Appendix_A-PR-ST-ER-PRMNT-RPR(1)_Plans-30.pdf

PROJECT

PR ST ER PRMNT RPR(l) U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

KEY MAP OF PUERTO RICO 12 24

SCALE IN MILES

DESCRIPTION OF PROJECT

IMPROVEMENT: Design and permanent repair of storm damaged bridges.

PROJECT LENGTH: 0.09 Miles

LANE MILES: 0.18 Miles

ROAD:

PR-957 AND PR-962

BRIDGE:

WIDTH SURFACE

20' - 34' 2" - 4" ACP

Bridge 653

Bridge 606

Date of Last Inspection: 07/19/2023

Date of Last Inspection: 02/01/2023

DESIGN DESIGNATION:

PR 957-Bridge 653 PR 962-Bridge 606

ADT (YR) 2997 (2016) 4412 (2016)

ADT (YR) 4082 (2038) 6010 (2038)

DHV 240 485

D 50/50 80/20 %Trucks 0% 1%

V (MPH) 30 30

C/A None None e(max) 8% 8%

SPECIFICATIONS:

"Puerto Rico Highway And Transportation Authority Standard Specifications For Road And Bridge Construction 2005"

Project Manager Highway Design Manager Lead Designer

Edna Gomez-Rosario Chris Burnell Michael Toomer

BASE SUBGRADE

4" - 6" N/A

PLANS FOR PROPOSED

PROJECT PR ST ER PRMNT

RPR(l)

REPAIRS ON BRIDGES

606 AND 653

CANOVANAS MUNICIPALITIES,

PUERTO RICO

PROJECT

PR ST ER PRMNT RPR(l)

CARIBBEAN SEA

ATLANTIC OCEAN

0 12

SCALE IN MILES

SHEET

NO

A0l A02-A03 A04-A06 B01-B03 D01-D12 R01-R02

N

STATE PROJECT

SHEET

NUMBER

PR PR ST ER PRMNT RPR(l) AOl

INDEX TO SHEETS

DESCRIPTION

Title Sheet Symbols And Abbreviations Location Map Typical Sections Construction Plans and Profiles Bridge Plans

Know what's below.

Call before you dig.

30 °/o PLANS

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

JULY 2024

sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S typ.

Ts

TS

traf.

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance

VPI

vph var.

V vertical point of intersection vehicles per hour varies design speed

W west mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

BH TP

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

HW

hex.

hdwl.

inv.

ID

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

LW

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

HW

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water hexagon headwall

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:3

P

M

J a n u a ry

S

H E

E T

C

U s e rs \m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\A

-A

E

R -P

R M

N T

-R P

R (1 s y m b o l.

d g n

STATE PROJECT

NUMBER

SHEET

PR PR ST ER PRMNT RPR(1) A02

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

SYMBOLS AND ABBREVIATIONS

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

:5

A

J u ly

S

H E

E

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

H

W Y

D

E S

\C A

D D

\A

-A

E

R -P

R M

N T

-R P

R (1 s y m b o l.

d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) A03

E: 844847.9279 N: 848308.3880 Bridge 606 - Canóvanas

E: 844687.0318 N: 839761.3684 Bridge 653 - Canóvanas

LOCATION MAP

NOT TO SCALE

:0 a n u a r y

S h e e t

A

O v e r v ie w L o c a ti o n M a p

P R

O J E

C T

S

S T

A T

E D

O T

\P R

\E R

P R

M N

T R

P R

(1

H W

Y D

E S

\C A

D D

\A -A

E

R -P

R M

N T

-R P

R (1 lo c .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) A04

E: 844847.9279

N: 848308.3880

- CanóvanasBridge 606

TO CAROLINA

5 KM

T O

L O

M A

S

K

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

CANÓVANAS, PR

BRIDGE 606

PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

NOT TO SCALE

:3 a n u a r y

S h e e t

A

B r id g e

P R

O J E

C T

S

S T

A T

E D

O T

\P R

\E R

P R

M N

T R

P R

(1

H W

Y D

E S

\C A

D D

\A -A

E

R -P

R M

N T

-R P

R (1 lo c .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) A05

E: 844687.0318

N: 839761.3684

Bridge 653 - Canóvanas

T O C

A R

O L I

N A

T O

L O

M A

S

K

M

K

M

K

M

T O R

ÍO

G

R A

N D E

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

CANÓVANAS, PR

BRIDGE 653

PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

NOT TO SCALE

:5 a n u a r y

S h e e t

A

B r id g e

P R

O J E

C T

S

S T

A T

E D

O T

\P R

\E R

P R

M N

T R

P R

(1

H W

Y D

E S

\C A

D D

\A -A

E

R -P

R M

N T

-R P

R (1 lo c .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) A06

CL

(BRIDGE 606 REALIGNMENT)

PR-962 PROPOSED APPROACH TYPICAL SECTION

Proposed Pavement (Depth and type TBD)

Aggregate Base (Depth TBD)

18" Depth Non-Mountable PCC Curb

4" Concrete

4" Aggregate Base

Varies1V:3H or flatter

(Depth Varies)

Embankment Construction

1V:3 H o r fl att erVa rie s

4% 2% 2% 4% 1%

8' 11' 11' 2.5' 5'

Curb - 0.5'

Paved Shoulder Travel Lane Travel Lane

Shoulder

Paved

Sidewalk

CL

(BRIDGE 606 REALIGNMENT)

PR-962 PROPOSED RETAINING WALL TYPICAL SECTION

Proposed Pavement (Depth and type TBD)

Aggregate Base (Depth TBD)

18" Depth Non-Mountable PCC Curb

4" Concrete

4" Aggregate Base

4% 2% 2% 4% 1%

8' 11' 11' 2.5' 5'

Curb - 0.5'

Paved Shoulder Travel Lane Travel Lane

Shoulder

Paved

Sidewalk

Embedment Depth Varies (typ.)

Wall Height Varies

Select Granuar Backfill (typ.)

Precast Concrete Panel Facing (typ.)

Concrete Guardwall (typ.)

Embankment Construction (Depth Varies)

Placed Riprap, Method A, Class 4 (typ.)

Guardrail MGS, Type 2, Class A Steel Posts (typ.)

Existing Ground (typ.)

Existing Ground (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

PR-962 (BRIDGE 606)

:2

J a n u a r y

B

B R

T y p ic ls

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\B -B

-E

R -P

R M

N T

-R P

R (1

B

R ty p .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) B01

See Note 1

2% & varies

Existing aggregate base course

Variable Depth

Existing asphalt pavement

Two-way Traffic

18' ±

Method 2

Roadway obliteration, Limit of construction

CL

(BRIDGE 606 REALIGNMENT)

PR-962 PROPOSED APPROACH ROADWAY OBLITERATION TYPICAL SECTION

NOTES:

accordance with Section 625.

Establish turf on all disturbed areas in 2.

and eliminate any low spots.

Grade existing roadway prism to drain 1.

U.S. DEPARTMENT OF TRANSPORTATION

PR-962 (BRIDGE 606)

:5

J a n u a r y

B

B R

T y p ic a ls

S h e e t

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\B

-E

R -P

R M

N T

-R P

R (1

B

R ty p .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) B02

L

(BRIDGE 653)

PR-957 PROPOSED APPROACH TYPICAL SECTION

Proposed Pavement (Depth and type TBD)

Aggregate Base (Depth TBD)

18" Depth Non-Mountable PCC Curb

4" Concrete

4" Aggregate Base

Va rie s

1V:3 H o r fl att er

4%2%2%4%1%

1'11'11'0'-3' Varies5'

Curb - 0.5'

Travel LaneTravel Lane

Shoulder

Paved Sidewalk

Existing Ground (typ.)

Embankment Construction

Shoulder

Paved

Structure transition railing (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

PR-957 (BRIDGE 653)

:4

J a n u a r y

B

B R

T y p ic ls

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

H

W Y

D

E S

\C A

D D

\B

-B

-E R

-P R

M N

T -R

P R

(1 d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) B03

I

V

.8

I N

V

.5

X .6

'R

C P

BERM

BERM

BERM BERM

JH

6060BROKEN

INFO

CURVE WARNING

25MPH

SPEED LIMIT

N

BEGIN PROJECT

Sta. 102+00

N 848341.4139

E 844753.5390

Sta. 102+00

Begin Mill & Overlay

Sta. 106+20

Begin existing Roadway ObliterationPR 962 Proposed Centerline

Proposed Edge of Travelway

Proposed Edge Shoulder

Proposed Concrete Sidewalk, width = 5'

Proposed Cut/Fill Limits

Sta. 102+60 to Sta. 103+00

Type MGS Flared

Proposed Guardrail Terminal Section, Sta. 103+00

Begin Proposed Concrete Sidewalk

Begin Roadway Reconstruction

End Mill & Overlay

Sta. 103+00 to Sta. 109+20

Class A Steel Posts

Proposed Guardrail MGS, Type 2, Existing Edge of Right of Way Limits

Sta. 103+95

Remove and replace culvert

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PLAN

PR-962 (BRIDGE 606)

STA. 103+00 TO STA. 107+50

S T

A

M A

T C

H L I N

E

SCALE IN FEET

0 20 40

S70°44'32"E e = ___

'126.41L =

'63.24T =

'1,600.00R =

(LT)04°31'37"Δ =

101+49.07PI

e = ___ '257.27L = '130.64T = '600.00R =

(LT)24°34'04"Δ =

107+42.13PI

.2

.4

:4

J a n u a ry

S h e e t

D

B

R

P la n

C

U s e rs \m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D

-D

-E R

-P R

M N

T -R

P R

(1

B R

-v

P P

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D01

.5

Sta. 103+00

Begin Roadway Reconstruction

Existing Ground

BEGIN PROJECT

Sta. 102+00

Elev. 58.43'

Exist. Inv. 53.1968'

Sta. 103+94.64

(Designed by DB Team)

Existing 30" Culvert to be removed and replaced

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-962 (BRIDGE 606)

STA. 102+00 TO STA. 107+50

101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50

40 40

42 42

44 44

46 46

48 48

50 50

52 52

54 54

56 56

58 58

60 60

62 62

64 64

66 66

68 68

70 70

72 72

74 74

76 76

78 78

80 80

82 82

84 84

+0.008% +0.008%

.4

.4

.6

' VC100

80K =

'INFHLSD =

' VC534

100K =

'440.47HLSD =

:0

J a n u a r y

S h e e t

D

B R

P r o f il e

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D -D

-E

R -P

R M

N T

-R P

R (1

B

R -v

P

P .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D02

BERM

BERM

BERM

GABION WALL

GABION WALL

NAIL

CURVE WARNING

NAIL

NAIL

PK

JH

LANDSCAPING

LANDSCAPING

STOCKPILE

ROCK

STOCKPILE

ROCK

BAM

BO

O

OM

CHEVRON

OM

OM

POST

N

PR 962 Proposed Centerline

Proposed Edge of TravelwayProposed Edge of Shoulder

Existing Bridge 606 to be removed

Existing Roadway to be Obliterated

Proposed Concrete Sidewalk, width = 5'

Proposed Cut/Fill Limits

Sta. 103+00 to Sta. 109+20

Class A Steel Posts

Proposed Guardrail MGS, Type 2, Existing Edge of Right of Way Limits

Sta. 109+20

Begin Proposed Bridge

End Roadway Approach

Sta. 111+72

Begin Roadway Approach

End Proposed Bridge

See R-Sheets for Bridge Plans

Sta. 109+20 to Sta. 111+72

Proposed Bridge 606

C a n o v a n a s R iv e r

C a n o v a n a s R iv e r

C a n o v a n a s R iv e r

Sta. 111+72 to Sta. 114+60

Left Offset - 19'

Right Offset - 19'

Proposed Concrete Guardwall

Proposed Retaining Wall

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PLAN

PR-962 (BRIDGE 606)

STA. 107+50 TO STA. 113+00

S T

A

M A

T C

H L I N

E

S T

A

M A

T C

H L I N

E

SCALE IN FEET

0 20 40

N84°41'24"E e = ___

'257.27L =

'130.64T =

'600.00R =

(LT)24°34'04"Δ =

107+42.13PI

.7

:0 u ly

S h e e t

D

B

R

P la n

M P

R O

J E

C T

S

S T

A T

E D

O T

\P R

\E R

P R

M N

T R

P R

(1

H W

Y D

E S

\C A

D D

\D -D

-E

R -P

R M

N T

-R P

R (1

B

R -v

P

P .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D03

Sta. 109+20

Elev. 77.00'

BEGIN PROPOSED BRIDGE

Sta. 111+72

Elev. 90.49'

END PROPOSED BRIDGE Exist. Elev. 65.39'

Elev. 90.92'

Sta. 111+72

Begin Proposed Retaining Wall

Existing Ground

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-962 (BRIDGE 606)

STA. 107+50 TO STA. 113+00

107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00

56 56

58 58

60 60

62 62

64 64

66 66

68 68

70 70

72 72

74 74

76 76

78 78

80 80

82 82

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

+5.

3%

:2

J a n u a r y

S h e e t

D

B R

P r o f il

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D -D

-E

R -P

R M

N T

-R P

R (1

B

R -v

P

P .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D04

X .6

'R

C P

IN

V

.6

WV

PS

I G

AUGE

NAIL

1.8 KM

N

Sta. 116+65

End existing Roadway Obliteration

PR 962 Proposed Centerline

Proposed Edge of Travelway Proposed Edge of Shoulder

Existing Roadway to be Obliterated

Proposed Concrete Sidewalk, width = 5'

Sta. 111+72 to Sta. 114+60

Left Offset - 19'

Right Offset - 19'

Proposed Concrete Guardwall

Proposed Retaining Wall

Proposed Cut/Fill Limits

Sta. 114+60 to Sta. 121+00

Class A Steel Posts

Proposed Guardrail MGS, Type 2, Existing Edge of Right of Way Limits

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PLAN

PR-962 (BRIDGE 606)

STA. 113+00 TO STA. 118+50

S T

A

M A

T C

H L I N

E

S T

A

M A T

C H

L

IN

E

SCALE IN FEET

0 20 40 e = ___

'506.73L =

'269.58T =

'600.00R =

(RT)48°23'21"Δ =

117+93.52PI

.9

3 1

4 1

5 1

:4

J a n u a ry

S h e e t

D

B

R

P la n

C

U s e rs \m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D

-D

-E R

-P R

M N

T -R

P R

(1

B R

-v

P P

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D05

Exist. Elev. 97.29'

Elev. 105.91'

Sta. 114+60

End Proposed Retaining Wall

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-962 (BRIDGE 606)

STA. 113+00 TO STA. 118+50

113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00

78 78

80 80

82 82

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

+5.

3%

117+50 118+00 118+50

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

142 142

144 144

146 146

+5.

3%

:0 e c e m b e r

S h e e t

D

B R

P r o f il

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D -D

-E

R -P

R M

N T

-R P

R (1

B

R -v

P

P .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D06

X .6

'R

C P

I N

V

.6

I N

V

.7

"X

.4

'R

C P

IN

V

.6

IN

V

.1

NAIL

ROCK WALL

NAIL

TEL CONDUIT

ABANDONED

BENT

EM

NAIL

N

Sta. 122+00

N 847960.4528

E 846636.7822

END PROJECT

Sta. 121+00

Begin Mill & Overlay

End Proposed Concrete Sidewalk

End Roadway Reconstruction

Sta. 122+00

End Mill & Overlay

PR 962 Proposed Centerline

Proposed Edge of Travelway Proposed Edge of Shoulder

Proposed Concrete Sidewalk, width = 5'

Sta. 114+60 to Sta. 121+00

Class A Steel Posts

Proposed Guardrail MGS, Type 2, Sta. 121+00 to Sta. 121+40

Type MGS Flared

Proposed Guardrail Terminal Section, Existing Edge of Right of Way Limits

Proposed Cut/Fill Limits

Sta. 120+88

Remove and replace culvert

Sta. 118+56

Remove and replace culvert

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PLAN

PR-962 (BRIDGE 606)

STA. 118+50 TO STA. 122+00

S T

A

M A

T C

H L I N

E

SCALE IN FEET

0 20 40

S46°55'15"E e = ___

'506.73L =

'269.58T =

'600.00R =

(RT)48°23'21"Δ =

117+93.52PI

.6

.4

P

O

:4

J a n u a ry

S h e e t

D

B

R

P la n

C

U s e rs \m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D

-D

-E R

-P R

M N

T -R

P R

(1

B R

-v

P P

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D07

END PROJECT

Sta. 122+00

Elev. 162.23'

Sta. 121+00

End Roadway Reconstruction

Exist. Inv. 138.9595'

Sta. 120+87.75

(Designed by DB Team) to be removed and replaced

Existing 30" Culvert

Exist. Inv. 118.0689'

Sta. 118+55.53

(Designed by DB Team) to be removed and replaced

Existing 30" Culvert (Not Shown)

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-962 (BRIDGE 606)

STA. 118+50 TO STA. 122+00

118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50

124 124

126 126

128 128

130 130

132 132

134 134

136 136

138 138

140 140

142 142

144 144

146 146

148 148

150 150

152 152

154 154

156 156

158 158

160 160

162 162

164 164

166 166

168 168

.1

.9

+5.

3%

.1

.9

.8

' VC5

3.92K =

'894.82SSD =

' VC167

25K =

'152.07HLSD =

:0 e c e m b e r

S h e e t

D

B R

P r o f il

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D -D

-E

R -P

R M

N T

-R P

R (1

B

R -v

P

P .d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D08

T C

H L I

N E

U.S. DEPARTMENT OF TRANSPORTATION

CONSTRUCTION PLAN

PR-957 (BRIDGE 653)

STA. 200+00 TO STA. 207+20

PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

SCALE IN FEET

0 25 50

:4

J a n u a r y

D

B r id g e

S h e t]

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\P R

E R

P R

M N

T R

P R

(1

C A

D D

\D -D

E

R -P

R M

N T

-R P

R (1

B

R

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D09

BEGIN PROJECT

Sta. 200+00

N 839761.3684

E 844687.0318

Sta. 200+80

Begin Mill & Overlay

Sta. 203+60

Begin Roadway Reconstruction

End Mill & Overlay

Limits

Existing Edge of Right-of-Way

PR-957 Proposed Centerline

Limits

Existing Edge of Right-of-Way

Proposed edge of pavement

Edge of Travelway

Proposed Edge of Shoulder

Proposed Concrete Sidewalk

Limits

Existing Edge of Right-of-Way

Right-of-Way Limits

Existing Edge of

PR-957

C A

M

IN

O L

O S N

A V

A R

R O

S

Structure transition railing

Structure transition railing

N84°06'59"E N84°27'17"E e = ___

'8.86L =

'4.43T =

'1,500.00R =

(RT)00°20'18"Δ =

203+03.42PI

e = ___ '16.38L = '8.19T =

'1,500.00R =

(RT)00°37'33"Δ =

205+65.77PI

PC

.8

PT

PC

.0

P

B

BEGIN PROJECT

BEGIN PROPOSED BRIDGE

END PROPOSED BRIDGE

Sta. 200+80

Overlay

Begin Mill and

See R-Sheets for Bridge Plans

Sta. 203+60

Reconstruction

Begin Roadway

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-957 (BRIDGE 653)

STA. 200 TO STA. 207+20

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00

130 130

140 140

150 150

160 160

170 170

Sta. 200+00

Elev. 146.28

Sta. 204+23

Elev. 152.77

Sta. 205+24

Elev. 153.31

MATCH EXISTING

+2.39

3%

+1.781

+1.089%

+0.267% -1.307%

+2.24 1%

+2.39 3%

+1.781

+1.089%

+0.267% -1.307% +2.24 1%1

.1

5 1 .7

.1

.1

.8

.8

H

' VC45

65.00K =

'982.16SSD = ' VC25

30.00K =

'821.28SSD =

' VC55

35.00K =

'449.63SSD =

' VC71

20K =

'181.23HLSD =

.2

:2 u ly

D

S h e

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

H

W Y

D

E S

\C A

D D

\D

-D

E R

-P R

M N

T -R

P R

(1

B R

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D10

U.S. DEPARTMENT OF TRANSPORTATION

CONSTRUCTION PLAN

BRIDGE 653

STA. 207+20 TO STA. 210+91

PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

SCALE IN FEET

0 25 50

M A

T C

H L I

N E

:0 u ly

D

B r id g e

S h e t]

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

H

W Y

D

E S

\C A

D D

\D

-D

E R

-P R

M N

T -R

P R

(1

B R

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D11

BL10 BL10

BL10

B L

B L

P

B

B L

B L

B L

N

Sta. 210+91

N 839863.1115

E 845765.3433

END PROJECT

Right-of-Way Limits

Existing Edge of

Right-of-Way Limits

Existing Edge of

Proposed edge of pavement

PR-957 Proposed Centerline

PR-9579

END PROJECT

U.S. DEPARTMENT OF TRANSPORTATION PUERTO RICO HIGHWAYS AND TRANSPORTATION AUTHORITY

CONSTRUCTION PROFILE

PR-957 (BRIDGE 653)

STA. 207+20 TO STA. 210+91

Existing Ground

208+00 209+00 210+00

140 140

150 150

160 160

170 170

180 180

MATCH E

XIS

TIN

G

MATCH E

XIS

TIN

G

Sta. 210+91

Elev. 165.55

.5

:2 u ly

D

S h e

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

H

W Y

D

E S

\C A

D D

\D

-D

E R

-P R

M N

T -R

P R

(1

B R

.d g n

STATE PROJECT

NUMBER

PR PR ST ER PRMNT RPR(1) D12

OM

CHEVRON

C Rdwy.L barrier (typ.)

Concrete

Exis ting C P

R-9

Gabion wall

Existing bridge

5 7

Overhead telephone Overhead power

R/W

R/W

R/W

R/W

Sta. 109+20.00

Begin Bridge @ C Rdwy.

Gutterline

Sta. 111+72.00

End Bridge @ C Rdwy.

15° concrete I-beam (typ.)

AASHTO III prestress

C West abut. C East abut.C Pier 1 C Pier 2

(typ.)

Approach Slab, 6 Spa. @ 6'-0" = 36'-0"

19'-0"

1'-6"

41'-0"

14'-0" 5'-0"

1'-6"

Gutterline Sidewalk

90'-0" 78'-0"78'-0"3'-0" 3'-0"

Bridge Length = 252'-0"

2'-6" 2'-6"

11'-0" 11'-0"8'-0"

3'-0" Shldr.

(typ. all 4 corners)

Structure transition railing Wingwall (typ.)

Proposed C PR-962

11'-0"11'-0"8'-0"

Shldr.

2%

Profile grade (top of pavement)

2% way

Traveled way

Traveled

5'-0"

Sidewalk

3'-0"

Shldr.

246'-0"

78'-0"

Approx. existing ground @ C Rdwy.

Profile grade

El. 72.00

Approx. low chord railing (typ.)

Structure transition concrete I-beams

AASHTO III prestress barrier

Concrete

C West abut.

3'-0"

Bridge Length = 252'-0"

C East abut.

3'-0" abutment (typ.)

Integral or semi-integral

5.37%

Retaining wall see Geotechnical Data Report No. 22190124.000

For boring logs and other geotechnical information, Drilled shaft (Typ.)

78'-0" 90'-0"

Sleeper slab (Typ.)

Date of Last Inspection: 02/01/2023

Q100

20'-0"20'-0" slab

Approach slab

Approach

G E

O M

E T

R

IC

S

TYPICAL ROADWAY SECTION

SUPER ROTATED ABOUT

RATE

RATESTA.

CROWN

PROFILE GRADE DIAGRAM

EL. ARE AT GRADE

AT

H Y

D R

A U

L

IC

S

Q2

50Q

Q

Q

Q Vm WS EL.

REMARKS

SLOPE PROTECTION TYPE:

TOP EL.:

CLASS:

BOTTOM EL.:

DEPTH:

SLOPE:

S C

O U

R

SCOUR

REMARKS

RECEIVED

RECEIVED

HYDRAULICS REPORT NO.

GEOTECHNICAL REPORT NO.

D E

S

IG

N D

A T

A

TYPICAL BRIDGE SECTION

OVERLOADLIVE LOAD SPECIAL LOADS

SUPERSTRUCTURE

CONCRETE F'C

EPOXY REINFORCEMENT

RAIL

SIDEWALKS

REMARKS

DRAINS

TRANSITION

UTILITIES

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION, DENVER, COLORADO

PRELIMINARY LAYOUT

STREAM NAMEBRIDGE NAME

ROUTE NAME AND NUMBER

FOREST/PARK/OTHER

ACCOUNT NO.

PREPARED BY

SCALE: DATE:

ESTIMATED STRUCTURE COST

RG NO.

STA.

ft/ft ft/ft ft/ft

TERRITORY MUNICIPALITY

/1

/2

M

P R

O J E

C T

S

S T

A T

E D

O T

\P R

\E R

P R

M N

T R

P R

(1

B ri d g e \M ic ro s ta ti o n \T

S

L \6 t s l

(N o rt h A li g n m e n t, n o C

L O

M R d g n

C Rdwy.L

Top of profile

6460 59.81

HL-93 N/A

8.0 ksi (Beams), 5.0 ksi (Cast-in-Place Deck)

5'-0"

1"= 40'-0"

N/A

606 (North Alignment, No CLOMR) Canovanas River

PR-962

Puerto Rico

Nathan Marshall / Kevin Nguyen

Canovanas

N/A

F-Shape Configuration (MASH TL-3) Bridge Transistion Module <45 mph w/ Hrie-Beam Type II

N/A

NoneNone

" concrete deck2

AASHTO III Prestressed Concrete I-Beams with 8

2.00% 2.00%

N

C a n o v a n a s R iv e r

L

PLAN

N 84°41'24" E

L

L

L(typ.

L LL L

Sidewalk

D e p th

S tr u c tu r

LaneShoulder Lane

1.00%

2.00%

N/A

N/A

N/A

N/A

N/A

N/A

AASHTO LRFD Bridge Design Specifications, 9th Edition

ELEVATION

L

EXP

EXP

FIX

FIX

PIER 1 PIER 2

ABUT.

WEST

ABUT.

EAST

C

L

(typ.)

1.5

L

L

29962

33247

34663

69.02

69.65

70.06

December 2023 SHEET NO.: R01 n d B ri d g e

C R d w y

S ta

.0

E le v

.4

B e g in

B ri d g e

L R d w y

S ta

.0

E le v

.0

12" PALM

12" PALM

12" PALM

OHWM 138.68'

STOP

4-INCH DIP

4-INCH PVC

4-INCH DIP

DOUBLE BOX CULVERT

INV 141.45'

INV 141.09'

BARBED WIRE48" WITH

OM

OM

C Rdwy.L

Type 2 Steel Railing, Approx. existing ground @ C Rdwy.

Profile grade

Structure transition railing (typ.)

El. 147.86

Approx. low chord

R/W

R/W

R/W

Culvert

IDOT Type 2399 Steel Railing

Concrete I-Beams

AASHTO III Prestressed

Sta. 204+23.00

Begin Bridge @ C Rdwy.

Proposed C PR-957

C unnamed roadway

C West abut. C East abut.

C West abut.

C East abut.

AASHTO III Prestressed I-Beam (typ.)

Sidewalk

Gutterline

Wingwall (typ.)

Gutterline

(typ. all 4 corners)

Structure transition railing concrete deck"2

AASHTO III Prestressed Concrete I-Beams with 8

Type 1 Steel Railing, Sleeper slab (typ.)

abutment (typ.)

Integral or semi-integral

Overhead power

Sta. 205+24.00

End Bridge @ C Rdwy.

R/W

Overhead power

Overhead power

11'-0" 11'-0" 1'-0"

Shldr.

2%

Profile grade (top of pavement)

2% way

Traveled way

Traveled

3'-0"

Shldr.

5'-0"

Sidewalk

Existing C PR-957

No. 22190124.000 see Geotechnical Data Report other geotechnical information, For boring logs and

Drilled shaft (Typ.)

Date of Last Inspection: 07/19/2023

Q100

Approach slabApproach slab

G E

O M

E T

R

IC

S

TYPICAL ROADWAY SECTION

SUPER ROTATED ABOUT

RATE

RATESTA.

CROWN

PROFILE GRADE DIAGRAM

EL. ARE AT GRADE

AT

H Y

D R

A U

L

IC

S

Q2

50Q

Q

Q

Q Vm WS EL.

REMARKS

SLOPE PROTECTION TYPE:

TOP EL.:

CLASS:

BOTTOM EL.:

DEPTH:

SLOPE:

S C

O U

R

SCOUR

REMARKS

RECEIVED

RECEIVED

HYDRAULICS REPORT NO.

GEOTECHNICAL REPORT NO.

D E

S

IG

N D

A T

A

TYPICAL BRIDGE SECTION

OVERLOADLIVE LOAD SPECIAL LOADS

SUPERSTRUCTURE

CONCRETE F'C

EPOXY REINFORCEMENT

RAIL

SIDEWALKS

REMARKS

DRAINS

TRANSITION

UTILITIES

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION, DENVER, COLORADO

PRELIMINARY LAYOUT

STREAM NAMEBRIDGE NAME

ROUTE NAME AND NUMBER

FOREST/PARK/OTHER

ACCOUNT NO.

PREPARED BY

SCALE: DATE:

ESTIMATED STRUCTURE COST

RG NO.

STA.

ft/ft ft/ft ft/ft

TERRITORY MUNICIPALITY

/1

/2

M

P R

O J E

C T

S

S T

A T

E

D O

T \P

R \E

R P

R M

N T

R P

R (1

B ri d g e \M ic ro s ta ti o n \T

S

L \6

T S

L .d g n

PLAN

ELEVATION

C Rdwy.L

Top of profile

6020 147.84

HL-93 N/A

8.0 ksi (Beams), 5.0 ksi (Cast-in-Place Deck)

5'-0"

1"= 40'-0"

653 Canovanas River

PR-957

Puerto Rico

Nathan Marshall

Canovanas

N/A

IDOT Steel Railing (MASH TL-3) IDOT Transition Bridge Railing

N/A

NoneNone

2.00%2.00%

L

N

ABUT.

WEST

EXP

EXP

ABUT.

EAST

E le v

.8

S ta

.0

B e g in B r id g e C R d w y

L

E le v

.1

S ta

.0

E n d B r id g e C R d w y

L

(typ.)

1.5

L L

C a n o v a n a s R iv e r

L

L

N 84°27'17" E

N/A

Sidewalk

L

L

L

L

D e p th

S tr u c tu r

Lane Lane

1.00%

2.00%

N/A

AASHTO LRFD Bridge Design Specifications, 9th Edition

N/A

N/A

N/A

N/A

N/A

L

Grade +0.267%

24229

26885

28030

156.35

156.97

157.66

December 2023 SHEET NO.: R02

+0.267%

V P

I

.7

K = 35.75

30' VC

V P

I

.2

35' VC

K = 22.23

-1.307%

+1.1

12'-0"

34'-0"

1'-6"

14'-0"5'-0"

1'-6"

5 Spa. @ 5'-9" = 28'-9"

(t yp

"2

2'-7"2

2'-7

11'-0"11'-0"

1'-0" Shldr.3'-0" Shldr.

Bridge Length = 101'-0"

3'-0" 95'-0" 3'-0"

Waterway opening = 92'-0"

Bridge Length = 101'-0"

95'-0"3'-0" 3'-0"

Waterway opening = 92'-0"

10'-0"10'-0"