Plans_AC-841579 - PR ER DOT PRMNT RPR(13).pdf

PDF 17 MB Posted Jun 22, 2022

Attached to: Landslide Repairs in Aibonito, Caguas, Guayama, Gurabo, and Patillas, Puerto Rico
Solicitation number: 693C73-22-R-000021
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation for landslide repair work in Puerto Rico. The Department of Transportation Federal Highway Administration is seeking proposals from certified Small Business Concerns for Project PR ER DOT PRMNT RPR(13), consisting of repairing damage caused by Hurricanes Irma and Maria across five municipalities in Puerto Rico. The work includes embankment reconstruction, reinforced soil slope systems construction, drainage systems installation, retaining walls, pavement work, guardrails, signage and traffic control. The project will be split into multiple schedules with a total expected cost between $5-10 million. Proposals are due as specified in the solicitation. Offerors must demonstrate experience with landslide repair construction and meet the annual Representations and Certifications requirements on SAM.gov. This will be a lowest price technically acceptable solicitation conducted as a two-step RFP process evaluating technical and price proposals.

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PS&E 9

ER-HWY-410

LOCATION

TO AIBONITO

TO CAYEY

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, 2+

0+00

1+00

2+00

BEGIN LINE PR-722

STA. 0+00.00

END LINE PR-722

STA. 2+50.47

LINE-PR-722

L3 C4

R=135.90m N82° 16' 34.62"E

R=30.20m L4

S55° 26' 07.58"E

S2 0°

1+62.85

-0+00

1+00

BEGIN LINE PR-722_RET WALL

STA. 0+00.00

END LINE PR-722_RET WALL

STA. 1+62.85

S82° 16' 34.62"W

N64° 44' 08.73"W

N60° 02' 23.56"W

R=131.40m

R=35.90m

20100

KMKM

STA-D1

END CURB

470.65

469.67 469.73

BARB FENCE

UNKNOWN UTILITY

POTABLE WATER PIPE

2, ASPH FISSURE

STA-D2

START BROKEN CURB

ASPHALT EDGE

OPEN C.B.

T.E.=470.92 I.E.=470.04

DIA=24''

24'' PIPE

BARB FENCE

RIGHT OF WAY LIMIT

472.35

471.02

CONCRETE SWALE

ASPH FISSURE

KMKM

STA-D3

END CURB

ASPHALT EDGE

OPEN C.B.

T.E.=470.92 I.E.=470.04

DIA=24''

24'' PIPE

ENTRANCE

470.65

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

HEADWALL

T.E.=469.82 I.E.=469.21

DIA=24''

471.02

CONCRETE SWALE

STA-D1 STA-D2

STA-D3

ASPH FISSURE

KMKM

STA-D1 STA-D2

STA-D3

CURB

START BROKEN CURB

END CURB

CURB

ASPHALT EDGE

OPEN C.B.

T.E.=470.92 I.E.=470.04

DIA=24''

24'' PIPE

ENTRANCE

TO AIBONITO

TO CAYEY

GUARD RAIL

BAMBOO AREA

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

ASPHALT EDGE

GUARD RAIL

BARB FENCE

CURB

ASPHALT EDGE

UNKNOWN UTILITY

POTABLE WATER PIPE

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

HEADWALL

T.E.=469.82 I.E.=469.21

DIA=24''

BARB FENCE

476 475 474

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

CONCRETE SWALE

CONCRETE SWALE CONCRETE SWALE

CONCRETE

SWALE

X=219,875

RIGHT OF WAY LIMIT

KMKM

STA-D1 STA-D2

STA-D3

CURB

START BROKEN CURB

END CURB

CURB

ASPHALT EDGE

OPEN C.B.

T.E.=470.92 I.E.=470.04

DIA=24''

24'' PIPE

ENTRANCE

TO AIBONITO

TO CAYEY

GUARD RAIL

BAMBOO AREA

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

ASPHALT EDGE

GUARD RAIL

BARB FENCE

CURB

ASPHALT EDGE

UNKNOWN UTILITY

POTABLE WATER PIPE

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

HEADWALL

T.E.=469.82 I.E.=469.21

DIA=24''

BARB FENCE

476 475 474

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

CONCRETE SWALE

CONCRETE SWALE CONCRETE SWALE

CONCRETE

SWALE

RIGHT OF WAY LIMIT

EXISTING CONCRETE

SWALE TO BE DEMOLISHED

CONCRETE SWALE ENDS

X=220,041.1007

Y=232,965.1593CONCRETE SWALE BEGINS

X=220,012.2463 Y=232,961.6835

EXISTING CONCRETE CURB

TO BE DEMOLISHED

CONCRETE CURB

TO BE DEMOLISHED BEGINS

X=219,902.1766 Y=232,986.2370

CONCRETE CURB

TO BE DEMOLISHED ENDS

X=219,990.6848 Y=232,966.1220

CONCRETE CURB

TO BE DEMOLISHED ENDS

X=220,042.0208 Y=232,972.8893

CONCRETE CURB TO BE

DEMOLISHED BEGINS

X=220,023.3363 Y=232,971.2522

EXISTING CONCRETE CURB

TO BE DEMOLISHED

EXISTING ASPHALT

TO BE DEMOLISHED

EXISTING PIPE TO BE

PARTIALLY DEMOLISHED

EXISTING HEADWALL

TO BE DEMOLISHED

EXISTING PIPE TO BE

PARTIALLY DEMOLISHED

X=220,008.6743 Y=232,970.6671

BARBED WIRE FENCE

TO BE REMOVED BEGINS

X=219,902.5678 Y=232,987.2433

EXISTING BARBED WIRE

FENCE TO BE REMOVED

EXISTING BARBED WIRE

FENCE TO BE REMOVED ENDS

X=220,022.7952 Y=232,972.5440

EXISTING BARBED WIRE

FENCE TO BE REMOVED ENDS

X=220,065.3046 Y=232,967.0744

EXISTING BARBED WIRE

FENCE TO BE REMOVED

EXISTING BARBED WIRE

FENCE TO BE REMOVED BEGINS

X=220,051.9507 Y=232,973.1068

GUARDRAIL

TO BE REMOVED ENDS

X=220,076.5239 Y=232,926.2812

GUARDRAIL TO BE

REMOVED BEGINS

X=220,046.4350 Y=232,973.1887

GUARDRAIL TO BE

REMOVED

COLD MILLING

ASPHALT

X=219,881.4757 Y=232,992.0217

ASPHALT TO BE

DEMOLISHED

X=219,901.9947 Y=232,985.9959

COLD MILLING

ASPHALT

X=220,060.0088 Y=232,907.7585

COLD MILLING

ASPHALT

X=219,899.6228 Y=232,974.5757

COLD MILLING

ASPHALT

X=219,902.5137 Y=232,972.3728

COLD MILLING

ASPHALT

X=220,004.4350 Y=232,959.0281

COLD MILLING

ASPHALT

X=220,003.4388 Y=232,956.1999

EXISTING ASPHALT

TO BE DEMOLISHED

EXISTING OPEN

CATCH BASIN TO BE

DEMOLISHED

COLD MILLING

ASPHALT

COLD MILLING

ASPHALT

EXISTING BAMBOO AREA

TO BE REMOVED

EXISTING

TREES TO BE

REMOVED

EXISTING TREE

TO BE REMOVED

EXISTING TREES

TO BE REMOVED

ASPHALT TO BE

DEMOLISHED

X=219,899.8419 Y=232,982.8332

ASPHALT TO BE

DEMOLISHED

X=220,060.4020 Y=232,968.5708

ASPHALT TO BE

DEMOLISHED

X=220,054.2320 Y=232,967.0884

ASPHALT TO BE

DEMOLISHED

X=219,921.9777 Y=232,972.0080

ASPHALT TO BE

DEMOLISHED

X=219,926.3843 Y=232,968.9867

ASPHALT TO BE

DEMOLISHED

X=219,931.3229 Y=232,967.2806

ASPHALT TO BE

DEMOLISHED

X=219,936.6547 Y=232,966.9377

ASPHALT TO BE

DEMOLISHED

X=219,946.7192 Y=232,964.5014

ASPHALT TO BE

DEMOLISHED

X=219,951.6177 Y=232,962.3680

COLD MILLING

ASPHALT

X=220,066.6598 Y=232,905.2582

COLD MILLING

ASPHALT

X=219,885.7232 Y=232,997.8514

WATER PIPE

TO BE REMOVED

X=219,897.8822 Y=232,988.0770

WATER PIPE

TO BE REMOVED

X=220,061.4669

Y=232,967.4568EXISTING WATER

PIPE TO BE REMOVED

SIGN TABLE

LEGEND

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

R11-3

W20-2 11 1

2 2

4 5

R11-2 2

SIGN TABLE

LEGEND

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

DETAIL

THIS

SHEET

N/A

SEE

D.T.P.W.

MANUAL

36" X 36"

60" X 30"

48" X 30"

M4-8

M1-6D

M5-1(L)

DESVIO

M4-8

M1-6D

M6-1(L)

2, 26

9, 10

M4-10 48" X 18"

24" X 12"

36" X 24"

21" X 15"

24" X 12"

36" X 24"

21" X 15"

R11-36 3 N/A

SEE

DETAIL

THIS

SHEET

60" X 30"

8, 11, 28

7 W20-3 2 N/A

SEE

D.T.P.W.

MANUAL

36" X 36"

13, 32

8 3 N/A

SEE

D.T.P.W.

MANUAL

9 1 N/A

SEE

D.T.P.W.

MANUAL

M4-8

M1-6D

M6-3

24" X 12"

36" X 24"

21" X 15"

10 W20-3 1 N/A

SEE

D.T.P.W.

MANUAL

36" X 36"

R11-3a

11 9 N/A

SEE

DETAIL

THIS

SHEET

60" X 30"

M4-10 48" X 18"

12 W20-2 1 N/A

SEE

D.T.P.W.

MANUAL

36" X 36"

ESTE

R11-3a13

N/A

SEE

D.T.P.W.

MANUAL

60" X 30"

12, 16, 15, 19, 23

6, 7, 17, 18, 20, 21, 22, 24, 25

M3-2

M1-6D

24" X 12"

36" X 24"

M4-8

24" X 12"

DESVIO

PRHTA

STANDARD

DRAWINGS

PRHTA

STANDARD

DRAWINGS

PRHTA

STANDARD

DRAWINGS

PRHTA

STANDARD

DRAWINGS

14 2 N/A

SEE

D.T.P.W.

MANUAL

M4-8

M1-6D

M6-1(R)

45, 46

24" X 12"

36" X 24"

21" X 15"

DESVIO

PRHTA

STANDARD

DRAWINGS

3, 27, 47

31, 39, 40

15 6 N/A

SEE

D.T.P.W.

MANUAL

OESTE

M3-4

M1-6D

24" X 12"

36" X 24"

M4-8

24" X 12"

DESVIO

PRHTA

STANDARD

DRAWINGS

5, 35, 36, 37, 38, 44

150m

100m

150m m

300m

ATC

LIN

E A-A M

ATC

LIN

E A-A

27 2

18 11

PR-14

-1

PR-722

-7

AIBONITO

PR-721

PR-726

CALLE IG

NACIO

PEZ CO

PR-14

CALLE PADIAL

PR-162

CALLE JE

RONIMO MARTINEZ

CALLE EMETERIO BETANCES

CALLE VIZCARRONDO

CALL

E D

GO B

ECERRA

CALL

E D

OÑA A

CALL

E M

S FIE

STE

-7

DESVIO MANRESA

DR. JOSE N. GANDARA

MIDDLE SCHOOL

PR-7718

PR-162

REST. EL CANTINFLAS

PR-722

ATC

LIN

E A-A M

ATC

LIN

E A-A

ALLE 1

R O

CALL

E C

AGUAS

ALLE YABU

C O

COLISEO JOSE A

"MARRON" APONTE

60m

50m50m

2001000 m

150m 100m

100m

60m

150m

ACTIVITY AREA

ATC

LIN

E A-A M

ATC

LIN

E A-A7

PR-722

-7

PR-722

PR-7722

AIBONITO

PR-722

ATC

LIN

E A-A M

ATC

LIN

E A-A

CALL

E C

AGUAS

ALLE YABU

C O

50m50m

2001000

STA-D1 STA-D2

STA-D3

TO AIBONITO

TO CAYEY

UNKNOWN UTILITY

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

STA-D4

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

STA-D3

TO AIBONITO

TO CAYEY

GUARD RAIL

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

GUARD RAIL

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

476 475 474

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

X=219,875

RIGHT OF WAY LIMIT

AIBONITO

8.20m

(EDGE OF PAVEMENT)

7.60m

(TRAVELED W

AY)

PROPOSED CONCRETE CURB

3.65m

R=135.90 R=30.20

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

RETAINING WALL AND

CONCRETE BARRIER BEGIN

RETAINING WALL AND

CONCRETE BARRIER END

TAPER

CENTER R=5.00m

STA:0+32.30(PR-722)

OFF:9.16m Rt

CENTER R=3.50m

STA:1+20.15(PR-722)

OFF:7.60m Rt

CENTER R=0.80m

STA:1+27.91(PR-722)

OFF:4.90m Rt

CENTER R=5.00m

STA:1+27.56(PR-722)

OFF:3.43m Rt

R=5.00

R=3.50

R=5.00

R =0

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

MEET EXISTING

CONCRETE CURB

AND GUTTER

PROP. CONC. CURB

MEET PROP CONC. BARRIER

STA:0+99.32(PR-722)

OFF:4.10m Lt

PROP. CONC. CURB AND GUTTER

MEET PROP CONC. BARRIER

STA:0+21.24(PR-722)

OFF:3.34m Lt

CRASHWORTHY

TERMINAL

TYPE 1

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

PROPOSED W-BEAM

GUARDRAIL

PROPOSED W-BEAM

GUARDRAIL

PROPOSED BARB

WIRE FENCE

PROPOSED BARB

WIRE FENCE

CRASHWORTHY

TERMINAL

TYPE 1

CENTER R=4.32m

STA:0+20.19(PR-722)

OFF:7.55m Rt

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

PROPOSED CENTERLINE

RUMBLE STRIP

DUMPED RIPRAP CLASS 3

1.50 LM RIP-RAP

PROTECTION

ROCK SIZE D50=0.25M

CONCRETE CHUTE

1.21M(W) X 0.30M (H), REFER

TO SHEET DR/2 FOR DETAILS.

CENTERLINE RUMBLE

STRIP BEGINS

STA:0+32.16(PR-722)

CENTERLINE RUMBLE

STRIP ENDS

STA:2+50.47(PR-722)

T.O .S.

T.O.S.

T.O .S.

T.O.S.

T.O.S.T.O.S.

T.O.S.

T.O.S.T.O.S.

T.O.S.

TEMPORARY EASEMENT

SED

R O

CARLOS JUAN ORTIZ ZAYAS

Y MARIA MAGDALENA

RODRIGUEZ RODRIGUEZ

298-000-006-32

FINCA NUM. 14

SED

R O

MPO

RAR

MEN

PROP. W-BEAM GUARDRAIL

MEET PROP CONC. BARRIER

WITH THRIE-BEAM TRANSITION

SEE STD. DRAWINGS MB SERIES

DATED JUNE 22, 2018 FOR DETAILS

STA:0+21.24(PR-722)

OFF:3.34m Lt

PROP. W-BEAM GUARDRAIL

MEET PROP CONC. BARRIER

WITH THRIE-BEAM TRANSITION

SEE STD. DRAWINGS MB SERIES

DATED JUNE 22, 2018 FOR DETAILS

STA:1+83.76(PR-722)

OFF:4.61m Lt

PROPOSED

TYPE D F-SHAPE

CONCRETE BARRIER

STA-D3 OPEN C.B.

T.E.=470.92 I.E.=470.04

DIA=24''

24'' PIPE

TO AIBONITO

TO CAYEY

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

UNKNOWN UTILITY

POTABLE WATER PIPE

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

HEADWALL

T.E.=469.82 I.E.=469.21

DIA=24''

476 475 474

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

X=219,875

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

540 321

NOTES:

1. CONTACT ARCHITECT OR ENGINEER IN RECORD IF

ANY DISCREPANCY IS FOUND DURING

CONSTRUCTION WITH PROPOSED DETAILS. EXISTING

CONDITIONS MAY VARY FROM AS-BUILT PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR THE WAYS AND

METHODS OF CONSTRUCTION.

3.CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS.

3.FOLLOW ALL RECOMMENDATION PRESENTED ON

THE GEOTECHNICAL REPORT BY DESPIAU

ASSOCIATES.

AutoCAD SHX Text

24" RCP CLASS III PIPE

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

EXISTING 24" PIPE

AutoCAD SHX Text

24" RCP CLASS III PIPE

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

INLET #1 SECTION A-A

AutoCAD SHX Text 1:20

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

INLET #2 SECTION D-D

AutoCAD SHX Text 1:20

AutoCAD SHX Text

INLET #1 SECTION B-B

AutoCAD SHX Text 1:20

AutoCAD SHX Text

INLET #2 SECTION C-C

AutoCAD SHX Text 1:20

AutoCAD SHX Text

24" RCP CLASS III PIPE

AutoCAD SHX Text

CONCRETE SWALE

AutoCAD SHX Text

EXIST. 24" PIPE

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

EXIST. CONCRETE SWALE

AutoCAD SHX Text

24" RCP CLASS III PIPE

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.2

AutoCAD SHX Text

DRAINAGE STRUCTURAL DETAILS

AutoCAD SHX Text

AC-811544

AutoCAD SHX Text

AIBONITO

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

MUNICIPALITY OF AIBONITO, PUERTO RICO

AutoCAD SHX Text

ER-HWY-410, HIGHWAY PR-722 KM 5.70

AutoCAD SHX Text

PR-722

AutoCAD SHX Text

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

AutoCAD SHX Text

KLEIN ENGINEERING, PSC

AutoCAD SHX Text

ENGINEERING CONSULTANTS

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DATE

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text P.R.

AutoCAD SHX Text

FED. AID H'WAY

AutoCAD SHX Text

PROJECT N0.

AutoCAD SHX Text

ER-9999(320)

AutoCAD SHX Text

José Báez Sticky Note Rejected set by José Báez

José Báez Sticky Note None set by José Báez

José Báez Text Box

STA-D3

TO AIBONITO

TO CAYEY

UNKNOWN UTILITY

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

476 475 474

STA-D4

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

SILT FENCE BEGINS

(SEE STD. DWG. ER 1 OF 20)

L=326.00m

SILT FENCE ENDS

(SEE STD. DWG. ER 1 OF 20)

L=326.00m

TIGHTLY PACK STRAW

BETWEEN BALES

SURROUNDING INLET GRATE

(SEE STD. DWG. ER 2 OF 20)

STA-D3

TO AIBONITO

TO CAYEY

UNKNOWN UTILITY

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

476 475 474

STA-D4

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

BENDS

TEES

BENDS AND TEES

A A

PLUGS PLUGS

FOR WATER DISTRIBUTION PIPE

DETECTOR MARKING TAPE DETAIL

THRUST BLOCK DETAIL

PIPE

SIZE

TEES 90° BENDS 45° BENDS 22.5° BENDS 11.25° BENDS

A B A B A B A B A B

TRENCH DETAIL FOR PIPE

SERVICE CLAMP DETAIL

PERPENDICULAR CROSSINGS

VERTICAL OFFSET FOR

A G U A

TAG DETAIL

STANDARD WATER VALVE BOX

STANDARD WATER VALVE BOX INSTALLATION

RESTRAINED JOINT STANDARDS

A G U A

TYPICAL WATER SERVICE CONNETION DETAIL

SECTION A

PLAN VIEW

José Báez Typewritten Text

José Báez

TRAFFIC DIRECTION

RAISED PAVEMENT MARKERS (RPM) TWO FACE

SINGLE WHITE EDGE LINESWEL

DOUBLE YELLOW SOLID CENTER LINEDYSCL

DOTTED WHITE LINEDTW

X SIGN IDENTIFICATION

X= CODE NUMBER

Y= LOCATION NUMBER

EXISTING GROUND MOUNTED SIGN TO BE REPLACED

GENERAL NOTES APPLICABLE TO ALL PAVEMENT MARKINGSGENERAL NOTES APPLICABLE TO ALL SMALL TRAFFIC SIGNS

GENERAL NOTES APPLICABLE TO ALL ROUTE MARKERS SIGN ASSEMBLIES

1. NO SPLICES IN SIGN PLATES SHALL BE PERMITTED WHEN SIGN DIMENSIONS ARE 1200 (4') X 1200 (4')

MILLIMETERS OR LESS.

2. NO SPLICES IN THE REFLECTIVE SHEETING WILL BE PERMITTED WHEN THE SIGN HEIGHT IS 1200 MILLIMETERS

(4') OR LESS.

3. NO REFLECTIVE SHEETING SPLICES WILL BE PERMITTED IN DIAMOND SIGNS WITH DIMENSIONS OF 1200

MILLIMETERS (4') OR LESS

4. A SINGLE HORIZONTAL SPLICE WILL BE PERMITTED ON SIGNS WITH HEIGHTS IN EXCESS OF 1200 MILLIMETERS (4'). THE SPLICE'S UPPER PANEL SHALL OVERLAP A MAXIMUM OF 3/8" OF THE LOWER PANEL.

5. SIGN PLATES SHALL CONFORM TO ASTM B-209, ALLOYS 5052 H-32, 5052 H-36, 5052 H-38, 5086 H-34, 5154 H-36 OR 6061 T-6.

6. THE CONTRACTOR MAY STANDARDIZE ALL SIGN PLATES CORNERS TO 1-1/2".

7. SIGN LEGEND AND BORDER SHALL BE APPLIED BY SILK SCREEN PROCESS, BY DIRECT APPLICATION OF

CUT-OUT CHARACTERS, OR BY THE APPLICATION OF ELECTRONIC CUTTABLE FILM, OR ELECTRONIC CUTTABLE TRANSPARENT OVERLAY FILM. REFLECTIVE SIGN LEGEND AND BORDER SHALL MEET THE REFLECTIVITY STANDARDS OF ASTM D4956, TYPE III. SEE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

STANDARD DRAWINGS, GS 1 OF 50, AND SPECIFICATION 613.

8. SIGN PLATES THICKNESS SHALL BE AS FOLLOWS:

1. FOUNDATIONS SHALL BE AS INDICATED FOR STEEL FLANGED CHANNEL AND SQUARE STEEL POST FOUNDATION

DETAILS.

2. TOP POST TO BASE POST CONNECTION SHALL BE AS INDICATED FOR STEEL FLANGED CHANNEL AND SQUARE

STEEL POST CONNECTION DETAILS.

3. VERTICAL CLEARANCE TO BOTTOM OF LOWEST SIGN PANEL SHALL BE 7'-0" TO 7'-6" FROM FINISHED GRADE OF

PAVEMENT.

4. ALL VERTICAL POSTS SHALL BE CONTINUOS IN LENGTH.

5. CONTRACTOR SHALL INCREASE OR DECREASE THE LENGTH OF POST TO ACHIEVE THE MOUNTING HEIGHT

ABOVE PAVEMENT EDGE.

6. MAXIMUM DEVIATION FROM VERTICAL DIMENSIONS, FOR ANY COMPONENT, IN ANY DIRECTION SHALL NOT

EXCEED 1/8" IN A FOOT.

7. MAXIMUM DEVIATION FROM HORIZONTAL DIMENSIONS, FOR ANY COMPONENT SHALL NOT EXCEED 1/8" IN A

FOOT.

8. CONTRACTOR SHALL DRILL ADDITIONAL HOLES IN THE SIGN PLATE AS A SUBSIDIARY OBLIGATION.

9. BOLT TOP POST TO FLAT PLATE ("+" OR "T") WITH 5/16"Ø ALUMINUM FLAT HEAD MACHINE SCREWS WITH NUTS

AND LOCK WASHER.

10. WHEN ROUTE MARKER ASSEMBLIES INCLUDE TOLL WAYS ROUTE MARKER, THE CONTRACTOR SHALL INCLUDE

SIGN M1-6E AND REARRANGE MOUNTING DETAILS AS A SUBSIDIARY OBLIGATION.

11. SEE GROUND MOUNTED BREAKAWAY SIGNS STANDARD DRAWINGS FOR 36"X36" AND 48"X48" ROUTE MARKER

ASSEMBLIES.

12. SIGN PLATES SHALL BE ATTACHED TO STIFFENER POSTS BY MEANS OF APPROVED FASTENERS INCLUDED IN

THE STS SERIES OF PRHTA'S STANDARD DRAWINGS.

13. STIFFENERS SHALL BE SQUARE STEEL POSTS, STEEL FLANGED CHANNEL POSTS OF ALTERNATE STIFFENERS

PER SMALL TRAFFIC SIGNS STANDARD DRAWINGS.

1. BEGIN ALL LANE LINE MARKINGS AT STOP LINE, CROSSWALK, OR NOSE OF MEDIAN UNLESS OTHERWISE NOTED

ON PLANS.

2. EDGE LINES REQUIRED WHERE THERE IS A SHOULDER OR A SEPARATION BETWEEN THE LANE AND CURB AND/OR GUTTER SHALL BE 0.15 MTS. WIDE CONTINUOUS REFLECTORIZED WHITE AND YELLOW LINES, AT RIGHT

AND LEFT SIDE OF TRAVELED WAY, RESPECTIVELY.

3. DIMENSIONS SHOWN ARE STANDARD UNLESS OTHERWISE SHOWN ON PLANS.

4. STOP LINE SHALL BE PAINTED AS A COMPLEMENT OF STOP SIGN OR SIGNAL ONLY.

5. STOP LINE SHALL BE SOLID WHITE LINE 0.60 MTS. WIDE, UNLESS OTHERWISE SHOWN ON PLANS.

6. CURB SHALL BE PAINTED YELLOW AT INTERSECTION AS FOLLOW: 6 METERS FROM THE TANGENT CURB IN

CASE OF NON-SIGNALIZED INTERSECTION, AND 10 METERS IN CASE OF SIGNALIZED INTERSECTIONS.

7. ALL PAVEMENTS MARKINGS SHALL BE REFLECTIVE THERMOPLASTIC PAINT COMPLYING WITH SPECIFICATIONS

609 AND 618. ALL LETTERS AND SYMBOLS SHALL BE PRE-FORMED.

8. ALL PAVEMENTS MARKINGS SHALL COMPLY WITH THE MUTCD 2009 EDITION, INCLUDING REVISIONS 1 AND 2.

9. ALL PAVEMENT MARKINGS AT INTERSECTION SHALL BE PROVIDED UP TO 50 METERS AWAY FROM THE STOP

LINE AT EACH APPROACH.

10. EXISTING PAVEMENT MARKINGS WITHIN PROJECT LIMITS SHALL BE REMOVED FOLLOWING SPECIFICATION 638.

11. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO OPENING OF PROJECT TO THE PUBLIC.

12. NEW OR RELOCATED OVERHEAD STRUCTURE LOCATIONS TO BE COORDINATED IN THE FIELD WITH PRHTA

ENGINEER.

13. RAISED PAVEMENT MARKERS (RPM) SHALL COMPLY WITH SPECIFICATION 640.

PAVEMENT MARKING AND SIGNING LEGEND

RUMBLE STRIP

AS PER PROPOSED SIGN DATA SHEET

N/A 1W1-6R 48" X 24"

N/A 1

W1-1R 36" X 36"

N/A 1W1-1aR 36" X 36"

SEE M.U.T.C.D.

N/A 1W1-6L 48" X 24"

5, 8, 12, 14

N/A 4W1-8L 18" X 24"

4, 6, 10, 13

N/A 4W1-8R 18" X 24"

W13-1P 18" X 18"

SEE M.U.T.C.D.

12.00m

N/A 1W1-1aR 36" X 36"

SEE M.U.T.C.D.

200915

N/A 1R1-1 36" X 36"

SEE M.U.T.C.D.

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30

0+40

0+50

0+60

0+70

0+80 0+901+00

1+10

1+20

1+30

1+40

1+50

1+60

1+63

KMKM

STA-D1 STA-D2

STA-D3

TO AIBONITO

TO CAYEY

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

STA-D4

X=219,875

RIGHT OF WAY LIMIT

0.15m DYSCL

0.15m SWEL

0.15m DYSCL

11.00m

13.00m

15.32m 17.39m

19.43m

WHITE SPEED

REDUCTION MARKINGS

0.3048m WIDE 0.4572m LONG

CENTERLINE

RUMBLE STRIP

30.00m

RAISED PAVEMENT MARKERS

(RPM) SEE TYPICAL PAVEMENT

MARKING DETAIL ON SHEET TS/2

0.15m SWEL

m S

Meters

DESIGN CRITERIA

GENERAL NOTES

REINFORCED CONCRETE NOTES

FORMWORK AND SHORING NOTES

FOUNDATIONS AND GEOTECHNICAL REQUIREMENTS

AutoCAD SHX Text Q = 1.00DC+1.00EV+1.00EH+1.00LS Q = DC+ EV+ EH+1.75LS Q = 1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE Q = 1.00DC+1.00EV+1.00EH+1.00CT

AutoCAD SHX Text Service IService I

AutoCAD SHX Text Strength IStrength I

AutoCAD SHX Text Extreme IExtreme I

AutoCAD SHX Text Extreme IIExtreme II

AutoCAD SHX Text Where:

AutoCAD SHX Text Q:

AutoCAD SHX Text

DC:

AutoCAD SHX Text

EH:

AutoCAD SHX Text

EV:

AutoCAD SHX Text

LS:

AutoCAD SHX Text

EQE:

AutoCAD SHX Text

EQD:

AutoCAD SHX Text

CT:

AutoCAD SHX Text

LOAD COMBINATIONS AND LIMIT STATES:

AutoCAD SHX Text Force Effects

AutoCAD SHX Text

1.25 or 0.90, Whichever Controls Design

AutoCAD SHX Text

1.35 or 1.00, Whichever Controls Design

AutoCAD SHX Text

1.50 or 0.90, Whichever Controls Design

AutoCAD SHX Text Dead Load of Structure Components

AutoCAD SHX Text Horizontal Earth Fill Pressure

AutoCAD SHX Text Vertical Earth Pressure from Earth Fill Weight

AutoCAD SHX Text Live Load Surcharge

AutoCAD SHX Text Seismic Earth Pressure

AutoCAD SHX Text Soil and Structural and Nonstructural Components Inertia

AutoCAD SHX Text Vehicular Collision Force

AutoCAD SHX Text

SPECIFICATIONS:

AutoCAD SHX Text

1. AASHTO LRFD BRIDGE DESIGN SPECIFICATION, 8TH EDITION, 2017

AutoCAD SHX Text

2. P.R.H.T.A. STANDARD FOR ROAD & BRIDGE CONSTRUCTION

AutoCAD SHX Text

LOADS:

AutoCAD SHX Text

1. LS: LIVE LOAD SURCHARGE (PARALLEL TO TRAFFIC)........................................... 0.61M

AutoCAD SHX Text

2. CT: VEHICLE COLLISION ....................................................................................... 54 KIPS

AutoCAD SHX Text

STRESSES:

AutoCAD SHX Text

1. SP-934 (FOUNDATION - CLASS V, PERMEABILITY LEVEL 2) ....................... f'c = 5000 psi (28 DAYS)

AutoCAD SHX Text

DESIGN METHOD:

AutoCAD SHX Text

1. LRFD

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1. FOR CONSTRUCTION PHASING & MAINTENANCE OF TRAFFIC (MOT), SEE MOT SHEETS. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH SPECIAL PROVISION 934. 3. EXCEPT WHERE OTHERWISE INDICATED, ALL 90 DEGREE CORNERS SHALL BE CHAMFERED 0.02m & CONSTRUCTION JOINTS INTENTIONALLY ROUGHENED (6mm AMPLITUDE, CLEAN AND FREE OF LOOSE MATERIAL). 4. UNLESS OTHERWISE INDICATED , ALL REBAR SHALL BE UNCOATED & PROVIDED WITH 0.05m MINIMUM CONCRETE CLEAR COVER. 5. THE CONSTRUCTION TOLERANCES FOR THE WALL & FOOTING THICKNESS SHALL BE AS FOLLOWS: +0.025m, -0.000m. THE CONSTRUCTION TOLERANCES FOR THE WALL & FOOTING REINFORCEMENT COVER SHALL BE AS FOLLOWS: +0.006m, -0.006m (DD304). 6. PRIOR TO BEGINNING OF ANY CONCRETE PLACEMENT, A WALL & FOUNDATION PRE-PLACEMENT MEETING CONDUCTED BY THE ENGINEER SHALL BE HELD AT THE JOBSITE. THE CONTRACTOR SHALL INCLUDE REPRESENTATIVES OF ALL SUBCONTRACTORS AND SUPPLIERS INVOLVED IN THE CONCRETE PLACEMENT PROCESS. DURING THE MEETING THE CONTRACTOR SHALL SUBMIT A PRELIMINARY CONCRETE PLACEMENT PLAN TO BE DISCUSSED. IN THIS MEETING THE CONTRACTOR SHALL EXPLAIN ALL THE PHASES OF THE CONCRETE PLACEMENT OPERATIONS TO VERIFY ALL THE PARTS INVOLVED ARE PROPERLY PREPARED TO CONDUCT THE CONCRETE OPERATION. THE PRESENCE OF THE CONTRACTOR, SUPPLIER, THE ENGINEER AND INSPECTOR TO THE MEETING SHALL BE MANDATORY. AFTER THE CONCRETE PRE-PLACEMENT MEETING, THE CONTRACTOR SHALL SUBMIT A WRITTEN FINAL DETAILED PROCEDURE (AT LEAST 3 DAYS BEFORE THE PROPOSED CONCRETING DATE) FOR THE PLACEMENT OF BRIDGE SLAB CONCRETE TO BE VERIFIED BY THE ENGINEER. (DD-304) 7. IN ANY CONSTRUCTION OPERATION ON NEW OR EXISTING ROAD, THE CONTRACTOR SHALL ENSURE THAT ANY CONSTRUCTION LOADING AND STOCKPILED RAW MATERIALS ON A STRUCTURE DOES NOT OVERLOAD ITS MEMBERS. (DD304) 8. REINFORCEMENT SHOP DRAWINGS SHALL BE IN METERS. BAR MARKS SHOULD NOT BE CHANGED. WHERE BARS ARE VARIABLE LENGTH, SUFFIXES CAN BE ADDED TO BAR MARKS. 9. AFTER THE DEMOLITION & REMOVAL OF THE EXISTING ROAD, THE UNDERLYING SUB-BASE COURSE MATERIAL SHALL BE INSPECTED & RE-COMPACTED. MATERIAL FOUND TO BE CONTAMINATED OR OTHERWISE UNSUITABLE BY THE GEOTECHNICAL ENGINEER SHALL BE REMOVED & REPLACED. THE RE-COMPACTION & ANY REQUIRED SUB-BASE COURSE (FOR REPLACEMENT OR ADJUSTING OF GRADE) SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAY ITEM (SP-934). COMPACTION NEAR BACKWALLS SHALL BE ACCOMPLISHED USING LIGHTWEIGHT EQUIPMENT ON REDUCED LIFTS. 10. GUARDRAIL TO BARRIER TRANSITIONS SHALL CONFORM WITH PRHTA STANDARD MODEL MB-47 TO

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4. REINFORCING STEEL (ASTM A615) ................................................................. fy = 60,000 psi

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CONCRETE COVER:

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1. WALL REINFORCEMENT ............................................................................................ 0.08

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2. FOUNDATION TOP REINFORCEMENT ........................................................................ 0.08

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4. CONCRETE BARRIERS .............................................................................................. 0.065

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BAR

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RECOMMENDED END HOOKS , ALL GRADES

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DIMENSION

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DETAILING

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UNIT

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UNIT

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METRIC

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BAR SIZE

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ENGLISH

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STANDARD HOOK TENSION DEVELOPMENT LENGTH

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EMBEDS OR CROSS-BARS (SUCH AS AT BRACKETS) SHALL COMPLY WITH

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2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE

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PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS

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SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR REINFORCING BARS.

AutoCAD SHX Text ASTM A706 REQUIREMENTS WITH A MINIMUM Fy = 60,000 PSI.

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1. ALL REINFORCING STEEL BARS SHALL BE NEW BILLET DEFORMED HIGH

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STRENGTH GRADE STEEL CONFORMING TO ASTM A615 LATEST EDITION

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78,000 PSI AND (2) THE TENSILE STRENGTH SHALL NOT BE LESS THAN

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1.25 THE ACTUAL YIELD STRENGTH. ALL REINF. BARS TO BE WELDED ON

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16. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

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15. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES FROM ALL DAMAGE.

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AND COORDINATE WITH ALL DRAWINGS, DRAWINGS FROM

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14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

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DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ENGINEER.

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GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN

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SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL

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13. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND

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AND LOCAL CODES, STANDARDS, REGULATIONS, AND LAWS.

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ABOVE REFERENCED CODE, AND ALL APPLICABLE FEDERAL, STATE

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12. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE

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KNOWLEDGE, COMPLY WITH ALL APPLICABLE REQUIREMENTS.

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11. THE STRUCTURAL PLANS AND SPECIFICATIONS, TO THE BEST OF OUR

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OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS.

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2. PROVIDE TEMPORARY BRACING TO ENSURE STABILITY OF STRUCTURE

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1. SHORES SHALL BE DESIGNED AND DETAILED BY A PROFESSIONAL

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DURING CONSTRUCTION.

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SHALL BE SIGNED AND SEALED BY SAID ENGINEER.

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DRAWINGS ILLUSTRATING THE SHORING SYSTEM AND SEQUENCING

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ENGINEER LICENSED IN THE COMMONWEALTH OF PUERTO RICO.

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3. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS,

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4. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED

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5. CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AND

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WALLS AND SLABS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS

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WITH IN ANY WAY AFTER SAID TEST IS PERFORMED. REPEAT TEST IF

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BY OTHER TRADES BEFORE CONCRETE IS PLACED.

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LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, CURBS, ETC. AS REQUIRED

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OR APPROVED IN WRITING BY THE ENGINEER.

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WATER IS ADDED AFTER INITIAL SAMPLING.

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APPLIED AT H=32", DISTRIBUTED OVER 10'-0" AT TOP OF WALL AND

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1:1 DISTRIBUTION DOWN AND OUTWARD. DISTRIBUTION BELOW FOOTING

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TAKEN NO LESS THAN 40'-0".

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3. EQE: SEISMIC..................................................................................................... kh=0.2, kv=0.0

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4. EH: SOIL............................................................................................................ 33ª, 133 PSF (GRANULAR FILL BEHIND WALL)

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2. SP-934 (RETAINING WALL - CLASS V, PERMEABILITY LEVEL 2) ................. f'c = 5000 psi (28 DAYS)

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3. SP-934 (BARRIERS CLASS III, PERMEABILITY LEVEL 2) ............................... f'c = 3000 psi (28 DAYS)

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3. FOUNDATION BOTT. REINFORCEMENT ...................................................................... 0.10

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1. THE CONTRACTOR SHALL NOTIFY THE PRHTA'S SOILS ENGINEERING OFFICE AT LEAST

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(3) DAYS PRIOR TO COMPLETION OF EXCAVATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE

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2. ALL SOFT, LOOSE. OR OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED

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AS NECESSARY WITH COMPACTED FOUNDATION FILL.

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3. FOLLOW ALL GEOTECHNICAL RECOMMENDATIONS, PROCEDURES AND SPECIFICATIONS REGARDING

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SOIL COMPACTION OF NEW SOIL FILL MATERIAL.

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STRUCTURAL NOTES & DESIGN CRITERIA

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AC-811544

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AIBONITO

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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MUNICIPALITY OF AIBONITO, PUERTO RICO

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ER-HWY-410, HIGHWAY PR-722 KM 5.70

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PR-722

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PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

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KLEIN ENGINEERING, PSC

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ENGINEERING CONSULTANTS

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DESIGN

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DRAWING

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TRACED

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CHECK

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FINAL CHECK

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A.C. PROJECT

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CODE NO.

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DATE

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REVISION

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TOTAL

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SHEETS

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MUNICIPALITY

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HIGHWAY

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FISCAL

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YEAR

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ISLAND

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SHEET

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NO.

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FED. AID H'WAY

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PROJECT N0.

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ER-9999(320)

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RETAINING WALL FOUNDATION PLAN

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SCALE: 1:200

AutoCAD SHX Text NOTES: 1. CONTACT ARCHITECT OR ENGINEER IN RECORD IF ANY DISCREPANCY IS FOUND DURING CONSTRUCTION WITH PROPOSED DETAILS. EXISTING CONDITIONS MAY VARY FROM AS-BUILT PLANS. 2. CONTRACTOR IS RESPONSIBLE FOR THE WAYS AND METHODS OF CONSTRUCTION. 3.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 3.FOLLOW ALL RECOMMENDATION PRESENTED ON THE GEOTECHNICAL REPORT BY DESPIAU ASSOCIATES.

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RW-3

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INLET #1

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INLET #2

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RW-3

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RW-3

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CONCRETE SWALE

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RETAINING WALL FOUNDATION PLAN

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AC-811544

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AIBONITO

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LANDSLIDE AND ROAD DAMAGE EVALUATION

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MUNICIPALITY OF AIBONITO, PUERTO RICO

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ER-HWY-410, HIGHWAY PR-722 KM 5.70

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PR-722

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PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

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KLEIN ENGINEERING, PSC

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ENGINEERING CONSULTANTS

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DESIGN

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WORK

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DRAWING

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TRACED

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A.C. PROJECT

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CODE NO.

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DATE

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MUNICIPALITY

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HIGHWAY

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FISCAL

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YEAR

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ISLAND

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SHEET

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NO.

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FED. AID H'WAY

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PROJECT N0.

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ER-9999(320)

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FOOTING

FOOTING KEY

RETAINING WALL

BARRIER

NOTES:

1. CONTACT ARCHITECT OR ENGINEER IN RECORD IF ANY DISCREPANCY IS

FOUND DURING CONSTRUCTION WITH PROPOSED DETAILS. EXISTING

CONDITIONS MAY VARY FROM AS-BUILT PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR THE WAYS AND METHODS OF

CONSTRUCTION.

3.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

3.FOLLOW ALL RECOMMENDATION PRESENTED ON THE GEOTECHNICAL

REPORT BY DESPIAU ASSOCIATES.

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RETAINING WALL PROFILE

Text Box

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STA-D3

TO AIBONITO

TO CAYEY

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

UNKNOWN UTILITY

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

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0+70

0+80 0+901+00

1+10

1+20

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1+40

1+50

1+60

1+63

PS&E 9

ER-HWY-410

LOCATION

STA-D3

TO AIBONITO

TO CAYEY

475.747

470.65

475.747

469.67 469.17

476.724

476.871

469.73

474.14

UNKNOWN UTILITY

ELEC

KMKM

X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=220,100Y=

3, X=219,900Y=

3, X=219,925Y=

3, X=219,950Y=

3, X=219,975Y=

3, X=220,000Y=

3, X=220,025Y=

3, X=220,050Y=

3, X=220,075Y=

3, X=220,100Y=

3, X=219,900Y=

2, X=219,925Y=

2, X=220,075Y=

2, X=220,100Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=220,100Y=

2, X=219,900Y=

2, X=219,925Y=

2, X=219,950Y=

2, X=219,975Y=

2, X=220,000Y=

2, X=220,025Y=

2, X=220,050Y=

2, X=220,075Y=

2, X=220,100Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

476 475 474

STA-D4

474.595

476.871

473.716

473.22 472.35

471.02

X=219,875Y=

3, X=219,875Y=

2, X=219,875Y=

2, RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

AIBONITO

0+00

0+20

0+40

0+60

0+80 1+00

1+20

1+40

1+60 1+80

2+00

LINE-PR-722 ENDS

STA:2+50.47

MEET EXISTING

EDGE OF PAVEMENT

X=220,063.3343 Y=232,906.5083

LINE-PR-722 BEGINS

STA:0+00.00

MEET EXISTING

EDGE OF PAVEMENT

X=219,883.5994 Y=232,994.9365

-0+00

0+10 0+20

0+30 0+40

0+50 0+60

0+70 0+80

0+901+00 1+10

1+20

1+30

1+40

1+50

1+60

1+63

23 26

29 28

E E

8 9

11 12 13 14

38-39 41-30 40-41

39-40

33-34 34-35

35-36

36-37

37-1

2-3

3-4

4-5

5-6

6-7

7-8

8-9 9-10 10-11 11-12 12-13 13-14 14-15

-1

17-18 18-19

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-2

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-2

4 24-25

25-26

-2

27-28

28-29

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-3

31-32

-3

100-01

100-02

33-38

CARLOS JUAN ORTIZ ZAYAS

Y MARIA MAGDALENA

RODRIGUEZ RODRIGUEZ

298-000-006-32

FINCA NUM. 14

104 105

1-37

37-36

36-35

35-34

34-29

29-28

28-42

100-101

101-102

102-103

103-104

104-105

105-106

PARCEL NAME: CARLOS JUAN ORTIZ ZAYAS Y MARIA MAGDALENA RODRIGUEZ RODRIGUEZ

CATASTRO: 298-000-006-32

PARCEL NO.: 100-02 (T.C.E.)

POINTS

1-2

2-3

3-4

4-5

5-6

6-7

7-8

8-9

9-10

10-11

11-12

12-13

13-14

14-15

15-16

16-17

17-18

18-19

19-20

20-21

21-22

22-23

23-24

24-25

25-26

26-27

27-28

28-29

29-30

30-31

31-32

32-33

33-34

34-35

35-36

36-37

37-1

BEARING

N34° 05' 51.17"E

S57° 59' 37.53"E

N79° 13' 21.57"E

S47° 06' 38.06"E

N62° 37' 44.91"E

S66° 03' 27.18"E

S59° 23' 24.17"E

S81° 29' 36.19"E

N64° 58' 52.35"E

S77° 14' 31.41"E

S83° 53' 43.86"E

N85° 45' 55.47"E

N89° 59' 18.38"E

N48° 47' 51.36"E

N15° 58' 54.38"E

N36° 51' 20.82"E

N83° 29' 07.91"E

S69° 32' 35.70"E

S29° 01' 15.27"E

S4° 51' 46.88"E

N81° 28' 25.15"E

N76° 48' 44.49"E

N24° 29' 23.91"E

S26° 33' 03.36"E

N87° 42' 28.41"E

S12° 55' 55.25"E

ANGLE=43°28'22"

RADIUS=34.78

ANGLE=6°08'25"

RADIUS=103.94

S82° 06' 00.50"W

N16° 16' 10.56"W

S73° 43' 49.44"W

S16° 16' 10.56"E

S82° 06' 00.50"W

ANGLE=30°17'20"

RADIUS=105.57

N67° 36' 39.85"W

N57° 29' 42.44"W

N55° 06' 04.53"W

DISTANCE

3.32

19.26

9.24

9.89

5.97

17.06

14.16

2.15

5.92

6.61

3.95

4.31

6.94

8.28

7.42

6.35

5.78

6.78

7.29

5.77

8.11

12.77

21.25

21.55

13.38

19.97

TANGENT=13.86

ARC LENGHT=26.39

TANGENT=5.57

ARC LENGHT=11.14

23.12

21.16

4.52

20.50

22.02

TANGENT=28.57

ARC LENGHT=55.81

14.04

15.16

20.41

COORDINATES

(BEGIN)

N=233000.1728 E=219887.1619

N=233002.9234 E=219889.0239

N=232992.7170 E=219905.3536

N=232994.4452 E=219914.4328

N=232987.7162 E=219921.6769

N=232990.4597 E=219926.9763

N=232983.5358 E=219942.5699

N=232976.3269 E=219954.7547

N=232976.0095 E=219956.8764

N=232978.5127 E=219962.2400

N=232977.0529 E=219968.6874

N=232976.6330 E=219972.6137

N=232976.9513 E=219976.9124

N=232976.9527 E=219983.8544

N=232982.4078 E=219990.0852

N=232989.5450 E=219992.1293

N=232994.6230 E=219995.9358

N=232995.2786 E=220001.6770

N=232992.9079 E=220008.0323

N=232986.5293 E=220011.5711

N=232980.7792 E=220012.0604

N=232981.9821 E=220020.0839

N=232984.8944 E=220032.5129

N=233004.2298 E=220041.3205

N=232984.9532 E=220050.9528

N=232985.4884 E=220064.3247

N=232966.0223 E=220068.7945

N=232975.2610 E=220044.7507

N=232974.8734 E=220033.6236

N=232971.6964 E=220010.7277

N=232992.0114 E=220004.7989

N=232990.7453 E=220000.4607

N=232971.0686 E=220006.2032

N=232968.0425 E=219984.3946

N=232974.9985 E=219929.6741

N=232980.3478 E=219916.6887

N=232988.4954 E=219903.9018

COORDINATES

(END)

N=233002.9234 E=219889.0239

N=232992.7170 E=219905.3536

N=232994.4452 E=219914.4328

N=232987.7162 E=219921.6769

N=232990.4597 E=219926.9763

N=232983.5358 E=219942.5699

N=232976.3269 E=219954.7547

N=232976.0095 E=219956.8764

N=232978.5127 E=219962.2400

N=232977.0529 E=219968.6874

N=232976.6330 E=219972.6137

N=232976.9513 E=219976.9124

N=232976.9527 E=219983.8544

N=232982.4078 E=219990.0852

N=232989.5450 E=219992.1293

N=232994.6230 E=219995.9358

N=232995.2786 E=220001.6770

N=232992.9079 E=220008.0323

N=232986.5293 E=220011.5711

N=232980.7792 E=220012.0604

N=232981.9821 E=220020.0839

N=232984.8944 E=220032.5129

N=233004.2298 E=220041.3205

N=232984.9532 E=220050.9528

N=232985.4884 E=220064.3247

N=232966.0223 E=220068.7945

N=232975.2610 E=220044.7507

N=232974.8734 E=220033.6236

N=232971.6964 E=220010.7277

N=232992.0114 E=220004.7989

N=232990.7453 E=220000.4607

N=232971.0686 E=220006.2032

N=232968.0425 E=219984.3946

N=232974.9985 E=219929.6741

N=232980.3478 E=219916.6887

N=232988.4954 E=219903.9018

N=233000.1728 E=219887.1619

PARCEL AREA: 85.6568 SqM = 0.0218 cdas

PARCEL AREA: 2143.3748 SqM = 0.5453 cdas

R.O.W. PARCEL SUMMARY

CODE NO.

100-01

100-02

OWNER

CARLOS JUAN ORTIZ ZAYAS Y MARIA MAGDALENA RODRIGUEZ RODRIGUEZ 100-01 (T.B.A.)

CARLOS JUAN ORTIZ ZAYAS Y MARIA MAGDALENA RODRIGUEZ RODRIGUEZ 100-02 (T.C.E.)

AREA TO BE

ADQUIRED (sqm)

85.6568

2143.3748

AREA TO BE

ADQUIRED (cdas)

0.0218

0.5453

PARCEL NAME: CARLOS JUAN ORTIZ ZAYAS Y MARIA MAGDALENA RODRIGUEZ RODRIGUEZ

CATASTRO: 298-000-006-32

PARCEL NO.: 100-01 (T.B.A.)

POINTS

30-31

31-32

32-33

33-38

38-39

39-40

40-41

41-30

BEARING

N16° 16' 10.56"W

S73° 43' 49.44"W

S16° 16' 10.56"E

S82° 06' 00.50"W

S16° 16' 10.56"E

S74° 42' 58.55"W

N16° 16' 10.56"W

S82° 06' 00.50"W

DISTANCE

21.16

4.52

20.50

0.77

2.63

3.00

3.02

0.77

COORDINATES

(BEGIN)

N=232971.6964 E=220010.7277

N=232992.0114 E=220004.7989

N=232990.7453 E=220000.4607

N=232971.1741 E=220006.9637

N=232973.7000 E=220006.2266

N=232974.4909 E=220009.1209

N=232971.5909 E=220009.9672

N=232971.6964 E=220010.7277

COORDINATES

(END)

N=232992.0114 E=220004.7989

N=232990.7453 E=220000.4607

N=232971.0686 E=220006.2032

N=232971.1741 E=220006.9637

N=232973.7000 E=220006.2266

N=232974.4909 E=220009.1209

N=232971.5909 E=220009.9672

PR-722 NORTHBOUND PERIMETER TABLE

POINTS

1-37

37-36

36-35

35-34

34-29

29-28

28-42

BEARING

S55° 06' 04.53"E

S57° 29' 42.44"E

S67° 36' 39.85"E

A=30.29, R=105.57

N82° 06' 00.50"E

A=6.14, R=103.91

A=105.01, R=34.78

DISTANCE

20.41

15.16

14.04

T=28.57, L=55.81

49.70

T=5.57, L=11.14

T=45.33, L=63.74

COORDINATES

(BEGIN)

N=233000.1728 E=219887.1619

N=232988.4954 E=219903.9018

N=232980.3478 E=219916.6887

N=232974.9985 E=219929.6741

N=232968.0425 E=219984.3946

N=232974.8734 E=220033.6236

N=232975.2610 E=220044.7507

COORDINATES

(END)

N=232988.4954 E=219903.9018

N=232980.3478 E=219916.6887

N=232974.9985 E=219929.6741

N=232968.0425 E=219984.3946

N=232974.8734 E=220033.6236

N=232975.2610 E=220044.7507

N=232931.9009 E=220078.8852

PR-722 SOUTHBOUND PERIMETER TABLE

POINTS

100-101

101-102

102-103

103-104

104-105

105-106

BEARING

S57° 29' 42.44"E

S67° 36' 39.85"E

A=30.29, R=118.07

N82° 06' 00.50"E

A=7.31, R=91.90

A=99.05, R=22.23

DISTANCE

6.90

15.15

T=31.96, L=62.42

49.49

T=5.87, L=11.73

T=26.06, L=38.44

COORDINATES

(BEGIN)

N=232972.9215 E=219905.0821

N=232969.2114 E=219910.9046

N=232963.4408 E=219924.9129

N=232955.6611 E=219986.1126

N=232962.4636 E=220035.1367

N=232962.6721 E=220046.8565

COORDINATES

(END)

N=232969.2114 E=219910.9046

N=232963.4408 E=219924.9129

N=232955.6611 E=219986.1126

N=232962.4636 E=220035.1367

N=232962.6721 E=220046.8565

N=232935.4049 E=220066.8744

REMNANT (sqm)

63,591.4688

REMNANT (cdas)

16.1794

KMKM

STA-D1 STA-D2

STA-D3

CURB

START BROKEN CURB

END CURB

CURB

ASPHALT EDGE

OPEN C.B.

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File details come from the government source that posted it. Updated Jun 22, 2022.