CODE. UNLESS OTHERWISE SHOWN ON DWG. TENSION SPLICES SHALL BE AS FOLLOWS:

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6. CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT CONCRETE ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT ITEMS AND REINFORCEMENT SHALL BE ERECTED IN STRICT AND REINFORCEMENT SHALL BE ERECTED IN STRICT AND REINFORCEMENT SHALL BE ERECTED IN STRICT REINFORCEMENT SHALL BE ERECTED IN STRICT REINFORCEMENT SHALL BE ERECTED IN STRICT SHALL BE ERECTED IN STRICT SHALL BE ERECTED IN STRICT BE ERECTED IN STRICT BE ERECTED IN STRICT ERECTED IN STRICT ERECTED IN STRICT IN STRICT IN STRICT STRICT STRICT ACCORDANCE WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS WITH OWNER APPROVED SHOP AND ERECTION DRAWINGS OWNER APPROVED SHOP AND ERECTION DRAWINGS OWNER APPROVED SHOP AND ERECTION DRAWINGS APPROVED SHOP AND ERECTION DRAWINGS APPROVED SHOP AND ERECTION DRAWINGS SHOP AND ERECTION DRAWINGS SHOP AND ERECTION DRAWINGS AND ERECTION DRAWINGS AND ERECTION DRAWINGS ERECTION DRAWINGS ERECTION DRAWINGS DRAWINGS DRAWINGS FOLLOWING THE DETAILS SHOWN ON PLANS.

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5,000 PSI (CLASS D)

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FOUNDATIONS

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WALLS

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5,000 PSI (CLASS D)

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12. POURING OF CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT POURING OF CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT OF CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT OF CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT CONCRETE SHALL NOT BE STARTED UNTIL REINFORCEMENT SHALL NOT BE STARTED UNTIL REINFORCEMENT SHALL NOT BE STARTED UNTIL REINFORCEMENT NOT BE STARTED UNTIL REINFORCEMENT NOT BE STARTED UNTIL REINFORCEMENT BE STARTED UNTIL REINFORCEMENT BE STARTED UNTIL REINFORCEMENT STARTED UNTIL REINFORCEMENT STARTED UNTIL REINFORCEMENT UNTIL REINFORCEMENT UNTIL REINFORCEMENT REINFORCEMENT REINFORCEMENT HAS BEEN PLACED AND APPROVED BY THE ENGINEER OR HIS BEEN PLACED AND APPROVED BY THE ENGINEER OR HIS BEEN PLACED AND APPROVED BY THE ENGINEER OR HIS PLACED AND APPROVED BY THE ENGINEER OR HIS PLACED AND APPROVED BY THE ENGINEER OR HIS AND APPROVED BY THE ENGINEER OR HIS AND APPROVED BY THE ENGINEER OR HIS APPROVED BY THE ENGINEER OR HIS APPROVED BY THE ENGINEER OR HIS BY THE ENGINEER OR HIS BY THE ENGINEER OR HIS THE ENGINEER OR HIS THE ENGINEER OR HIS ENGINEER OR HIS ENGINEER OR HIS OR HIS OR HIS HIS HIS AUTHORIZED REPRESENTATIVE. 13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SHALL NOT BE DROPPED THROUGH REINFORCING STEEL NOT BE DROPPED THROUGH REINFORCING STEEL NOT BE DROPPED THROUGH REINFORCING STEEL NOT BE DROPPED THROUGH REINFORCING STEEL BE DROPPED THROUGH REINFORCING STEEL BE DROPPED THROUGH REINFORCING STEEL BE DROPPED THROUGH REINFORCING STEEL DROPPED THROUGH REINFORCING STEEL DROPPED THROUGH REINFORCING STEEL THROUGH REINFORCING STEEL THROUGH REINFORCING STEEL THROUGH REINFORCING STEEL REINFORCING STEEL REINFORCING STEEL REINFORCING STEEL STEEL STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN SO AS TO CAUSE SEGREGATION OF AGGREGATES; IN AS TO CAUSE SEGREGATION OF AGGREGATES; IN AS TO CAUSE SEGREGATION OF AGGREGATES; IN AS TO CAUSE SEGREGATION OF AGGREGATES; IN TO CAUSE SEGREGATION OF AGGREGATES; IN TO CAUSE SEGREGATION OF AGGREGATES; IN CAUSE SEGREGATION OF AGGREGATES; IN CAUSE SEGREGATION OF AGGREGATES; IN CAUSE SEGREGATION OF AGGREGATES; IN SEGREGATION OF AGGREGATES; IN SEGREGATION OF AGGREGATES; IN OF AGGREGATES; IN OF AGGREGATES; IN AGGREGATES; IN AGGREGATES; IN IN IN SUCH CASES, HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. CASES, HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. CASES, HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. HOPPERS OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. OR VERTICAL CHUTES OR TRUNKS SHALL BE USED. VERTICAL CHUTES OR TRUNKS SHALL BE USED. VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE USED. OR TRUNKS SHALL BE USED. OR TRUNKS SHALL BE USED. TRUNKS SHALL BE USED. TRUNKS SHALL BE USED. SHALL BE USED. SHALL BE USED. BE USED. BE USED. USED. USED. USED. FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 4'-0". 14. ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED AND NOTES SHOWN ON DRAWINGS ARE INTENDED AND NOTES SHOWN ON DRAWINGS ARE INTENDED NOTES SHOWN ON DRAWINGS ARE INTENDED NOTES SHOWN ON DRAWINGS ARE INTENDED SHOWN ON DRAWINGS ARE INTENDED SHOWN ON DRAWINGS ARE INTENDED ON DRAWINGS ARE INTENDED ON DRAWINGS ARE INTENDED DRAWINGS ARE INTENDED DRAWINGS ARE INTENDED ARE INTENDED ARE INTENDED INTENDED INTENDED INTENDED INTENDED INTENDED INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE APPLY TO SIMILAR SITUATIONS ELSEWHERE APPLY TO SIMILAR SITUATIONS ELSEWHERE TO SIMILAR SITUATIONS ELSEWHERE TO SIMILAR SITUATIONS ELSEWHERE SIMILAR SITUATIONS ELSEWHERE SIMILAR SITUATIONS ELSEWHERE SITUATIONS ELSEWHERE SITUATIONS ELSEWHERE ELSEWHERE ELSEWHERE ELSEWHERE UNLESS OTHERWISE NOTED. 15. AT HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE AT HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE IN WALLS & COLUMNS, THE LOWER SURFACE IN WALLS & COLUMNS, THE LOWER SURFACE WALLS & COLUMNS, THE LOWER SURFACE WALLS & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE THE LOWER SURFACE THE LOWER SURFACE LOWER SURFACE LOWER SURFACE SURFACE SURFACE SHALL BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE CLEANED AND ALL WEAK OR LOOSE CONCRETE CLEANED AND ALL WEAK OR LOOSE CONCRETE AND ALL WEAK OR LOOSE CONCRETE AND ALL WEAK OR LOOSE CONCRETE ALL WEAK OR LOOSE CONCRETE ALL WEAK OR LOOSE CONCRETE WEAK OR LOOSE CONCRETE WEAK OR LOOSE CONCRETE OR LOOSE CONCRETE OR LOOSE CONCRETE LOOSE CONCRETE LOOSE CONCRETE CONCRETE CONCRETE REMOVED FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE THERE BEFORE POURING THE UPPER CONCRETE. (SEE THERE BEFORE POURING THE UPPER CONCRETE. (SEE BEFORE POURING THE UPPER CONCRETE. (SEE BEFORE POURING THE UPPER CONCRETE. (SEE POURING THE UPPER CONCRETE. (SEE POURING THE UPPER CONCRETE. (SEE THE UPPER CONCRETE. (SEE THE UPPER CONCRETE. (SEE UPPER CONCRETE. (SEE UPPER CONCRETE. (SEE CONCRETE. (SEE CONCRETE. (SEE (SEE (SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE NO JOINTS SHALL BE NO JOINTS SHALL BE JOINTS SHALL BE JOINTS SHALL BE SHALL BE SHALL BE BE BE BE BE COVERED WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL WITHOUT A VISUAL WITHOUT A VISUAL WITHOUT A VISUAL A VISUAL A VISUAL A VISUAL VISUAL VISUAL VISUAL EXAMINATION AND APPROVAL BY THE INSPECTOR.

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16. AT HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE AT HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE HORIZONTAL JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE JOINTS IN WALLS & COLUMNS, THE LOWER SURFACE IN WALLS & COLUMNS, THE LOWER SURFACE IN WALLS & COLUMNS, THE LOWER SURFACE WALLS & COLUMNS, THE LOWER SURFACE WALLS & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE & COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE COLUMNS, THE LOWER SURFACE THE LOWER SURFACE THE LOWER SURFACE LOWER SURFACE LOWER SURFACE SURFACE SURFACE SHALL BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE BE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE THOROUGHLY CLEANED AND ALL WEAK OR LOOSE CONCRETE CLEANED AND ALL WEAK OR LOOSE CONCRETE CLEANED AND ALL WEAK OR LOOSE CONCRETE AND ALL WEAK OR LOOSE CONCRETE AND ALL WEAK OR LOOSE CONCRETE ALL WEAK OR LOOSE CONCRETE ALL WEAK OR LOOSE CONCRETE WEAK OR LOOSE CONCRETE WEAK OR LOOSE CONCRETE OR LOOSE CONCRETE OR LOOSE CONCRETE LOOSE CONCRETE LOOSE CONCRETE CONCRETE CONCRETE REMOVED FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE FROM THERE BEFORE POURING THE UPPER CONCRETE. (SEE THERE BEFORE POURING THE UPPER CONCRETE. (SEE THERE BEFORE POURING THE UPPER CONCRETE. (SEE BEFORE POURING THE UPPER CONCRETE. (SEE BEFORE POURING THE UPPER CONCRETE. (SEE POURING THE UPPER CONCRETE. (SEE POURING THE UPPER CONCRETE. (SEE THE UPPER CONCRETE. (SEE THE UPPER CONCRETE. (SEE UPPER CONCRETE. (SEE UPPER CONCRETE. (SEE CONCRETE. (SEE CONCRETE. (SEE (SEE (SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE FOR ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE ADDITIONAL REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE REQUIREMENTS). NO JOINTS SHALL BE NO JOINTS SHALL BE NO JOINTS SHALL BE JOINTS SHALL BE JOINTS SHALL BE SHALL BE SHALL BE BE BE BE BE COVERED WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL WITH PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL PLASTER OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OR OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL OTHERWISE WITHOUT A VISUAL WITHOUT A VISUAL WITHOUT A VISUAL WITHOUT A VISUAL A VISUAL A VISUAL A VISUAL VISUAL VISUAL VISUAL EXAMINATION AND APPROVAL BY THE INSPECTOR. 17. NO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED WITH NO DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED WITH DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED WITH DEFECTIVE CONCRETE SHALL BE CORRECTED OR COVERED WITH CONCRETE SHALL BE CORRECTED OR COVERED WITH CONCRETE SHALL BE CORRECTED OR COVERED WITH SHALL BE CORRECTED OR COVERED WITH SHALL BE CORRECTED OR COVERED WITH BE CORRECTED OR COVERED WITH BE CORRECTED OR COVERED WITH CORRECTED OR COVERED WITH CORRECTED OR COVERED WITH OR COVERED WITH OR COVERED WITH COVERED WITH COVERED WITH WITH WITH MORTAR, PLASTER, ETC. WITHOUT THE INSPECTOR'S APPROVAL. 18. THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE THE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE SIZE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE OF NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE NAILS AND SIMILAR FASTENERS DRIVEN INTO CONCRETE AND SIMILAR FASTENERS DRIVEN INTO CONCRETE AND SIMILAR FASTENERS DRIVEN INTO CONCRETE SIMILAR FASTENERS DRIVEN INTO CONCRETE SIMILAR FASTENERS DRIVEN INTO CONCRETE SIMILAR FASTENERS DRIVEN INTO CONCRETE FASTENERS DRIVEN INTO CONCRETE FASTENERS DRIVEN INTO CONCRETE FASTENERS DRIVEN INTO CONCRETE DRIVEN INTO CONCRETE DRIVEN INTO CONCRETE DRIVEN INTO CONCRETE INTO CONCRETE INTO CONCRETE CONCRETE CONCRETE SHALL BE SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF BE SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF BE SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF SUCH, AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF AS NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF NOT TO CRACK OR IMPAIR IT. NEVERTHELESS, IF TO CRACK OR IMPAIR IT. NEVERTHELESS, IF TO CRACK OR IMPAIR IT. NEVERTHELESS, IF CRACK OR IMPAIR IT. NEVERTHELESS, IF CRACK OR IMPAIR IT. NEVERTHELESS, IF OR IMPAIR IT. NEVERTHELESS, IF OR IMPAIR IT. NEVERTHELESS, IF IMPAIR IT. NEVERTHELESS, IF IMPAIR IT. NEVERTHELESS, IF IT. NEVERTHELESS, IF IT. NEVERTHELESS, IF NEVERTHELESS, IF NEVERTHELESS, IF NEVERTHELESS, IF IF IF THE CONCRETE IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER CONCRETE IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER CONCRETE IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER IS DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER DAMAGED, IT SHALL BE PROPERLY REPAIRED AFTER IT SHALL BE PROPERLY REPAIRED AFTER IT SHALL BE PROPERLY REPAIRED AFTER SHALL BE PROPERLY REPAIRED AFTER SHALL BE PROPERLY REPAIRED AFTER BE PROPERLY REPAIRED AFTER BE PROPERLY REPAIRED AFTER PROPERLY REPAIRED AFTER PROPERLY REPAIRED AFTER REPAIRED AFTER REPAIRED AFTER AFTER AFTER REMOVING THE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE THE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE THE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE THE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE DAMAGED PORTION AND SUITABLE JOINT SURFACES ARE PORTION AND SUITABLE JOINT SURFACES ARE PORTION AND SUITABLE JOINT SURFACES ARE AND SUITABLE JOINT SURFACES ARE AND SUITABLE JOINT SURFACES ARE SUITABLE JOINT SURFACES ARE SUITABLE JOINT SURFACES ARE JOINT SURFACES ARE JOINT SURFACES ARE SURFACES ARE SURFACES ARE ARE ARE PROVIDED. 19. ALL FORM WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER ALL FORM WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FORM WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FORM WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER WORK FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FOR FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER FLEXURAL MEMBERS SHALL BE BUILT WITH CAMBER MEMBERS SHALL BE BUILT WITH CAMBER MEMBERS SHALL BE BUILT WITH CAMBER SHALL BE BUILT WITH CAMBER SHALL BE BUILT WITH CAMBER BE BUILT WITH CAMBER BE BUILT WITH CAMBER BUILT WITH CAMBER BUILT WITH CAMBER WITH CAMBER WITH CAMBER CAMBER CAMBER CORRESPONDING TO ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD TO ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD TO ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD TO ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD ITS OWN DEFORMATION PLUS THE STRUCTURE DEAD OWN DEFORMATION PLUS THE STRUCTURE DEAD OWN DEFORMATION PLUS THE STRUCTURE DEAD DEFORMATION PLUS THE STRUCTURE DEAD DEFORMATION PLUS THE STRUCTURE DEAD PLUS THE STRUCTURE DEAD PLUS THE STRUCTURE DEAD THE STRUCTURE DEAD THE STRUCTURE DEAD STRUCTURE DEAD STRUCTURE DEAD DEAD DEAD LOAD DEFORMATIONS. IN DETERMINING THE AMOUNT OF CAMBER THE DEFORMATIONS. IN DETERMINING THE AMOUNT OF CAMBER THE DEFORMATIONS. IN DETERMINING THE AMOUNT OF CAMBER THE DEFORMATIONS. IN DETERMINING THE AMOUNT OF CAMBER THE IN DETERMINING THE AMOUNT OF CAMBER THE IN DETERMINING THE AMOUNT OF CAMBER THE DETERMINING THE AMOUNT OF CAMBER THE DETERMINING THE AMOUNT OF CAMBER THE DETERMINING THE AMOUNT OF CAMBER THE THE AMOUNT OF CAMBER THE THE AMOUNT OF CAMBER THE THE AMOUNT OF CAMBER THE AMOUNT OF CAMBER THE AMOUNT OF CAMBER THE OF CAMBER THE OF CAMBER THE OF CAMBER THE CAMBER THE CAMBER THE THE THE CONTRACTOR SHALL HAVE THE ASSISTANCE OF THE DESIGNER WHENEVER SO SHALL HAVE THE ASSISTANCE OF THE DESIGNER WHENEVER SO SHALL HAVE THE ASSISTANCE OF THE DESIGNER WHENEVER SO HAVE THE ASSISTANCE OF THE DESIGNER WHENEVER SO HAVE THE ASSISTANCE OF THE DESIGNER WHENEVER SO THE ASSISTANCE OF THE DESIGNER WHENEVER SO THE ASSISTANCE OF THE DESIGNER WHENEVER SO ASSISTANCE OF THE DESIGNER WHENEVER SO ASSISTANCE OF THE DESIGNER WHENEVER SO OF THE DESIGNER WHENEVER SO OF THE DESIGNER WHENEVER SO THE DESIGNER WHENEVER SO THE DESIGNER WHENEVER SO DESIGNER WHENEVER SO DESIGNER WHENEVER SO WHENEVER SO WHENEVER SO SO SO REQUESTED. 20. ALL REINFORCING STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO ALL REINFORCING STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO REINFORCING STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO REINFORCING STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO REINFORCING STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO STEEL WELDED TO FABRICATED STEEL SHALL CONFORM TO WELDED TO FABRICATED STEEL SHALL CONFORM TO WELDED TO FABRICATED STEEL SHALL CONFORM TO TO FABRICATED STEEL SHALL CONFORM TO TO FABRICATED STEEL SHALL CONFORM TO FABRICATED STEEL SHALL CONFORM TO FABRICATED STEEL SHALL CONFORM TO STEEL SHALL CONFORM TO STEEL SHALL CONFORM TO SHALL CONFORM TO SHALL CONFORM TO CONFORM TO CONFORM TO TO TO LATEST STRUCTURAL WELDING CODE - ANSI/AWS D1.4 FROM THE AMERICAN STRUCTURAL WELDING CODE - ANSI/AWS D1.4 FROM THE AMERICAN STRUCTURAL WELDING CODE - ANSI/AWS D1.4 FROM THE AMERICAN WELDING CODE - ANSI/AWS D1.4 FROM THE AMERICAN WELDING CODE - ANSI/AWS D1.4 FROM THE AMERICAN CODE - ANSI/AWS D1.4 FROM THE AMERICAN CODE - ANSI/AWS D1.4 FROM THE AMERICAN - ANSI/AWS D1.4 FROM THE AMERICAN - ANSI/AWS D1.4 FROM THE AMERICAN ANSI/AWS D1.4 FROM THE AMERICAN ANSI/AWS D1.4 FROM THE AMERICAN D1.4 FROM THE AMERICAN D1.4 FROM THE AMERICAN FROM THE AMERICAN FROM THE AMERICAN THE AMERICAN THE AMERICAN AMERICAN AMERICAN WELDING CODE.

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FOUNDATIONS:

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1. FOUNDATIONS HAS BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 FOUNDATIONS HAS BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 HAS BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 HAS BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 BEEN DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 DESIGNED ASSUMING A BEARING CAPACITY OF 4,000 ASSUMING A BEARING CAPACITY OF 4,000 ASSUMING A BEARING CAPACITY OF 4,000 A BEARING CAPACITY OF 4,000 A BEARING CAPACITY OF 4,000 BEARING CAPACITY OF 4,000 BEARING CAPACITY OF 4,000 CAPACITY OF 4,000 CAPACITY OF 4,000 OF 4,000 OF 4,000 4,000 4,000 PSF OBTAINING SOIL REPORT BY GEOCIM.

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CHANNELS

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3,000 PSI (CLASS A)

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1. CONNECTION FROM EXISTING PIPE TO PIPE WILL BE SUBSIDIARY OBLIGATION OF THE CONTRACTOR WITH ITS COST INCLUDED IN THE UNIT PRICE FOR THE RESPECTIVE 60" DIA. REINF. CONC. PIPE.

" P

IP

E

" P

IP

E

TO VEGA ALTA

TO OROCOVIS

"Ø

ER-HWY-260-1

ER-HWY-260-2

1+00

1+20

1+40

1+60

1+80

2+00

2+20

2+20.86

"Ø

AREA DE LAVADO DE GOMAS

TODO VEHICULO PESADO DEBE

DETENERSE AQUI ANTES DE

ABANDONAR EL PROYECTO

R=0.102

R=0.076

0.076

0.076

0.076

0.076

0.076

0.076

0.051

0.051

0.051

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MARIA V LATORRE CRUZ 193-006-292-07

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PRHTA RIGHT OF WAY

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SUCESION SANTOS SANTIAGO

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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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CONTROL POINT ER-HWY-260-1

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CONTROL POINT ER-HWY-260-2

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CENTER LINE PROPOSED PROJECT

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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EXISTING R.O.W. LIMIT

AutoCAD SHX Text 358.16

AutoCAD SHX Text 358.44

AutoCAD SHX Text 358.62

AutoCAD SHX Text 358.93

AutoCAD SHX Text 359.19

AutoCAD SHX Text 359.40

AutoCAD SHX Text 359.69

AutoCAD SHX Text 360.25

AutoCAD SHX Text 360.82

AutoCAD SHX Text 364.22

AutoCAD SHX Text 363.16

AutoCAD SHX Text 361.47

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WASHOUT TRUCK STATION CRUSH STONE

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TEMPORARY SIGN

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EC-C/1

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EC-C/1

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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WASHOUT TRUCK STATION CRUSH STONE

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TEMPORARY SIGN

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EC-C/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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SILT FENCE

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SILT FENCE AND STRAW BALE

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SILT FENCE BEGINS

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SILT FENCE BEGINS

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SILT FENCE ENDS

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SILT FENCE ENDS

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SILT FENCE BEGIN

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SILT FENCE ENDS

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SILT FENCE

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SILT FENCE ENDS

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SILT FENCE

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SILT FENCE BEGINS

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SILT FENCE

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SILT FENCE ENDS

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SILT FENCE

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SILT FENCE BEGINS

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SILT FENCE

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SILT FENCE

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SILT FENCE AND STRAW BALE BEGINS AND SILT FENCE ENDS

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SILT FENCE AND STRAW BALE

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SILT FENCE AND STRAW BALE ENDS

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SILT FENCE AND STRAW BALE BEGINS

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SILT FENCE

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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-C/1

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TEMPORARY SIGN DETAIL

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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-C/1

AutoCAD SHX Text 1.524

AutoCAD SHX Text 0.610

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CRUSHED STONE DETAIL

AutoCAD SHX Text 13.106

AutoCAD SHX Text 18.288

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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-C/1

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BERM

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EARTH

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EARTH BERML

AutoCAD SHX Text CRUSHED STONES FOR TRUCKS WHEEL WASHING THICKNESS 0.152 TO 0.305. THE STONE SHOULD BE 1.067 DIAMETER.

AutoCAD SHX Text 4.572

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TRUCK WASHOUT STATION

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TYPICAL BARRIER DETAIL

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EXIST. GROUND

AutoCAD SHX Text STEEL BARS OR 0.0508 x 0.0508 WOOD STICKS OR APPROVED EQUAL

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WIRE TIED HAY STACKS

AutoCAD SHX Text 0.457

AutoCAD SHX Text 0.102

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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-C/1

AutoCAD SHX Text STEEL BARS OR 0.102 x 0.102 x 0.914 WOOD STICKS AT 1.829 C. TO C. OR APPROVED EQUAL

AutoCAD SHX Text 0.204

AutoCAD SHX Text 0.457

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EC-C/1

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SCALE:

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INLET STRAW BALE

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SEDIMENT PROTECTION

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FILTERED WATER

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RUNOFF

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STRAW BALES STAKED WITH TWO STAKES PER BALE

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PLAN

AutoCAD SHX Text APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT ) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.

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SCALE:

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EC-C/1

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SECTION

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EC-C/1

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STEEL BARS OR 0.102 X 0.102 X 0.914 WOOD STICKS OR APPROVED EQUAL

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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 KM. 1+00.00 TO 2+20.86

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ER-HWY-260, PR-155, KM. 39.10

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EROSION CONTROL PLAN

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EC-C

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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-260

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WITH STRAW BALE

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PROPOSED SILT FENCE

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PROPOSED SILT FENCE

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%%ULEGEND:

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PROPOSED RC. PIPE

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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.