Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 2 of 3.pdf

PDF 16 MB Posted

Attached to
Landslide Repairs in Morovis, Puerto Rico
Solicitation number
693C73-24-B-000015
Issued by

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Written by GovTribe AI ·

This document is an Amendment to plans for the Landslide Repairs in Morovis, Puerto Rico project, Solicitation Number 693C73-24-B-000015. The project consists of repairing landslides and washouts on PR-155 and PR-159 caused by Hurricanes Irma and Maria. The work includes embankment reconstruction, wall construction, drainage system installation, milling and overlay, pavement reconstruction, removal and replacement of guardrails, signage, and other miscellaneous work. The project is expected to cost between $10,000,000 to $15,000,000 and will be split into multiple work schedules/contract options. Sealed bids from certified Small Business Concerns only will be accepted. Bid documents should be issued on or about July 23, 2024 and the bid due date and location will be specified in the Solicitation. All documents are available on www.sam.gov and prospective contractors must be registered in the System for Award Management (SAM) database prior to submitting an offer.

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Gutter Line/Edge of Shldr.

0.10

0.

0.

1'-6 1/2"

Note:

1. If short C.I.P. barrier sections are to be constructed adjacent to precast barrier sections, then this sections dimensions shall be adjusted to conform to the precast dimensions.

2. Elevations shown are at the labeled gutter point.

Optional Reveal

0.0125 Chamfer

3 - #9 Shear Dowels

0.33

M in

Bond Breaker Material

M ax

0.025 Styrofoam

0.0125 Expansion Joint Material

Silicon Sealant Joint

Top of C.I.P. Traffic Barrier

0.018 Radius

SHOTCRETE

Ap pr oa ch

Sl ab

Finished Grade

Note:

1. All longitudinal bars are #4 as shown

2. Concrete cover 0.05 (Typ.)

#5A @ 0.20 O.C.

#5C @ 0.40 O.C.

#5B @ 0.20 O.C.

#5P @ 0.20 O.C.

#4 Rebar (Typ.)Finished Grade

Shotcrete wall

#4A @ 0.40 O.C.

0.04 CIR. MIN.

AutoCAD SHX Text

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LEGEND

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AutoCAD SHX Text + NAIL NAIL + VERTICAL TEST NAIL VERTICAL TEST NAIL 2 NAIL ROW NAIL ROW (360.25) NAIL ELEVATION NAIL ELEVATION [361.20] GRADE ELEVATION GRADE ELEVATION L DRILLED LENGTH DRILLED LENGTH OF NAIL BAR STEEL BAR SIZE STEEL BAR SIZE Qi NOMINAL PULLOUT NOMINAL PULLOUT RESISTANCE Sh HORIZONTAL NAIL HORIZONTAL NAIL SPACING Sv VERTICAL NAIL VERTICAL NAIL SPACING

AutoCAD SHX Text 6.10

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AutoCAD SHX Text # 8

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AutoCAD SHX Text L

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BAR

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SEGMENT A

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ROW

AutoCAD SHX Text 6.10

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AutoCAD SHX Text 6.10

AutoCAD SHX Text X

AutoCAD SHX Text 6.10

AutoCAD SHX Text X

AutoCAD SHX Text 6.10

AutoCAD SHX Text X

AutoCAD SHX Text # 8

AutoCAD SHX Text # 8

AutoCAD SHX Text # 8

AutoCAD SHX Text # 8

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FACE OF CIP CONCRETE WALL

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BACK OF SHOTCRETE (FINAL WALL FACE EXCAVATION LINE)

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BOTTOM OF WALL

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EXISTING GRADE

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FINAL GRADE

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EXISTING GRADE

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EXCAVATION PAY LIMITS

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PAY LIMITS FOR EXCAVATION FOR SOIL NAIL WALL GENERAL EXCAVATION

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6.5 FT.

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GEOCOMPOSITE DRAIN STRIPS CENTERED BETWEEN OFFSET NAIL COLUMNS

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BOTTOM OF WALL

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CONNECTOR PIPE (WEEPHOLE)

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GEOCOMPOSITE DRAINAGE STRIP ELEVATION

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PAY LIMITS FOR EXCAVATION FOR SOIL NAIL WALL GENERAL EXCAVATION

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CONC. BARRIER ENDS STA. 1+54.40 (PR-155) T.C.B.=360.69

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EXISTING FINAL GRADE TOP OF SHOTCRETE

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RW-2

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CONC. BARRIER BEGINS STA. 1+72.22 (PR-155) T.C.B.=359.74

AutoCAD SHX Text 19.83

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SOIL NAIL WALL BEGINS STA:1+02.40 ELEV:358.95

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SOIL NAIL WALL ENDS STA:1+22.23 ELEV:359.81

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BOTTOM OF SOIL NAIL WALL B.O.W. ELEV=352.05

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EXPANSION JOINT (TYP)

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EXPANSION JOINT (TYP)

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STA. 1+09.49 ELEV=352.02

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STA. 1+17.25 ELEV=352.02

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DATUM = 350

AutoCAD SHX Text 6.61

AutoCAD SHX Text 6.61

AutoCAD SHX Text 6.61

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PROPOSED SOIL NAIL LIMIT

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STA. 1+19.43 ELEV=355.74

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STA. 1+22.23 ELEV=359.71

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PROPOSED HEADWALL

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STA. 1+02.40 ELEV=355.70

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ROW 1, 0.76 MTS BELOW TOW

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ROW 2, ELEV=357.35

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ROW 3, ELEV=355.83

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ROW 4, ELEV=354.30

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ROW 5, ELEV=352.78

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BOTOM OF WALL

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TOP OF WALL

AutoCAD SHX Text 1.52

AutoCAD SHX Text 1.52

AutoCAD SHX Text 0.96

AutoCAD SHX Text 1.52

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SH

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SV

AutoCAD SHX Text ANGLE NAIL 23deg. RIGHT

AutoCAD SHX Text ANGLE NAIL 9deg. RIGHT

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VERIFICATION TEST SOIL NAIL, 1+10.5

AutoCAD SHX Text R E V I S I O N S

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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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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

AutoCAD SHX Text R579999579

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ORACLE NO.

AutoCAD SHX Text C

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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. 0.00 TO 0.00

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

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RETAINING WALL TYPE SOIL NAIL

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AutoCAD SHX Text

RW-C

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PR-155

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MOROVIS

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RETAINING WALL ELEVATION SOIL NAIL LAYOUT SCALE 1:100

AutoCAD SHX Text 1.04

AutoCAD SHX Text 0.30

AutoCAD SHX Text 0.30

AutoCAD SHX Text 0.55

AutoCAD SHX Text 0.48

AutoCAD SHX Text 0.25

AutoCAD SHX Text 0.18

AutoCAD SHX Text 0.076

AutoCAD SHX Text 0.17

AutoCAD SHX Text 1.55

AutoCAD SHX Text 0.38

AutoCAD SHX Text

0.61 Coping

AutoCAD SHX Text 1.42

AutoCAD SHX Text 0.50

AutoCAD SHX Text 0.30

AutoCAD SHX Text 0.22

AutoCAD SHX Text

0.81 Barrier

AutoCAD SHX Text 0.076

AutoCAD SHX Text

1.44 Min.

AutoCAD SHX Text 0.38

AutoCAD SHX Text 0.38

AutoCAD SHX Text 0.15

AutoCAD SHX Text 0.38

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

RW-C/3

AutoCAD SHX Text

AutoCAD SHX Text 1:50

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TYPE C MODIFIED

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CONCRETE BARRIER

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SCALE:

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RW-2

AutoCAD SHX Text

AutoCAD SHX Text 1:20

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TOP CONDITON DETAIL

AutoCAD SHX Text NOTE: 1. NO DIRECT MEASUREMENT AND PAYMENT WILL BE MADE FOR: SILICON SEALANT NO DIRECT MEASUREMENT AND PAYMENT WILL BE MADE FOR: SILICON SEALANT JOINT, STYROFOAM, BOND BREAKER MATERIAL AND EXPANSION JOINT MATERIAL, BUT SUCH ITEM WILL BE CONSIDERED A SUBSIDIARY OBLIGATION PAY ITEM CONCRETE BARRIER TYPE F MODIFIED

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UNBONDED LENGTH

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VERIFICATION TEST SOIL NAIL DETAIL

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CENTRALIZER (TYP.)

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VERIFICATION TEST NAIL

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WOOD CRIBBING

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JACK HYDRAULIC RAM

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TO READOUT

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REFERENCE PLATE

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DIAL GAUGES ATTACHED TO SUPPORT INDEPENDENT OF WALL

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LOAD CELL

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BEARING PLATE

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BEARING PLATE

AutoCAD SHX Text NOTES: 1. BARE BARS MAY BE USED FOR SACRIFICIAL TEST NAILS. 2. DETAIL FOR PROOF TEST IS SIMILAR EXCEPT THAT LOAD CELL IN NOT REQUIRED

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TO HYDRAULIC PUMP AND PRESSURE GAUGE

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BONDED LENGTH

AutoCAD SHX Text CENTRALIZER @ MAX. 10FT O.C. AND PROVIDE CENTRALIZERS WITHIN 1.5FT (MIN.) FROM THE TOP AND BOTTOM OF DRILLHOLE

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EMBED NAIL ENCAPSULATION TO PROVIDE MINIMUM 3 IN. SHOTCRETE OR NAIL GROUT COVER

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1 IN. MIN.

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NAIL GROUT

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6 IN. MIN.

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TOTAL NAIL BAR LENGTH

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L= DRILLED NAIL LENGTH (PAY LENGTH)

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FINAL FACING: SHOTCRETE

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HEX NUT, OR EQUIVALENT

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# 8 STEEL BAR

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2 IN. (MIN.) COVER

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PLATE, W/ STUDS

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EPOXY COATED NAILS WITH MACHINE THREADS DETAIL

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BEVELED WASHER OR EQUIVALENT

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2 IN. CLEAR

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ARCHITECTURAL FINISH

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FINAL SHOTCRETE WALL

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AutoCAD SHX Text 8 IN. x 8 IN. x " 34" IN MILD STEEL PLATE WITH (4) WELDED STUDS AND OVERSIZED HOLE

AutoCAD SHX Text STEEL BAR TO PROTRUDE FROM SOIL FACE TO PROVIDE BAR END WITH MIN. CIP COVER OF 2 IN.

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STEEL SPHERICAL SEAT NUT OR HEX NIT WITH BEVELED WASHER

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INITIAL SHOTCRETE FACING

AutoCAD SHX Text SHOTCRETE REINFORCING PLACE AT CENTER OF SHOTCRETE SECTION W4 x W4 GR 60

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CID REINFORCING PLACED AT CENTER OF CIP #4 @12 IN. GR 60 & 6X6 W4XW4 GR. 60

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GEOCOMPOSITE DRAIN STRIP

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NAIL GROUT

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SHOTCRETE OR NAIL GROUT

AutoCAD SHX Text WALER BARS (2) #4 GR. 60- DEFORMED STEEL BARS @ 6IN. O.C. CONTINUOUS BEHIND PLATE

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CENTRLIZER

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SPLICE LENGTH

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SPLICE LENGTH

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SPLICE LENGTH

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CONNECTOR PLATE DETAIL

AutoCAD SHX Text N.T.S.

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CONNECTOR PLATE DETAIL

AutoCAD SHX Text N.T.S.

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4 IN.

AutoCAD SHX Text STUD (TYP. 4) 12" IN. DIA. x 5 "IN. WITH 14"IN. WITH 1 IN. DIA. x 0.38 IN. HEADS AND FULL PENETRATION BUTT WELD

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WALER BARS (2) #4 - DEFORMED STEEL BARS @ 6IN. O.C. CONTINUOUS BEHIND PLATE

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NAIL HEAD (TYP.)

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MINIMUM 12-IN. WIDE GEOCOPOSITE DRAINAGE STRIP

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STEEL PLATE

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CONTINUOUS WELDED WIRE FABRIC

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SOIL NAIL ELEVATION

AutoCAD SHX Text N.T.S.

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12 IN. WIDE PREMOLDED JOINT FILLER

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REINFORCEMENT

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34 IN. CHAMFER (TYP.)

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EXPANSION JOINT

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POLYETHYLENE BOND BREAKER STRIP

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JOINT SEALANT WITH TOOLED SURFACE

AutoCAD SHX Text CUT OR BUTT EVERY OTHER FRONT FACE HORIZONTAL BAR AT CONTRACTION JOINTS FOR CIP PORTION ONLY

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34 IN. CHAMFER (TYP.)

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EXPANSION JOINT

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POLYETHYLENE BOND BREAKER STRIP

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JOINT SEALANT WITH TOOLED SURFACE

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EXPANSION AND CONTRACTION JOINTS DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTES: EXPANSION JOINTS IN CIP WALL BE LOCATED AT A MAXIMUM SPACING OF 100 FT CENTER TO CENTER, AND SHALL BE CENTERED BETWEEN NAILS, EXCEPT IF THE JOINT IS WITHIN 2 FT OF A STEP AT THE TOP OF WALL, IN WHICH CASE THE JOINTS IN CIP WALL SHALL BE LOCATED AT MAXIMUM SPACING OF 60 FT CENTER TO CENTER. EXPANSION AND CONTRACTION JOINTS NOT REQUIRED THROUGH SHOTCRETE CONSTRUCTION FACING.

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2% MIN.

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SHOTCRETE CONSTRUCTION FACING

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CONNECTOR PIPE

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GEOCOMPOSITE DRAIN STRIP

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NATIVE SOIL

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DRAIN CONNECTION SUPPLIED BY DRAIN STRIP MANUFACTURER

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GEOTEXTILE

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DRAIN CONNECTION

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CONNECTOR PIPE (WEEPHOLE)

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SEAL CUT-IN WITH DUCT TAPE

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GEOTEXTILE (AGAINST NATIVE SOIL)

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DRAIN CONNECTION DETAIL

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SECTION VIEW

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ISOMETRIC VIEW

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NOTE: INSTALLATION OF DRAIN CONNECTION SHALL NOT DISRUPT GEOTEXTILE

AutoCAD SHX Text 6 IN. DRILL HOLE DIAMETER AND # 8 THREAD BAR Gr. 60

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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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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: NOT TO SCALE

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ER-9999(437)

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AC-857579

AutoCAD SHX Text R579999579

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ORACLE NO.

AutoCAD SHX Text C

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RW

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ER-9999(325)

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AutoCAD SHX Text 14.10.2003

AutoCAD SHX Text 20_260-RW-04.dwg

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FILE NAME=

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GUAYNABO PUERTO RICO

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AND REPAIR RECOMMENDATIONS

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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

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RETAINING WALL TYPE SOIL NAIL

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RW-C

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PR-155

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MOROVIS

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60" PIPE

60" PIPE

1+60 1+80 2+00

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

AutoCAD SHX Text 5.65

AutoCAD SHX Text 7.75

AutoCAD SHX Text RETAINING WALL No. 2 BEGINS

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(TYPE GABIONS WALL)

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STA: 1+54.75(PR-155), 8.65 RT.

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= = STA:1+00.00 (RW-2)

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GABIONS WALL LIMITS

AutoCAD SHX Text PROPOSED CONC. BARRIER ENDS, GABIONS WATERWAY BEGIN GABIONS WATERWAY BEGIN GABIONS WATERWAY BEGIN PROPOSED GUARDRAIL CONNECTION TO CONC. BARRIER, TERMINAL TYPE II STA: 1+90.43 (PR-155), 6.05 LT.

AutoCAD SHX Text PROPOSED CONC. BARRIER TYPE C BEGINS, PROPOSED GUARDRAIL CONNECTION TO CONC. BARRIER, TERMINAL TYPE II STA: 1+54.75, 6.05 LT.

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TO OROCOVIS

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TO MOROVIS

AutoCAD SHX Text RETAINING WALL No. 2 ENDS (TYPE GABIONS WALL) STA: 1+90.45(PR-155), 12.01 RT. = = STA:1+27.07 (RW-2)

AutoCAD SHX Text 9.15

AutoCAD SHX Text 12.81

AutoCAD SHX Text 4.58

AutoCAD SHX Text 2.97

AutoCAD SHX Text 4.25

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GABION WALL LIMIT

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STA: 1+54.75, 12.90 RT.

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GABION WALL LIMIT STA: 1+63.90, 12.90 RT.

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GABION WALL LIMIT STA: 1+63.90, 15.89 RT.

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GABION WALL LIMIT STA: 1+63.90, 8.65 RT.

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GABION WALL LIMIT STA: 1+63.90, 10.43 RT.

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GABION WALL LIMIT STA: 1+81.82, 16.32 RT.

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GABION PAVED WATERWAY TYPE III ENDS STA: 1+78.54, 16.63 RT.

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GABION WALL LIMIT STA: 1+80.37, 15.80 RT.

AutoCAD SHX Text 10.43

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GABION PAVED WATERWAY TYPE 111 BEGINS STA: 1+90.45, 7.40 RT.

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RW-C/2

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RW-C/6

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RW-C/6

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RW-C/6

AutoCAD SHX Text 8.65

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AutoCAD SHX Text

RW-C/6

AutoCAD SHX Text 9.15

AutoCAD SHX Text 2.13

AutoCAD SHX Text 4.31

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GABION WALL LIMIT STA: 1+74.82, 10.43 RT.

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GABION WALL LIMIT STA: 1+76.72, 15.89 RT.

AutoCAD SHX Text 12.01

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8" UNDERDRAIN PIPE

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HEADWALL TYPE"A" (MODIFIED) IE:349.00

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8" UNDERDRAIN PIPE

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RIP RAP CLASS I 0.6OM(L) X0.60M(W) TK=0.60

AutoCAD SHX Text 0.81

AutoCAD SHX Text 0.81

AutoCAD SHX Text

8" UNDERDRAIN PIPE

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8" UNDERDRAIN PIPE

AutoCAD SHX Text

HEADWALL TYPE"A" (MODIFIED) IE:349.00

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RIP RAP CLASS I 0.6OM(L) X0.60M(W) TK=0.60

AutoCAD SHX Text 0.81

AutoCAD SHX Text 0.81

AutoCAD SHX Text

8" UNDERDRAIN PIPE

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HEADWALL TYPE"A" (MODIFIED) IE:350.87

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8" UNDERDRAIN PIPE

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RIP RAP CLASS I 0.6OM(L) X0.60M(W) TK=0.60

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HEADWALL TYPE"A" (MODIFIED) IE:349.00

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RIP RAP CLASS I 0.6OM(L) X0.60M(W) TK=0.60

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8" UNDERDRAIN PIPE

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8" UNDERDRAIN PIPE

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8" UNDERDRAIN PIPE

AutoCAD SHX Text T.O.W.=358.56

AutoCAD SHX Text B.O.W.=353.72

AutoCAD SHX Text B.O.W.=349.00

AutoCAD SHX Text T.C.B.=360.08

AutoCAD SHX Text T.C.B.=359.64

AutoCAD SHX Text T.O.W.=356.36

AutoCAD SHX Text B.O.W.=350.87

AutoCAD SHX Text 9.15

AutoCAD SHX Text 12.81

AutoCAD SHX Text 3.66

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PROPOSED C.L.

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RW-C/6

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STA:1+70.00 ELEV:359.10

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STA:1+62.500 ELEV:359.15

AutoCAD SHX Text 7.77

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GABIONS WATERWAY TYPE III BEGINS, TK=0.30 W=1.83, L=8.42

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GABIONS WATERWAY TYPE III ENDS

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CONC. BARRIER TYPE C ENDS

AutoCAD SHX Text 10.07

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STA:1+54.75

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STA:1+63.90

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STA:1+76.71

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STA:1+80.37

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STA:1+90.45

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RW-C/6

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RW-C/6

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RW-C/6

AutoCAD SHX Text 5.49

AutoCAD SHX Text 6.41

AutoCAD SHX Text 5.49

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DATUM=350.00

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EXISTING 2-60" DIA. TO REMAIN

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8" UNDERDRAIN PIPE OUTLETSTA.= 1+67.84 I.E.= 349.00

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8" UNDERDRAIN PIPE OUTLETSTA.= 1+61.92 I.E.= 353.72

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8" UNDERDRAIN PIPE OUTLETSTA.= 1+78.00 I.E.= 349.00

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8" UNDERDRAIN PIPE OUTLETSTA.= 1+85.25 I.E.= 350.87

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1. THE BACKFILL, GEOTEXTILES, UNDERDRAIN, CONCRETE SLAB, EXCAVATION, THE BACKFILL, GEOTEXTILES, UNDERDRAIN, CONCRETE SLAB, EXCAVATION, BARRIER (IF REQUIRED ON PLANS), EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK ARE SUBSIDIARY OBLIGATIONS OF THE GABION UNITS PAY ITEM UNLESS THESE OTHER ITEMS HAVE BEEN INCLUDED AS INDIVIDUAL PAY ITEM IN THE PROJECT. 2. BACKFILL SHALL BE A-1, A-3 OR A-2-4 COMPACTED TO 95% T-180D BACKFILL SHALL BE A-1, A-3 OR A-2-4 COMPACTED TO 95% T-180D 3. THE PROPOSED DESIGN ARE BASE ON THE DTOP/ACT STANDARD DRAWINGSTHE PROPOSED DESIGN ARE BASE ON THE DTOP/ACT STANDARD DRAWINGS

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NOTES

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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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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

AutoCAD SHX Text R579999579

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ORACLE NO.

AutoCAD SHX Text C

AutoCAD SHX Text

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. 0.00 TO 0.00

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

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RETAINING WALL TYPE GABION

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AutoCAD SHX Text

RW-C

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PR-155

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MOROVIS

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AutoCAD SHX Text RETAINING WALL No. 2 PLAN SCALE 1:100

AutoCAD SHX Text RETAINING WALL No. 2 ELEVATION SCALE 1:100

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DESIGNS LOADS

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1. EARTHQUAKE - MAX EXPECTED ROCK ACELERATION A = 0.20 G. EARTHQUAKE - MAX EXPECTED ROCK ACELERATION A = 0.20 G. 2. DESIGN LIVE LOAD (SURCHARGE) = 250 psf.DESIGN LIVE LOAD (SURCHARGE) = 250 psf.

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DESIGNS DATA:

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1. UNIT WEIGHT OF SOIL 130 pcf. 2. SOIL PROPERTIES AT WALL BASE AS FOLLOWS: COHENSIONLESS SOILS COHENSIONLESS SOILS ANGLE OF INTERNAL FRICTION. Ø = 32' MIN. 3. CONCRETE CLASS "A" 4. REINFORCING STEEL AASHTO M31 GRADE 60 5. BEARING CAPACITY - 4,000 PSF @ 5 FT. 6. ACTIVE PREASSURE COEFICIENT(Ka) = 0.54 SITE LOCATION:OROCOVIS - AASHTO FIG 3.10.2.1-20,21 SITE CLASS: D - AASHTO FIG 3.10.3.1 AASHTO FIG 3.10.3.1 SEISMIC ZONE 3 - AASHTO FIG 3.10.3.6 AASHTO FIG 3.10.3.6 PGA: 0.29 - AASHTO FIG 3.10.2.2-20,21 Ss: 0.70 - AASHTO FIG 3.10.2.1-21 AASHTO FIG 3.10.2.1-21 S1: 0.21 - AASHTO FIG 3.10.2.1-21 Fa: 1.3 - AASHTO FIG 3.10.3.2-2 Fv: 1.9 - AASHTO FIG 3.10.3.2-3 Fpga: 1.3 - AASHTO TABLE 3.10.3.2-1 kh: 0.2 - SHALL BE 0.2 MIN AS PER SOILS REPORT As=Fpga*PGA=0.377 SEISMIC ANALYSIS REQUIRED, AASHTO 11.5.4.2 Sds=Fa*s = 0.91 Sd1=Fv*Ss 0.399 SEISMIC ZONE 3 DL SURCHARGE 50 PSF LL SURCHARGE 250 PSF

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DESIGNS REFERENCES

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AASHTO-LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION 2020.

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8" UNDERDRAIN PIPE

AutoCAD SHX Text 0.20

AutoCAD SHX Text 1.07

AutoCAD SHX Text CONCRETE CLASS "A" SPEC 601 HEADWALL TYPE A (MODIFIED) W=3.24 REINFORCED STEEL (SPEC 602)

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0.15 FILTER BLANKET TYPE B (CRUSHED STONE)

AutoCAD SHX Text 1:100

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HEADWALL TYPE A MODIFIED

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SCALE:

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AutoCAD SHX Text 0.46

AutoCAD SHX Text 0.15

AutoCAD SHX Text #4 @ 0.30

AutoCAD SHX Text 4#4

AutoCAD SHX Text FILL LIFTS (8" TO 10" MAX. LOOSE MEASURE AND EACH LAYER COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS OBTAINED IN THE MODIFIED PROCTOR TEST ASTM D-1557). THE CONTRACTOR SHALL CONSTRUCT THE SLOPE STABILIZATION BEFORE THE CONSTRUCTION OF THE GABION WALL.

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FINISHED GROUND

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SURFACE

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PROPOSED EMBANKMENT

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NATURAL GROUND

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RECOMMENDED

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BENCHES

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(3 FT. MINIMUM WIDTH)

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ON THE TURF STABILIZATION AREA

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TYPICAL BENCHING DETAIL FOR FILL EMBANKMENT

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12'-0" MINIMUM

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5'-0" MINIMUM

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AutoCAD SHX Text 1.5

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RIP RAP CLASS I

NOTA: TO BE PAY AS CONCRETE CLASS A (SPEC. 601) AND REINFORCE STEEL (SPEC. 602)

SCALE:

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RW-C/6

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AutoCAD SHX Text 1:75

AutoCAD SHX Text

SECTION

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VARIES

AutoCAD SHX Text 15.71

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VARIES

AutoCAD SHX Text 2.73

AutoCAD SHX Text 0.91

AutoCAD SHX Text 5.46

AutoCAD SHX Text L

AutoCAD SHX Text

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

AutoCAD SHX Text 3.60

AutoCAD SHX Text 3.60

AutoCAD SHX Text 2.40

AutoCAD SHX Text 6.60

AutoCAD SHX Text 1.50

AutoCAD SHX Text 1.20

AutoCAD SHX Text 0.91

AutoCAD SHX Text 2.89

AutoCAD SHX Text 1.34

AutoCAD SHX Text 2:1

AutoCAD SHX Text 0.55

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PROPOSED ROW LIMIT AND BARBED WIRE FENCE

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TOE SLOPE ANG.=32°

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HEADWALL SEE DETAIL ON RW-C/5 DWG.

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8" UNDERDRAIN PIPE(S=0.005 MIN)

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SLOPE: 1:1

AutoCAD SHX Text 4.55

AutoCAD SHX Text 1.87

AutoCAD SHX Text 1.23

AutoCAD SHX Text 4.57

AutoCAD SHX Text 7.25

AutoCAD SHX Text 11.82

AutoCAD SHX Text 8.00

AutoCAD SHX Text 6.49

AutoCAD SHX Text 2.73

AutoCAD SHX Text 0.73

AutoCAD SHX Text 0.55

AutoCAD SHX Text 5.46

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SCALE:

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RW-C/6

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AutoCAD SHX Text 1:75

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SECTION

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ROW LIMIT

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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

AutoCAD SHX Text 3.60

AutoCAD SHX Text 3.60

AutoCAD SHX Text 2.40

AutoCAD SHX Text 6.60

AutoCAD SHX Text 1.50

AutoCAD SHX Text 2.70

AutoCAD SHX Text 6.90

AutoCAD SHX Text 1.20

AutoCAD SHX Text 0.91

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1.20

AutoCAD SHX Text 1.34

AutoCAD SHX Text 0.33

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PROPOSED ROW LIMIT AND BARBED WIRE FENCE

AutoCAD SHX Text L

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C PROPOSED PR-155

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TOE SLOPE ANG.=51°

AutoCAD SHX Text 1.70

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HEADWALL SEE DETAIL ON RW-C/5 DWG.

AutoCAD SHX Text 8" underdrain PIPE(S=0.005 MIN)

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SLOPE: 1:1

AutoCAD SHX Text 1.67

AutoCAD SHX Text 1.59

AutoCAD SHX Text 4.55

AutoCAD SHX Text 1.59

AutoCAD SHX Text

SCALE:

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RW-C/6

AutoCAD SHX Text

AutoCAD SHX Text 1:75

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 10.43

AutoCAD SHX Text 15.89

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 3.64

AutoCAD SHX Text 6.37

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

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ROADWAY

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CLEARANCE

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

ROADWAY

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SHOULDER

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EX. ROADWAY

AutoCAD SHX Text 3.60

AutoCAD SHX Text 3.60

AutoCAD SHX Text 2.40

AutoCAD SHX Text 6.60

AutoCAD SHX Text 1.50

AutoCAD SHX Text 2.70

AutoCAD SHX Text 1.20

AutoCAD SHX Text 0.91

AutoCAD SHX Text 0.91

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1.34

AutoCAD SHX Text 3.18

AutoCAD SHX Text 0.64

AutoCAD SHX Text

PROPOSED ROW LIMIT AND BARBED WIRE FENCE

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TOE SLOPE ANG.=32°

AutoCAD SHX Text 1.56

AutoCAD SHX Text

HEADWALL SEE DETAIL ON RW-C/5 DWG.

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8" UNDERDRAINPIPE (S=0.005 MIN)

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SLOPE: 1:1

AutoCAD SHX Text 1.76

AutoCAD SHX Text 5.46

AutoCAD SHX Text 5.49

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SECTION

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SECTION/ EACH

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GABION QUANTITY SUMMARY

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LENGTH/ EACH

AutoCAD SHX Text Cu. Yd.

AutoCAD SHX Text Cu. Mt.

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AutoCAD SHX Text total

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1. GABION DETAIL GABBI 10 OF THE INTERIM STANDARD GABION DETAIL GABBI 10 OF THE INTERIM STANDARD DETAIL GABBI 10 OF THE INTERIM STANDARD DETAIL GABBI 10 OF THE INTERIM STANDARD GABBI 10 OF THE INTERIM STANDARD GABBI 10 OF THE INTERIM STANDARD 10 OF THE INTERIM STANDARD 10 OF THE INTERIM STANDARD OF THE INTERIM STANDARD OF THE INTERIM STANDARD THE INTERIM STANDARD THE INTERIM STANDARD INTERIM STANDARD INTERIM STANDARD STANDARD STANDARD DRAWING IS ONLY FOR REFERENCE, ONLY THE GENERAL IS ONLY FOR REFERENCE, ONLY THE GENERAL IS ONLY FOR REFERENCE, ONLY THE GENERAL ONLY FOR REFERENCE, ONLY THE GENERAL ONLY FOR REFERENCE, ONLY THE GENERAL FOR REFERENCE, ONLY THE GENERAL FOR REFERENCE, ONLY THE GENERAL REFERENCE, ONLY THE GENERAL REFERENCE, ONLY THE GENERAL ONLY THE GENERAL ONLY THE GENERAL THE GENERAL THE GENERAL GENERAL GENERAL NOTES APPLY. FOR DESIGN DATA REFERS TO DRAWING APPLY. FOR DESIGN DATA REFERS TO DRAWING APPLY. FOR DESIGN DATA REFERS TO DRAWING FOR DESIGN DATA REFERS TO DRAWING FOR DESIGN DATA REFERS TO DRAWING DESIGN DATA REFERS TO DRAWING DESIGN DATA REFERS TO DRAWING DATA REFERS TO DRAWING DATA REFERS TO DRAWING REFERS TO DRAWING REFERS TO DRAWING TO DRAWING TO DRAWING DRAWING DRAWING RW-C/5, AND FOR THE QUANTITY SUMMARY REFERS TO THE AND FOR THE QUANTITY SUMMARY REFERS TO THE AND FOR THE QUANTITY SUMMARY REFERS TO THE FOR THE QUANTITY SUMMARY REFERS TO THE FOR THE QUANTITY SUMMARY REFERS TO THE THE QUANTITY SUMMARY REFERS TO THE THE QUANTITY SUMMARY REFERS TO THE QUANTITY SUMMARY REFERS TO THE QUANTITY SUMMARY REFERS TO THE SUMMARY REFERS TO THE SUMMARY REFERS TO THE REFERS TO THE REFERS TO THE TO THE TO THE THE THE TABLE ABOVE.

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NOTE:

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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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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

AutoCAD SHX Text R579999579

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ORACLE NO.

AutoCAD SHX Text C

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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. 0.00 TO 0.00

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

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RETAINING WALL TYPE GABION

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RW-C

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PR-155

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MOROVIS

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STATE ROAD PR-155

H.W. 30" PIPE

I.E.=350.76

H.W. 15" PIPE

I.E.=357.47

SEDIMENTED

CONCRETE SWALE

I.E.=361.25

CONCRETE SWALE

I.E.=364.24

H.W.

I.E.=347.13 I.E.=347.16

TO VEGA ALTA

TO OROCOVIS

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

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MARIA V LATORRE CRUZ 193-006-292-07

AutoCAD SHX Text 193-000-003-68

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PRHTA RIGHT OF WAY

AutoCAD SHX Text 193-000-003-68

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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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0.15 SWEL ENDS

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0.15 SWEL BEGINS

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0.15 SYSLL BEGINS

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CONTROL POINT ER-HWY-260-2

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CENTER LINE PROPOSED PROJECT

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0.15 SYSLL ENDS

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0.15 SWEL ENDS

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0.15 SWEL BEGINS

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 2+20.86 PR-155

AutoCAD SHX Text RETAINING WALL No. 1 BEGINS (TYPE SOIL NAIL WALL) STA. 1+02.40(RW-1) = = STA. 1+71.58 (PR-155), 7.75 LT.

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

AutoCAD SHX Text RETAINING WALL No. 1 ENDS (TYPE SOIL NAIL WALL) STA. 1+22.60 (RW-1) = = STA. 1+51.40 (PR-155), 5.65 LT.

AutoCAD SHX Text RETAINING WALL No. 2 BEGINS (GABION WALL TYPE) STA. 1+00.00 (RW 2) = = STA. 1+54.75 (PR-155), 8.65 RT.

AutoCAD SHX Text RETAINING WALL No. 2 ENDS (GABION WALL TYPE) STA. 1+35.69 (RW 2) = = STA. 1+90.43 (PR-155), 12.01 RT.

AutoCAD SHX Text V7

AutoCAD SHX Text V8

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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EXISTING SIGN TO BE REMOVED

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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.

AutoCAD SHX Text C

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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 STA:2+20.86

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PAVEMENT MARKING PLAN, ER-HWY-260

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TRAFFIC SIGNING AND

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TS-C

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PR-155

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MOROVIS

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TRAFFIC SIGNING AND PAVEMENT MARKING PLAN SCALE 1:200

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QUANTITY PAVEMENT MARKING

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FINAL TOTAL

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ADJUST

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TOTAL

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WIDTH

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LINE

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LEGEND

AutoCAD SHX Text 0.15

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SWEL

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SINGLE WHITE EDGE LINE

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DOUBLE YELLOW SOLID CENTER LINE

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DYSCL

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WHITE

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YELLOW

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OTHERS

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TOTALS

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SINGLE YELLOW SKIP LANE LINE

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SYSLL

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AutoCAD SHX Text %%uPAVEMENT MARKING NOTES

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- DOUBLE YELLOW SOLID CENTER LINE

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- SINGLE WHITE SKIP LANE LINE

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- SINGLE YELLOW EDGE LINE

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- SINGLE WHITE EDGE LINE

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DYSCL

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SWSLL

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SYEL

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- LOCATION NUMBER

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- CODE NUMBER

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- SIGN (GROUND MOUNTED)

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- SINGLE YELLOW SKIP LANE LINE

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SYSLL

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REFLECTIVE RAISED PAVEMENT MARKING FRONT CLEAR BACK RED (TYP)

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REFLECTIVE RAISED PAVEMENT MARKING 2 WAY YELLOW (TYP)

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REFLECTIVE RAISED PAVEMENT MARKING FRONT CLEAR BACK RED (TYP)

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REFLECTIVE RAISED PAVEMENT MARKING (TYP.)

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1. ALL PAVEMENT MARKING SHALL BE RETROREFLECTIVE ALL PAVEMENT MARKING SHALL BE RETROREFLECTIVE 2. BROKEN YELLOW CENTER LINES SHALL BE 0.15 M. WIDE, THEY BROKEN YELLOW CENTER LINES SHALL BE 0.15 M. WIDE, THEY SHALL BE FORMED BY 3.00 M. SEGMENTS AND 9.00 M. GAPS. 3. CHANNELIZING LINES ON ISLANDS OR MEDIANS SHALL BE 0.20 M. CHANNELIZING LINES ON ISLANDS OR MEDIANS SHALL BE 0.20 M. WIDE AND THE DIAGONALS SHALL BE 0.30 M. WIDE. 4. BROKEN WHITE LANE LINES SHALL BE 0.15 M. THEY SHALL BE BROKEN WHITE LANE LINES SHALL BE 0.15 M. THEY SHALL BE FORMED BY 3.00 M. SEGMENTS AND 9.00 M. GAPS. 5. RAISED RETROREFLECTIVE PAVEMENT MARKERS MUST BE RAISED RETROREFLECTIVE PAVEMENT MARKERS MUST BE INCLUDED WITH THE PAVEMENT MARKING. 6. THE SIGNS CODE 3 AND 4 WILL BE PAID UNDER SPECIFICATION THE SIGNS CODE 3 AND 4 WILL BE PAID UNDER SPECIFICATION 621

NOTE A. THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS AND THE CONTRACTOR MUST BE INFORMED THAT THE SPECIFICATIONS AND STANDARD MODELS FOR METAL BARRIERS, TERMINALS, TRANSITIONS, ETC. WILL BE IN COMPLIANCE WITH MASH (MANUAL FOR ASSESSING SAFETY HARDWARE), UPDATED IN JUNE 2018. B. FOR REFLECTIVE RAISED INSTALLATION DETAIL REFER TO PRHTA RRPM FOR REFLECTIVE RAISED INSTALLATION DETAIL REFER TO PRHTA RRPM STANDARD DRAWINGS.

TO VEGA ALTA

TO OROCOVIS

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

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MARIA V LATORRE CRUZ 193-006-292-07

AutoCAD SHX Text 193-000-003-68

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PRHTA RIGHT OF WAY

AutoCAD SHX Text 193-000-003-68

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SUCESION SANTOS SANTIAGO 193-000-003-68

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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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CENTER LINE PROPOSED PROJECT

AutoCAD SHX Text ALIGNMENT AND TRANSITION TO EXISTING SECTION ENDS (MATCH TO EXISTING) STA. 2+20.86 PR-155

AutoCAD SHX Text RETAINING WALL No. 1 BEGINS (TYPE SOIL NAIL WALL) STA. 1+02.40(RW-1) = = STA. 1+71.58 (PR-155), 7.75 LT.

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

AutoCAD SHX Text RETAINING WALL No. 1 ENDS (TYPE SOIL NAIL WALL) STA. 1+22.60 (RW-1) = = STA. 1+51.40 (PR-155), 5.65 LT.

AutoCAD SHX Text RETAINING WALL No. 2 BEGINS (GABION WALL TYPE) STA. 1+00.00 (RW 2) = = STA. 1+54.75 (PR-155), 8.65 RT.

AutoCAD SHX Text RETAINING WALL No. 2 ENDS (GABION WALL TYPE) STA. 1+35.69 (RW 2) = = STA. 1+90.43 (PR-155), 12.01 RT.

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PRHTA RIGHT OF WAY

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PRHTA RIGHT OF WAY

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AutoCAD SHX Text http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ 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http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ AutoCAD SHX Text R E V I S I O N S

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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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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

AutoCAD SHX Text

ARCHITECTS - ENGINEERS LLP

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UNIPRO

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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AutoCAD SHX Text

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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 2+20.86

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

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TREE INVENTORY PLAN

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RD-C

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PR-155

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MOROVIS

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TREE INVENTORY PLAN SCALE 1:200

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LEGEND EXISTING TREE TO BE REMOVE AS NEEDED EXISTING TREE TO REMAIN

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AutoCAD SHX Text http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/ http://pasha-sevkav.ru/

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EX. ROADWAY

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ROW LIMIT

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C PROPOSED PR-155

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CLEARANCE

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DATE

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ISLAND

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FED AID H'WAY

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PROJECT NO.

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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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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

AutoCAD SHX Text

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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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. 0.00 TO 0.00

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

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CROSS SECTIONS

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CS-C

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PR-155

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MOROVIS

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ROW LIMIT

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EX. ROADWAY

AutoCAD SHX Text 7.50

AutoCAD SHX Text 7.50

AutoCAD SHX Text 6.60

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 3.60

AutoCAD SHX Text 3.60

AutoCAD SHX Text 2.40

AutoCAD SHX Text 1.50

AutoCAD SHX Text 2.70

AutoCAD SHX Text 1.20

AutoCAD SHX Text

2-60" HEADWALL TYPE B IE.: 352.07

AutoCAD SHX Text Earthwork Areas

AutoCAD SHX Text Cut Area

AutoCAD SHX Text Fill Area

AutoCAD SHX Text 26.86

AutoCAD SHX Text 20.75

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text L

AutoCAD SHX Text

C PROPOSED PR-155

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text

ROW LIMIT

AutoCAD SHX Text

ROADWAY

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EX. ROADWAY

AutoCAD SHX Text 3.60

AutoCAD SHX Text 3.60

AutoCAD SHX Text 2.40

AutoCAD SHX Text 6.60

AutoCAD SHX Text 1.50

AutoCAD SHX Text 2.70

AutoCAD SHX Text

PROPOSED…

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