Plans 827579 - PR ER PRMNT RPR(10)_Part 2.pdf

TO ARECIBO

SCALE: 1:500

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5 EXISTING P.R.E.P.A UTILITIES AND LEGEND

UTE

17599

TO ARECIBO

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5 PROPOSED P.R.E.P.A UTILITIES

UTE

175100

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5 P.R.E.P.A AND VERY IMPORTANT NOTES

UTE

175101

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LOCATION PLAN

SCALE: 1: 20,000

GRAPHIC SCAJZ

i

LEGEND (TELEPHONE SYSTEM)

e E EXISTING ELECTRICAL POWER POLE (WOOD), TO REMAIN.

• R EXISTING ELECTRICAL POWER POLE (WDOD), TO BE REMDVED.

□E

EXISTING ELECTRICAL POWER POLE (CONCRETE), TO REMAIN.

□R

EXISTING ELECTRICAL POWER POLE (CONCRETE), TO BE REMOVED.

EXISTING TELEPHONE SYSTEM AERIAL LINE, TO REMAIN.

- -OF- - EXISTING OPTIC FIBER (OF) IN CONDUIT, UNDERGROUND INSTALLATION, TO REMAIN.

I P.B.! EXISTING PULL BOX {AT&T) UNDERGROUND INSTALLATION TO REMAIN.

E

CONTACT PERSONNEL:

1. ING. FRANK CRUZ

(GERENTE INGENIER IA, CLARO)

P.O. BOX 360998

SAN JUAN, P.R. 00936-0998

fcruz@claropr.com

(787) 782-8282

NOJES•

1. NETPR INDICATIES "NEGOCIADO DE TELECOMUNICACIONES DE PUERTO RICO".

2. CONlRACTOR SHALL COORDINATE ALL WORKS WITH THE CORRESPONDING SYSTEM PROVIDER .

I I I

I I I I I

CONSTRUCTION

LIMIT-3

STA. 220+40

X • 170377.5529

Y • 251758.3104

I

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-TO PONCE

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FED AID HIGHWAY AC. PROJECT

PROJECT No. CODE No.

C ER-9999(407) AC-827579

RIW R279999579

1 C!

HIGHWAY

PR

PR-10

MUNICIPALITIES ISLAND

UTUADO P.R.

FISCAL

YEAR

SHEET TOTAL

No. SHEETS

102 175

CONSTRUCTION

LIMIT-3

STA. 218+50

X • 170225.8227

Y • 251889.1370

NETPR f 2019-Rl-0043

DRAFTING: JOSUE Y. FIGUEROA {UC.2303)

ENG. ANDRES SANCHEZ CARRION {UC.4596)

OGPe #2019-254249-SRl-022367

ANDRES SANCHEZ CARRION

ELECTRICAL ENGINEERING CONSULTANTS, P.S.C.

po box 21039 San Juan, PR. 00928-1039

TEL (787) 841-87e0 e-man asc:Oasc-en .com

NOT INQ.UDED IN CONTRACT

FOR INFORMAllON ONLY

UTT-z'-'o

� PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY LANDSLIDE REPAIR PR-10

DATE R EVI S I O N S SCALE: 1:SOO EXISTING NETPR UTILITIES

� �Ii�� J. 0. VIRELLA & ASSOCIATES FROM KM 41.6 TO KM. 47.5 1

��-i-��...i,,,._ iiiiiiiil',�

,iiiiiiiiiiiiiiiiiiii

2�,0�1111111111

° FROM STA. 210+40 TO STA. 220+40 1

��□��� L _________ .:::_CO�N

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U�LT

IN

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IN

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IC�O:__ _______ _J__ __ _J_ ______________ __[_ ___

__________ ___J_ _______________________ --'£_ __ �

LOCATION PLAN

SCALE: 1: 20,000

GRAPHIC SCAJI!

LEGEND (TELEPHONE SYSTEM)

- -OF- - EXISTING OPTIC FIBER (OF) IN CONDUIT, UNDERGROUND INSTALLATION, TO REMAIN.

[E[) EXISTING PULL BOX (AT&T) UNDERGROUND INSTALLATION TO REMAIN.

E

CONTACT PERSONNEL:

1. ING. AGUSTING GARCIA GUADALUPE

MGR. OSP PLNG & DESIGN, AT&T

P.O. BOX 71514

SAN JUAN, P.R. 00936-8614

ag76z@att.com

� NQJE�

N NNN w<www :r: 0 :r: :I: :I:

00::'.UCJO

z L,J z z z

>- <::::i<<C<C Cl VJ(.!)VJVJV>

• G: . . .

w c,j � (.!) (!) ci zozzzL&J--:, w l.&J l.&J

1. NElPR INDICATES "NEGOCIADO DE TELECOMUNICACIONES DE PUERTO RICO".

2. CONlRACTOR SHALL COOR DINA TE ALL WORKS WITH THE CORRESPONDING SYSTEM PROVIDER.

z'-'o "' � PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY y (.!)zwu:r:

25 i:i?��� J. 0. VIRELLA & ASSOCIATES� o0::: 1-- U<C

0 /§

CONSUL TING ENGINEER

I I I I I

CONSTRUCTION

LIMIT-3

STA. 220+40

X • 170377.5529 Y • 251756.3104

-- 1, --c ---=-

- --1 - -f::__--- - ----c:::::-- - - I

LANDSLIDE REPAIR PR-10

FROM KM 41.6 TO KM. 47.5

UTUADO, PUERTO RICO

D ATE

I

R EVIS IO NS

I -·

I'

I

I

I

SCALE: 1 :500

10 0 5 10 20 30

L

"iiil-"'liiiil...l�iiiiiii!'�1111,;' --iiii1"'' ���I� ,_ I I I

FE D AI D H IGH WAY AC . PROJECT

PROJECT No. CODE No.

C ER-9999(407) AC-827579

RIW R279999579

H IG HWAY

PR

PR-10

MUNIC I PALITIES IS LAND

UTUADO P.R.

F ISC AL

YE AR

SHEET TOTAL

No. SHEETS

103 175

CONSTRUCTION

LIMIT-3

STA. 218+50

X • 170225.6227 Y • 251869.1370

NETPR f 2019-Rl-0043

DRAFTING: JOSUE Y. FIGUEROA {UC.2303)

ENG. ANDRES SANCHEZ CARRION {UC.4596)

OGPe #2019-254249-SRl-022367

ANDRES SANCHEZ CARRION

ELECTRICAL ENGINEERING CONSULTANTS, P.S.C.

po box 21039 San Juan, PR. 00928-1039

TEL (767) 641-67SO

e-man ascOasc-en .com

NOT INQ.UDED IN CONTRACT

FOR INFORMATION ONLY

EXISTING NETPR UTILITIES

FROM STA. 210+40 TO STA. 220+40

UTC

N NNN

w<www

IOIII

OC?:UUO

zwzzz >- <=><C<C< al en (.!) Vl U1 U>

• Li: • • •

< LiJ <( < < c.i � ci ci c.i zozzz

W--:, WWW

•' \ r'

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CONSTRUCTION

UMIT-4

STA. 213+60

X • 170203.1636 y • 25232.2.3957

STA. 30

X = 170251.2550

Y = 252375.4460

EL. 238.229

DESC. CROSS SURVEY

AERIAL TARGET

I ' ·o

,nl l-/�:,;--- - - - - -jM -�����-� l'l,S

� � � � -IZ ----a-o:--a,--a--ci

- lil--ir-o---.:i�/J'_J I J -o--a---0 C, I '/ •-

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EXISTING CONCRETE

PAVED WATERWAY

EXISTING-.AT&T --

PULL BOX, TO REMAIN

EXISTING CONCRETE

PAVED WATERWAY

r- ---

CONSTRUCTION

LIMIT-4

STA. 208+20X • 170703.0949

y • 252473.1147

L

FE D A I D H IGHWAY

PROJECT No.

C ER-9999(407)

L ANDSLIDE

AC. PROJECT H IGHWAY

CODE No. PR

AC-827579

R279999579

PR-10

I I

I I I

MUNIC IPALITIES

U TUA DO

ISLAND F ISCAL

YEAR

P.R. 2019

SHEET

No.

LL.I

z

:::J

TOT AL

SHEETS

I

LL.I

LL.I

:::c i!:

z

NElPR f 2019-Rl-0043

DRAFTING: JOSUE Y. FIGUEROA {UC.2303)

ENG. ANDRES SANCHEZ CARRION {UC.4596)

OGPe #2O19-254249-SRl-O22367

ANDRES SANa-lEZ CARRION

ELECTRICAL ENGINEERING CONSULTANTS, P.S.C.

po box 21039 San Juan, PR. 00928-1039

1n.. (787) 841-8750 e-man aacOaac-en .corn

NOT INQ.UDED IN CONTRACT

FOR INFORMATION ONLY

AIR PR 10

DATE R EVISIONS SCALE: 1 :500 UTCT z '-' o

� PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY LANDSLIDE REP - EXISTING NETPR UTILITIES "' '-' 2 "'u I

O KM 47 5 10 0 5 10 20 30� ��g�� J. 0. VIRELLA & ASSOCIATES FROM KM 41.6 T - - b...-c- , , , , FROM STA. 210+40 TO STA. 220+40 2 ��o��� L _________ .:::_CO

N

S

U�LT

IN

G

EN=G=IN

E

E

R _________ _JL_ ________ �LJ'....'.T�LJ�A�D�Q'.:'...'_, '._P�LJ�E:_'_R�T'....:O::_:_R:'..'._

IC::::..:::Q:__ _______ __J_ __ _J_______________ __[_ _____________ _[_ ______________________ ��-�

TS

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

TRAFFIC SIGNING & PAVEMENT MARKING

TRAFFIC SIGNING

& PAVEMENT MARKING

SCALE: 1:500

105 175

M A T C

H L I N

E S t a .

2 1 0 + 2 0 . 0 0

SINGLE WHITE SKIP LANE LINE 3.00 MTS. PAINT AND 9.00 MTS. GAPS

0.15m. DYSL

0.15m. SWEL 0.15m. SWSLL

(E)

SIGN

EXISTING SIGN TO REMAIN

LOCATION

CODE

DOUBLE YELLOW SOLID LINE

SINGLE WHITE EDGE LINE

1- CURB MARKING SHALL BE REFLECTORIZED PAINTED PAVEMENT MARKING, ALL OTHER MARKINGS SHALL BE

2- 0.15 MTS. WIDE CONTINUOUS YELLOW BORDER LINES SHALL BE PAINTED AT THE LIMITS OF PAVEMENT AND

3- BROKEN WHITE LINES SHALL BE 0.15 MTS. WIDE, THEY SHOULD BE FORMED BY 3.00 MTS. SEGMENTS AND

4- CHANNELIZING LINES ON ISLANDS OR MEDIANS SHALL BE 0.20 MTS. WIDE AND THE GORE LINE SHALL BE

5- CONSTRUCTION BEGINS AND END LIMITS SHOULD MATCH EXISTING PAVEMENT MARKINGS.

9.00 GAPS.

0.30 MTS. WIDE.

SHOULDER ADJACENT TO THE MEDIAN.

THERMOPLASTIC PAVEMENT MARKINGS.

RRPM ONE WAY CLEAR OR YELLOW (REFLECTIVE RAISED PAVEMENT MARKER)

RRPM TWO WAY YELLOW (REFLECTIVE RAISED PAVEMENT MARKER)

NUMBER

NUMBER

0.30m. GL GORE LINE WHITE (W) OR YELLOW (Y)

DOT LINE0.15m. DL

LEGEND:

PAVEMENT MARKING & TRAFFIC SIGN NOTES:

(ER) EXISTING SIGN TO REMOVED

(ERR) EXISTING SIGN TO BE RELOCALIZED

6- F0R REFLECTIVE RAISED PAVEMENT (RRPM) MARKER INSTALLATION

SEE PAVEMENT MARKING AND RRPM DETAILS ON SHEET TS-6.

RUMBLE STRIPS

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

TRAFFIC SIGNING & PAVEMENT MARKING

TRAFFIC SIGNING

& PAVEMENT MARKING

SCALE: 1:500

106 175

M A

T C

H

L I

N E

S t a

. 0

M A T C H L I N E S t a .

2 1 3 + 8 0 . 0 0

MAXIMA

VELOCIDAD

45NORTE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

TRAFFIC SIGNING & PAVEMENT MARKING

TRAFFIC SIGNING

& PAVEMENT MARKING

SCALE: 1:500

107 175

M A T C H L I N E S t a .

2 1 7 + 4 0 . 0 0

M A

T a

. 0

PARE

NORTE

SUR

108 175

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

TRAFFIC SIGNING & PAVEMENT MARKING

TRAFFIC SIGNING

& PAVEMENT MARKING

TS

M A

T a

. 0

NOT TO SCALEJ. O. VIRELLA & ASSOCIATES

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

109 175

TS

TRAFFIC SIGN DATA SHEET

ROUTE

OFFSET REQUIREMENTS

PR-10

OTHERS ROAD

FROM

ALL PROJECT

TO

ALL PROJECT

OFFSET

0.60

0.60'' ''

MAXIMA

VELOCIDAD

NORTE

PARE

NORTE

SUR

DETAIL FOR PERMANENT OF PAVEMENT MARKING AND RRPM AT ROADWAY

PLACEMENT OF RRPMS ON

SHOULDER MARKINGS

DETAIL FOR PERMANENT OF PAVEMENT MARKING AND RRPM AT BRIDGE

ISOMETRIC VIEW

110 175

TS

PAVEMENT MARKING AND RRPM DETAILSAS SHOWN

SCALE:

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

J

M1-6A

COLORS

SHIELD - BLUE (RETROREFLECTIVE)

BACKGROUND AND NUMERALS - WHITE (RETROREFLECTIVE)

M1-6B

SHIELD - WHITE (RETROREFLECTIVE)

BACKGROUND AND NUMERALS - BLACK (NON - REFLECTIVE)

I

M1-6C

COLORS

NUMERALS AND BORDER - YELLOW (RETROREFLECTIVE)

BACKGROUND - BLUE (RETROREFLECTIVE)

M1-6D

COLORS

LEGEND - BLACK (NON REFLECTIVE)

BACKGROUND - WHITE (RETROREFLECTIVE)

111 175

TS

ROUTE MARKERSNOT TO SCALEJ. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

SCALE: SCALE:

112 175

RUMBLE STRIP

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

LANDSCAPING PLAN

LANDSCAPING PLAN

FROM STA. 208+20 TO STA. 210+20

SCALE: 1:500 RD

113 175

M A T C

H L I N

E S t a .

2 1 0 + 2 0 . 0 0

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

LANDSCAPING PLAN

LANDSCAPING PLAN

FROM STA. 210+20 TO STA. 213+80

SCALE: 1:500 RD

114 175

M A

T a

. 0

M A T C H L I N E S t a .

2 1 3 + 8 0 . 0 0

ID SYMBOL COMMON NAME BOTANICAL NAME

DAP

(IN.)

HEIGHT

(FT.) REMARKS PROPOSED ACTION

EXISTING PLANTS SCHEDULE

GOOD CONDITION TO BE REMOVE11 30YAGRUMO HEMBRA CECROPIA SCHREBERIANA

12 30

12 30

14 30

TO BE REMOVE

TO BE REMOVE

TO BE REMOVE

GOOD CONDITION

GOOD CONDITION

GOOD CONDITION

CECROPIA SCHREBERIANA

CECROPIA SCHREBERIANA

CECROPIA SCHREBERIANA

YAGRUMO HEMBRA

YAGRUMO HEMBRA

YAGRUMO HEMBRA

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

LANDSCAPING PLAN

LANDSCAPING PLAN

FROM STA. 213+80 TO STA. 217+40

SCALE: 1:500 RD

115 175

M A

T a

. 0

M A T C H L I N E S t a .

2 1 7 + 4 0 . 0 0

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

LANDSCAPING PLAN

LANDSCAPING PLAN

FROM STA. 217+40 TO STA. 220+40

SCALE: 1:500 RD

116 175

M A

T a

. 0

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED LANDSCAPING PLAN

PROPOSED LANDSCAPING PLAN

FROM STA. 208+20 TO STA. 210+20

SCALE: 1:500 RD

117 175

M A T C

H L I N

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED LANDSCAPING PLAN

PROPOSED LANDSCAPING PLAN

FROM STA. 210+20 TO STA. 213+80

SCALE: 1:500 RD

118 175

M A

T a

. 0

M A T C H L I N E S t a .

2 1 3 + 8 0 . 0 0

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED LANDSCAPING PLAN

PROPOSED LANDSCAPING PLAN

FROM STA. 213+80 TO STA. 217+40

SCALE: 1:500 RD

119 175

M A

T a

. 0

M A T C H L I N E S t a .

2 1 7 + 4 0 . 0 0

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED LANDSCAPING PLAN

PROPOSED LANDSCAPING PLAN

FROM STA. 217+40 TO STA. 220+40

SCALE: 1:500 RD

120 175

M A

T a

. 0

ID SYMBOL COMMON NAME BOTANICAL NAME

DAP

(IN.)

HEIGHT

(FT.) REMARKS PROPOSED ACTION

PROPOSED PLANTS SCHEDULE

1-4 2" 6'-0" GOOD CONDITIONCALOPHYLLUM ANTILLANUMMARIA PLANTING

5 2" 6'-0" GOOD CONDITIONROYSTONEA BORINQUENAPALMA REAL

6-8 2" 6'-0" GOOD CONDITIONCALOPHYLLUM ANTILLANUMMARIA

PLANTING

PLANTING

EROSION CONTROL PLAN ER-HWY-9

---- 85

EROSION CONTROL PLAN ER-HWY-9

FROM STA. 208+20 TO STA. 210+20

ER

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

SCALE: 1:500

121 175

M A T C

H L I N

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

EROSION CONTROL PLAN ER-HWY-9

EROSION CONTROL PLAN ER-HWY-9

FROM STA. 210+20 TO STA. 213+80

SCALE: 1:500 ER

122 175

M A

T a

. 0

M A T C H L I N E S t a .

2 1 3 + 8 0 . 0 0

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

EROSION CONTROL PLAN ER-HWY-9

EROSION CONTROL PLAN ER-HWY-9

FROM STA. 213+20 TO STA. 217+40

SCALE: 1:500 ER

M A T C H L I N E S t a .

2 1 7 + 4 0 . 0 0

M A

T a

. 0

EROSION CONTROL PLAN ER-HWY-8

53 85

M A

T a

. 0

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

EROSION CONTROL PLAN ER-HWY-8

FROM STA. 217+40 TO STA. 220+40

ER

124 175

SCALE: 1:500

M A

T a

. 0

AS SHOWN

SCALE:

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

SCALE 1:500

EROSION CONTROL DETAILS & NOTES

125 175

ER

EROSION CONTROL DETAILS & NOTES

SEDIMENT POND TYPE I

FLOOR PLAN

SCALE : 1 :50

A

ER-6

B

ER

-6

SECTION

SCALE : 1 :30

A

ER-6

SECTION

SCALE : 1 :30

B

ER-6

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5 AS SHOWN

126 175

SEDIMENT POND TYPE I

ER

IMPORTANT NOTES FOR EROSION CONTROL:

1. SILT FENCE (GEOTEXTILE FABRIC CLASS "A" - STD SPECS -210) SHALL BE CONSTRUCTED AROUND THE TEMPORARY SEDIMENT BASIN AND AROUND THE SENSITIVE ONE AS SHOWN ON ER-DWGS. EXCAVATION, BACKFILL, STAPLES AND POST ARE SUBSIDIARY

OBLIGATIONS OF "SILT FENCE" PAY ITEM.

2. THE SILT FENCE GEOTEXTILE FABRIC SHALL COMPLY WITH AASHTO M266.

3. THE TRENCH DRAIN TYPE II SHALL BE CONSTRUCTED USING THE EXISTING TOPOGRAPHY (LONGUITUDINAL SLOPE). THE LOCATION AS INDICATED IN PLANS SHALL BE ADJUSTED IN FIELD IF THE EXISTING CONDITION ARE DIFFERENT AS THE TOPOGRAPHY SHOWN IN THE PLANS. BACKFILL ARE SUBSIDIARY OBLIGATIONS OF TRENCH DRAIN TYPE II PAY ITEM.

4. THE TEMPORARY SEDIMENT BASIN MAIN POND SHALL BE COVERED WITH GABION MAT PROTECTED WITH SILT, AND CONNECTED

TO THE EXISTING HEADWALL. SEE DETAIL ON DWG. ER-5.

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K

VS

S E C T I O N

B

VS-1.1

C

VS-1.1

A

VS-1.1

B

VS-1.1

VERTICAL SHAFT ( VS-1 )

C

VS-1.1

VS-1.1

VS-1.2

VS-1.2

A

VS-1.1

A

VS-1.1

LT= 0.572

VERTICAL SHAFT PLAN ( VS-1 )

VS-1.2

P L A N

S E C T I O N B

VS-1.1

VS-1.1

A B

P L A N S E C T I O N C

VS-1.1

VS-1.1

A B

CAGE LADDER DETAIL

( VS - 1 : CASE No. 1 )

FRONT VIEWSIDE VIEW

LEGEND:

VS-1.1

CAGE LADDER PLAN

PLAN

1.1

GEOMETRIC DETAILS FOR VERTICAL SHAFT VS-1W

O R

K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

DETAIL 1

VS-1.2

GALVANIZED GRATING COVER FOR VENT

OPENING WITH ENTRANCE SERVICE DOOR.

LEGEND:

A

VS

-1 .2

B

VS-1.2

C

VS-1.2

VS-1.2

SECTION A

VS-1.2

SECTION B

VS-1.2

SECTION C

VS-1.2

DETAIL 2

VS-1.2

DETAIL 3

VS-1.2

GALVANIZED

PLAN SECTIONELEVATION

VS-1.24

VS-1.2

VS-1.2 D E T A I L 4

VS-1.2

DETAIL 3

VS-1.2

1.2

CAGE LADDER AND TYPICAL DETAILS FOR

VERTICAL SHAFT VS-1W

O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

FOUNDATION PLAN - VERTICAL SHAFT VS-1

(BOTTOM REINFORCEMENT)

F3 VS

-1

.3

FOUNDATION PLAN

FOUNDATION PLAN - VERTICAL SHAFT VS-1

(TOP REINFORCEMENT)

F2

VS-1.3

F3 VS

-1

.3

SECTION

SECTION

TYP. MICRO-PILE SPLICE LOCATION

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.3

FOUNDATION FOR VERTICAL SHAFT NO.1

CASE NO.1

S- 2D

VS

-1

.7

S2-B

VS-1.6

S2-C

VS-1.6

S2-A

VS-1.6

X

VS-1.4

KEY PLAN FOR SHAFT VS-1

(CASE NO.1)

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N A

VS-1.4

S E C T I O N J

VS-1.4

S E C T I O N K

VS-1.4

S E C T I O N M

VS-1.4

TYP. DETAIL OF MICRO-PILE

CONNECTION TO PILE CAP FOR VS-1

S E C T I O N X

VS-1.4

A

VS-1.4

B

VS-1.4

C

VS-1.5

D

VS-1.5

E

VS-1.5

F

VS-1.5

G

VS-1.5

H

VS-1.5

I

VS-1.7

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N B

VS-1.4

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.4

STRUCTURAL DETAILS FOR VERTICAL SHAFT

VS-1 CASE NO.1 (1 OF 6)

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N C

VS-1.5

J

VS-1.4

M

VS-1.4

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N D

VS-1.5

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N E

VS-1.5

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N F

VS-1.5

K

VS-1.4

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N G

VS-1.5

S2-A

VS-1.6 S-

2D

VS

-1 .7

S2-B

VS-1.6

S2-C

VS-1.6

S E C T I O N H

VS-1.5

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.5

STRUCTURAL DETAILS FOR VERTICAL SHAFT VS-1

CASE NO.1 (2 OF 6)

S-2A

VS-1.6

A

VS-1.4

B

VS-1.4

C

VS-1.5

D

VS-1.5

E

VS-1.5

F

VS-1.5

G

VS-1.5

H

VS-1.5

S-2B

VS-1.6

A

VS-1.4

B

VS-1.4

C

VS-1.5

D

VS-1.5

E

VS-1.5

F

VS-1.5

G

VS-1.5

H

VS-1.5

A

VS-1.4

B

VS-1.4

C

VS-1.5

D

VS-1.5

E

VS-1.5

F

VS-1.5

G

VS-1.5

H

VS-1.5

S-2C

VS-1.6

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.6

CASE NO.1 (3 OF 6)

S-2D

VS-1.7

A

VS-1.4

B

VS-1.4

C

VS-1.5

D

VS-1.5

E

VS-1.5

F

VS-1.5

G

VS-1.5

H

VS-1.5

S E C T I O N I

VS-1.7

S E C T I O N W-4

VS-1.7

S E C T I O N W-5

VS-1.7

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.7

CASE NO.1 (4 OF 6)

B5

VS-1.8

B5

VS-1.8

B1 VS

-1

.8

B2 VS

-1

.8

TOP SLAB STRUCTURAL PLAN -TOP REINFORCEMENT

A

VS-1.8

A

VS-1.8

SECTION A

VS-1.8

SECTION B1

VS-1.8

SECTION B2

VS-1.8

SECTION B5

VS-1.8

TYP. ELEVATION FOR BEAM SECTIONS B3

VS-1.8

SECTION B4

VS-1.8

SECTION B3

VS-1.8

TYP. ELEVATION FOR BEAM SECTIONS B4

VS-1.8

TYP. ELEVATION FOR BEAM SECTIONS B1

VS-1.8

B2

VS-1.8

B5

VS-1.8&

B1 VS

-1

.8

B2 VS

-1

.8

TOP SLAB STRUCTURAL PLAN -BOTTOM REINFORCEMENT

B5

VS-1.8

B5

VS-1.8

A

VS-1.8

A

VS-1.8

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.8

CASE NO.1 (5 OF 6)

0.30

0.30

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

1.9

REINFORCEMENT SCHEDULE FOR VERTICAL

SHAFT VS-1

S E C T I O N

B

VS-2.1

C

VS-2.1

A

VS-2.1

B

VS-2.1

VERTICAL SHAFT ( VS-1 )

C

VS-2.1

VS-2.1

VS-2.2

VS-2.1

VS-2.2

A

VS-2.1

A

VS-2.1

VERTICAL SHAFT PLAN ( VS-1 )

VS-2.2

VS-2.2

P L A N

S E C T I O N B

VS-2.1

VS-2.1

A B

P L A N

S E C T I O N C

VS-2.1

VS-2.1A B

CAGE LADDER DETAIL

( VS - 1 : CASE No. 1 )

FRONT VIEWSIDE VIEW

LEGEND:

VS-2.1

CAGE LADDER PLAN

PLAN

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.1

GEOMETRIC SHAFT DETAILS FOR VERTICAL SHAFT

VS-2SCALE AS SHOWN

DETAIL 1

VS-2.2

A

VS

-2 .2

B

VS

-2 .2

B

VS

-2 .2

C

VS-2.2

LEGEND:

GALVANIZED GRATING COVER FOR VENT

OPENING WITH ENTRANCE SERVICE DOOR.

DETAIL 2

VS-2.2

GALVANIZED GRATING COVER

FOR VENT OPENING.

SECTION B

VS-2.2

SECTION A

VS-2.2

SECTION C

VS-2.2

DETAIL 4

VS-2.2

GALVANIZED STEEL LANDING PLATFORM PLAN

D

VS

-2 .2

D

VS

-2 .2

PE1

VS-2.2

PE2

VS-2.2

DETAIL 6

VS-2.2

DETAIL 7

VS-2.2

DETAIL 8

VS-2.2

DETAIL 9

VS-2.2

DETAIL 10

VS-2.2

LANDING PLATFORM ELEVATION PE1

VS-2.2

LANDING PLATFORM

ELEVATION

PE2

VS-2.2

LANDING PLATFORM SECTION D

VS-2.2

VS-2.2

VS-2.1

VS-2.2

VS-2.2

VS-2.2

DETAIL 5

VS-2.2

GALVANIZED STEEL SHIP LADDER

PLAN SECTIONELEVATION

VS-2.2

LEGEND:

SIDE ELEVATION FRONTAL ELEVATION

PLATFORM RAILING TYPICAL DETAIL 11

VS-2.2

2.2

CAGE LADDER AND TYPICAL DETAILS FOR

VERTICAL SHAFT VS-2W

O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

FOUNDATION PLAN - VERTICAL SHAFT NO.2

(TOP REINFORCEMENT)

F1

VS-2.3

F2

VS-2.3

F3 VS

-2

.3

F4 VS

-2

.8

SECTION

SECTION

FOUNDATION PLAN

F1

VS-2.3

F2

VS-2.3

F3 VS

-2

.3

FOUNDATION PLAN - VERTICAL SHAFT NO.2

(BOTTOM REINFORCEMENT)

SECTION

TYP. MICRO-PILE SPLICE LOCATION

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.3

FOUNDATION FOR VERTICAL SHAFT NO.2

(CASE NO.2)

KEY PLAN FOR SHAFT NO.2

(CASE NO.2)

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

X

VS-2.4

X

VS-2.4

A

VS-2.4

B

VS-2.4

C

VS-2.5

C

VS-2.5

D

VS-2.5

D

VS-2.5

E

VS-2.5

E

VS-2.5

F

VS-2.5

F

VS-2.5

G

VS-2.5

G

VS-2.5

S E C T I O N X

VS-2.4

A

VS-2.4

H

VS-2.5

H

VS-2.5

S E C T I O N

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

A

VS-2.4

S2-A

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

S2-C

VS-2.6

N

VS-2.4

I

VS-2.7

S E C T I O N B

VS-2.4

S E C T I O N J

VS-2.4

S E C T I O N M

VS-2.4

S E C T I O N N

VS-2.4

S E C T I O N K

VS-2.4

S E C T I O N O

VS-2.4TYP. DETAIL OF MICRO-PILE

CONNECTION TO PILE CAP FOR VS-2

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.4

STRUCTURAL DETAILS FOR VERTICAL SHAFT NO .2

CASE NO.2 (1 OF 6)

S E C T I O N C

VS-2.5

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

M

VS-2.4

J

VS-2.4

S E C T I O N D

VS-2.5

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

S E C T I O N E

VS-2.5

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

K

VS-2.4

O

VS-2.4

S E C T I O N F

VS-2.5

S E C T I O N G

VS-2.5

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

S E C T I O N H

VS-2.5

S2-A

VS-2.6

S2-C

VS-2.6

S- 2D

VS

-2

.7

S2-B

VS-2.6

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.5

CASE NO.2 (2 OF 6)

A

VS-2.4

B

VS-2.4

C

VS-2.5

D

VS-2.5

F

VS-2.5

G

VS-2.5

H

VS-2.5

E

VS-2.5

S E C T I O N S-2B

VS-2.6

A

VS-2.4

B

VS-2.4

C

VS-2.5

D

VS-2.5

F

VS-2.5

G

VS-2.5

H

VS-2.5

E

VS-2.5

S E C T I O N S-2C

VS-2.6

A

VS-2.4

B

VS-2.4

C

VS-2.5

D

VS-2.5

F

VS-2.5

G

VS-2.5

H

VS-2.5

E

VS-2.5

S E C T I O N S-2A

VS-2.6

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.6

CASE NO.2 (3 OF 6)

B2

VS-2.7

S E C T I O N

SCALE : 1 : 20

W2

VS-2.7

S E C T I O N

SCALE : 1 : 15

W3

VS-2.7

S E C T I O N

SCALE : 1 : 15

S E C T I O N I

VS-2.7

A

VS-2.4

B

VS-2.4

C

VS-2.5

D

VS-2.5

F

VS-2.5

G

VS-2.5

H

VS-2.5

E

VS-2.5

S E C T I O N S-2D

VS-2.7

S

VS-2.7

S E C T I O N

SCALE : 1 : 20

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.7

CASE NO.2 (4 OF 6)

A

-2 .8

TOP SLAB STRUCTURAL PLAN -TOP REINFORCEMENT

A

VS

-2 .8

A

VS

-2 .8

BOTTOM SLAB STRUCTURAL PLAN -BOTTOM REINFORCEMENT

A

VS

-2 .8

B1

VS

-2 .8

B2

VS

-2 .8

B3

VS

-2 .8

B4

VS

-2 .8

B5

VS-2.8

B5

VS-2.8

B1

VS

-2 .8

B2

VS

-2 .8

B3

VS

-2 .8

B4

VS

-2 .8

B5

VS-2.8

B5

VS-2.8

A

VS-2.8

S E C T I O N

SCALE : 1 : 20

B1

VS-2.8

S E C T I O N

SCALE : 1 : 10

B4

VS-2.8

S E C T I O N

SCALE : 1 : 10

B2

VS-2.8

S E C T I O N

SCALE : 1 :10

B3

VS-2.8

S E C T I O N

SCALE : 1 : 10

B5

VS-2.8

S E C T I O N

SCALE : 1 : 10

SECTION

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.8

CASE NO.2 (5 OF 6)

TYP. ELEVATION FOR BEAM SECTIONS &B1

VS-2.8

B2

VS-2.8

TYP. ELEVATION FOR BEAM SECTIONS &

B3

VS-2.8

B4

VS-2.8

TYP. ELEVATION FOR BEAM SECTIONS B5

VS-2.8

DETAIL 13

A B

DETAIL 15

DETAIL

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.9

CASE NO.2 (6 OF 6)

W O

R K

TR

AC

ED

D

ES

IG

N

C H

EC

K

D R

AW

IN

G

BY

D

AT

E

FI

N

AL

C

H

EC

K 6/

/2

VS

2.10

REINFORCEMENT SCHEDULE FOR VERTICAL

SHAFT VS-2

-20 0 20 40 60 80

248 248

252 252

256 256

260 260

264 264

268 268

8.

8.

EXISTING SECTION SHOWING HOW THE TOE OF THE SLOPE (OLD

LANDSLIDE TOE) INFRINGES THE SOUTHBOUND (UTUADO DIRECTION)

LANE OF PR-10.

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

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R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

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No.

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PR

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CODE No.

FED AID HIGHWAY

PROJECT No.

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R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

EXISTING SECTION

STA. 211+40

010 52468

SCALE: 1:200

147 175

RW

-20 0 20 40 60 80

252 252

256 256

260 260

264 264

268 268

8.

8.

PROPOSED LOCAL STABILIZATION SECTION

A

RW-2

A

RW-2

18"Ø DIA. PERFORATED CORRUGATED

POLYETHYLENE PIPE (SPEC. PROVISION 950)

CLASS-A

FILTER FABRIC

COURSE AGGREGATE MATERIAL FOR TRENCHES.

GRANULAR FILTER MATERIAL.

FOR TYP. GRADATION

SPECS. SEE TABLE ON THIS DWG.

(SEE SPECIAL PROVISION 954)

A

RW-2

TRENCH DRAIN TYPE I

HDPE SYNTHETIC LINER

(MOISTURE BARRIER MEMBRANE)

T=60 MILS.

(SEE SPECIAL PROVISION 951)

SPECIAL NOTES:

(1) GEOTEXTILE AND HDPE SYNTHETIC LINERS SHALL BE

CONSIDERED A SUBSIDIARY OBLIGATION AND ITS COST

INCLUDE IN THE COURSE AGGREGATE MATERIAL FOR

TRENCHES" PAY ITEM.

(2) THE GEOTEXTILE SHALL BE CONSTRUCTED FOLLOWING

THE SPECIFICATION 712-7 OF THE PRHTA.

(3) THE HPDE SYNTHETIC LINE SHALL BE CONSTRUCTED

FOLLOWING THE SPECIFICATION (SPECIAL PROVISION

951).

(4) FOR SPECIFICATIONS OF THE COURSE AGGREGATE

MATERIAL FOR TRENCHES, SEE "SPECIAL PROVISION

954".

BORROW CLASS "D"

BACKFILL

EXIST.

SLOPE

BACKFILL

GEOTEXTILE

CLASS "A"

ARTICULATED CONCRETE

BLOCH (SP-920)

SEE DETAIL ON

DWG. DR-40

24"Ø DIA. PERFORATED CORRUGATED

POLYETHYLENE PIPE (SPEC. PROVISION 950)

CLASS-A

FILTER FABRIC

COURSE AGGREGATE MATERIAL FOR TRENCHES.

GRANULAR FILTER MATERIAL.

FOR TYP. GRADATION

SPECS. SEE TABLE ON THIS DWG.

(SEE SPECIAL PROVISION 954)

A

RW-2

TRENCH DRAIN TYPE II

HDPE SYNTHETIC LINER

(MOISTURE BARRIER MEMBRANE)

T=60 MILS.

(SEE SPECIAL PROVISION 951)

SPECIAL NOTES:

(1) GEOTEXTILE AND HDPE SYNTHETIC LINERS SHALL BE

CONSIDERED A SUBSIDIARY OBLIGATION AND ITS COST

INCLUDE IN THE COURSE AGGREGATE MATERIAL FOR

TRENCHES" PAY ITEM.

(2) THE GEOTEXTILE SHALL BE CONSTRUCTED FOLLOWING

THE SPECIFICATION 712-7 OF THE PRHTA.

(3) THE HPDE SYNTHETIC LINE SHALL BE CONSTRUCTED

FOLLOWING THE SPECIFICATION (SPECIAL PROVISION

951).

(4) FOR SPECIFICATIONS OF THE COURSE AGGREGATE

MATERIAL FOR TRENCHES, SEE "SPECIAL PROVISION

954".

BORROW CLASS "D"

BACKFILL

EXIST.

SLOPE

BACKFILL

GEOTEXTILE

CLASS "A"

ARTICULATED CONCRETE

BLOCK (SP-920)

SEE DETAIL ON

DWG. DR-40

CLASS-A

FILTER FABRIC

HDPE SYNTHETIC LINER

(MOISTURE BARRIER MEMBRANE)

T=60 MILS.

(SEE SPECIAL PROVISION 951)

SPECIAL NOTES:

(1) GEOTEXTILE AND HDPE SYNTHETIC LINERS SHALL BE

CONSIDERED A SUBSIDIARY OBLIGATION AND ITS COST

INCLUDE IN THE COURSE AGGREGATE MATERIAL FOR

TRENCHES" PAY ITEM.

(2) THE GEOTEXTILE SHALL BE CONSTRUCTED FOLLOWING

THE SPECIFICATION 712-7 OF THE PRHTA.

(3) THE HPDE SYNTHETIC LINE SHALL BE CONSTRUCTED

FOLLOWING THE SPECIFICATION (SPECIAL PROVISION

951).

(4) FOR SPECIFICATIONS OF THE COURSE AGGREGATE

MATERIAL FOR TRENCHES, SEE "SPECIAL PROVISION

954".

BORROW CLASS "D"

BACKFILL

EXIST.

SLOPE

BACKFILL

GEOTEXTILE

CLASS "A"

ARTICULATED CONCRETE

BLOCK (SP-920)

A

RW-2

TRENCH DRAIN TYPE I OR TYPE II

18"Ø DIA. OR 24"Ø DIA. PERFORATED CORRUGATED

POLYETHYLENE PIPE (SPEC. PROVISION 950)

30"Ø DIA. OR 36"Ø DIA.

PIPE CLASS IV

SEE DETAIL ON

DWG. DR-40

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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No.

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CODE No.

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C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED STABILIZATION SECTION - ER-HWY-9

AT STA. 211+40

AS SHOWN

148 175

RW

Structure

Nominal Size (Sieves with Square Opening)

TRENCH DRAINS 90 to 4.75 mm (21

2 to No. 4)

100 mm (4 in.)

90 mm (31

2 in.)

75 mm (3 in.)

100%

63 mm (21

2 in.)

90 to 100%

50mm (2 in.)

90 to 95%

37.5 mm (11

2 in.)

25 mm (1 in.)

19 mm (34 in.)

12.5 mm (12 in.)

4.75 mm (No. 4)

35 to 70% ------ 10 to 30% 0 to 5%

Grading Requirements for Coarse Aggregates Amounts finer than each Laboratory Sieve (Square Opening), Mass Percent

0+20 0+40 0+60 0+80 1+00 1+20 1+40

6.

8.

8.

7.

9.

7.

9.

9.

5.

7.

4.

9.

7.

4.

3.

1.

0+

.0

0+00

0+

.0

0+

.0

0+

.0

0+

.0

0+

.0

0+

.0

0+

.0

0+

.0

0+

.0

1+

.0

1+

.0

1+

.0

1+

.0

1+

.0

1+

.0

2.

0+

.7

PROPOSED STABILIZATION SECTION: SOLUTION RSS - ER - HWY - 8

( FROM STA. 219+31.41 + 220+01.19 , Km. 46.7 ) SCALE : H : 1 : 250 ; V : 1 : 250

0+

.3

0+

.2

0+

.6

1+

.6

9.

1+

.0

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

PROPOSED STABILIZATION SECTION - 1.75:1 RSS

ER-HWY-8

SCALE: 1:500 RW

149 175

0+20 0+40 0+60 0+80 1+00 1+20

PROPOSED STABILIZATION SECTION: SOLUTION RSS - ER - HWY - 8

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

MECHANICALLY STABILIZED EARTH SLOPE

DETAILS & TABLES

SCALE: 1:500 RW

150 175

TABLE OF EXTRUDED GEOGRID VALUES

PROPERTY REQUIRED TEST METHOD TYPE 1 TYPE 2 TYPE 3 TYPE 4

UV STABILITY (MIN. RETAINED

STRENGTH @ 500 HR.) ASTM D 4355 70% 70% 70% 70%

TENSILE STRENGTH (LB./FT.)

ASTM D 6637

M A

C H

IN

E

D

IR

E C

TI

O

N ULTIMATE 9,500 7,400 5,900 2,000

2% STRAIN - - - -

5% STRAIN 3,120 2,520 2,160 1,200

C R

O S

S D

IR

E

C

TI

O

N ULTIMATE

ASTM D 6637

- - - 2,000

2% STRAIN - - - -

5% STRAIN - - - -

STRAIN @ ULTIMATE TENSILE

STRENGTH

GR1 : GG2 10% 10% 10% 10%

S E

C A

N T

M O

D U

LU

S

(L

B ./F

T.

2% STRAIN GR1 : GG5, GT7 - - - -

5% STRAIN ASTM D 5262 62,400 50,400 43,200 -

10% STRAIN GR1 : GG3 & GT5 - - - -

JUNCTION STRENGTH (LB./FT.) GR1 : GG3 & GT5 - - - -

SOLL - GEOSYNTHETIC FRICTION GR1 : GG4 & GT7 0.8 0.8 0.8 0.8

CREEP RESISTANCE - T creep

(LB./FT.) ASTM D 5322 6,552 5,103 4,069 1,379

CREEP REDUCTION FACTOR

(T utt / T creep)

GR1 : GG3 & GT5 1.45 1.45 1.45 1.45

IN

S

TA

LL

A

TI

O N

D A

M A

G E

(R F g)

SAND

GR1 : GG4 & GT7

1.1 1.15 1.15 1.25

LIMESTONE 1.25 1.3 1.3 NOT

PERMITTED

D U

R A

B

IL

IT

Y

(R F d)

CHEMICAL ASTM D 5322 1.1 1.1 1.1 1.1

BIOLOGICAL

ASTM D1987, D3083, G21 &

G22

1.0 1.0 1.0 1.0

JO

IN

T S

TR

E

N G

TH

(R

F

j) MECHANICAL

ASTM D 6637, GR1 : GG4 &

GT7

OVER LAP * GR1 : GG5 & GT6 0.8 0.8 0.8 0.8

LONG TERM DESIGN STRENGTH

(lbs/pt) 5042 3927 3370 1142

CONSTRUCTION SEQUENCE & NOTESNOT TO SCALE

151 175

C O N S T R U C T I O N S E Q U E N C E

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R.

LANDSLIDE REPAIR PR-10LANDSLIDE REPAIR PR-10

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

UTUADO, PUERTO RICO

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITIESHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

PR-10 UTUADO P.R. 2019

ER-9999(407) AC-827579

R279999579

FROM KM. 46.7 TO 47.5

IMPORTANT NOTES FOR TRENCH DRAIN:

1. THE TRENCH DRAIN PIPE SHALL BE 18" PERFORATED CORRUGATED POLYETHYLENE PIPE UNLESS OTHERWISE SHOWN IN THE PLANS. THE SIZE TO BE FURNISHED WILL BE BASED ON THE NOMINAL INTERNAL DIAMETER OF A PIPE WITH A

SMOOTH INTERIOR WALL.

2. GRANULAR BACKFILL MATERIAL SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SPECIAL PROVISION 954-COURSE AGGREGATES FOR DRAINAGE TRENCH. THE GRADATION SHALL MEET TABLE SHOWN IN DWG. RW-2.

3. TRENCH DRAIN TYPE I, II, AND III SHALL BE IN ACCORDANCE WITH SPECIAL PROVISION 925.

4. PLASTIC FILTER CLOTH SHALL MEET THE REQUIREMENTS OF ARTICLE 712-7 OF SPECIFICATION 712.

5. ALL FILTER FABRIC JOINTS SHALL OVERLAP A MINIMUM OF 0.61 METERS.

6. TRENCH DRAIN OUTLET PIPES SHALL BE NONPERFORATED AND ALL BENDS SHALL BE MADE USING 22.5 AND 45 DEG.

ELBOWS. 90 DEG. BENDS SHALL BE CONSTRUCTED WITH TWO 45 DEG. ELBOWS SEPARATED BY AT LEAST 0.31 M OF STRAIGHT PIPE. OUTLET PIPES STUBBED INTO INLETS OR OTHER DRAINAGE STRUCTURES SHALL BE NOT LESS THAN

0.15 M ABOVE THE STRUCTURE FLOW LINE.

7. THE CONTRACT UNIT PRICE FOR TRENCH DRAIN, LINEAR METERS, SHALL INCLUDE THE COST OF PIPE, FITTINGS, GABIONS (WIRE BASKETS AND ROCK), SOCK, HDPE SYNTHETIC LINER, TRENCH DRAIN CLEANOUTS, TRENCH EXCAVATION, PLASTIC FILTER CLOTH, GRANULAR BACKFILL MATERIAL, CLASS "D" IMPERVIOUS BACKFILL AND OUTLET APRON SLABS OR RIPRAP. THE CONTRACT UNIT PRICE FOR TRENCH DRAIN CLEAN OUT, EA. SHALL BE FOR THE

NUMBER COMPLETED AND ACCEPTED.

8. BENCHES WHEREVER NECESSARY IN THE PROJECT WILL BE CONSIDERED AS PART OF THE UNCLASSIFIED

EXCAVATION.

9. FOR FILL SLOPE GEOMETRY OF 2:1 (H:V) WHEREVER THEY OCCUR, AASHTO SOIL TYPE MATERIAL (A-2-4) OR BETTER SHALL BE REQUIRED AND THE ENBAMKMENT CONSTRUCTION SHALL BE PLANNED UNDER A CONTROLLED COMPACTION PROCEDURE AND DIRECTED BY GEOTHECHNICAL PERSONNEL. THE AASHTO SOIL TYPE MATERIAL (A-2-4) SHALL BE OBTAINED FROM CUT SECTIONS WITHIN PROJECT LIMITS. (SEE CROSS SECTIONS FOR MINIMUM LIMITS OF MATERIAL).

IN THE EVENT THE CUT SECTIONS WITHIN PROJECT LIMITS DO NOT YIELD THE TOTAL OF AASHTO SOIL TYPE MATERIAL (A-2-4) OR BETTER, EMBANKMENT SHALL BE PREPARED WITH BORROW FILL OF AASHTO SOIL TYPE MATERIAL (A-2-4), AND PAYMENT SHALL BE MADE THEREFORE AS BORROW CLASS "B".

10. EXCAVATION FOR TRENCH DRAIN TYPE A AND REMOVAL OF UNSTABLE MATERIAL, SHALL BE NO LONGER THAN 9.00 M

EACH TIME.

11. WHEREVER THE WORD "FILTER FABRIC", APPEAR ON THE PLANS, THEY REFER TO GEOTEXTILE AS CALLED FOR IN THE

SPECIFICATION SECTION 712.

12. DUE TO GEOLOGICAL COMPLEXITY OF THE PROJECT SITE, AND TO THE SPECIAL STABILIZING AND DRAINAGE WORKS, REQUIRED TO BE CONSTRUCTED FOR MOST OF THE LENGTH OF THE PROJECT, THE CONTRACTOR IS REQUIRED TO FAMILIARIZE WITH THE EXISTING SOIL CONDITIONS AND RECOMMENDATIONS MADE BY THE GEOTHECNICAL

ENGINEERS, IN THE VARIOUS SOIL EXPLORATIONS REPORTS.

13. THE TRENCH DRAINS SHALL BE CONSTRUCTED FROM THE LOWER PORTIONS OF THE SLOPE TO THE HIGH PORTIONS.

THE TRENCH DRAIN TYPE II SHALL BE CONSTRUCTED FIRST, THEN TRENCH DRAINS TYPE - I .

14. THE TRENCH DRAIN TYPE - I I ILLUSTRATED IN THE STORM SEWER PROFILE-1 ILLUSTRATED ON DWG DR-12. PROFILES

FOR THE TRENCH DRAIN TYPE - 2 ARE INCLUDED ON DWG DR-16.

15. DETAILS OF THE TRENCH DRAINS ARE INCLUDED ON RW DWGS..

16. AN IMPERVIOUS LINER SHALL BE PROVIDED AT THE BOTTOM AND AT THE DOWN-SLOPE SIDE OF THE TRENCH DRAINS

(SEE DETAILS ON DWG. RW-2).

17. A PERMEABLE LINER SHALL BE PROVIDED ON THE UP-SLOPE SIDE OF THE TRENCH DRAINS (SEE DETAIL ON DWG

RW-2).

18. THE TOP AND BOTTOM PART OF THE TRENCH DRAINS SHALL BE WRAPPED WITH AN IMPERMEABLE LINER (SEE DETAIL

ON DWG. RW-2).

19. INITIAL TRENCH BACKFILL SHALL BE GRAVEL MATERIAL, WITH GRADATION AS SPECIFIED ON SHEET DR-2. THE

SPECIFICATION FOR THE PLACING OF THIS MATERIAL IS SPECIFIED ON DWG. RW-2.

20. THE TRENCH DRAINS SHALL BE CONSTRUCTED WITH A MINIMUM 2% GRADIENT TO THE DRAINAGE OUTLETS.

21. A SLOTTED FLEXIBLE PIPE WITH A MINIMUM 18 INCH DIAMETER SHALL BE INSTALLED AT THE BOTTOM OF EACH TRENCH ALONG THE FULL ALIGNMENT OF THE TRENCH DRAINS. THE SLOTTED PIPE SHALL BE PLACED OVER A GRAVEL BLANKET PREVIOUSLY COMPACTED AT THE BASE OF THE TRENCH WITH A MINIMUM COMPACTED THICKNESS OF 0.15

M. THIS BASAL GRAVEL BLANKET SHALL HAVE A MINIMUM INVERT SLOPE OF 2%.

22. THE TRENCH DRAINS SHALL BE CONSTRUCTED WITH THE RECOMMENDED CONSTRUCTION SEQUENCE INCLUDED ON

DWG RW-7 TO RW-9, OTHERWISE APPROVED BY THE ENGINEER.

23. ADDITIONAL SPECIFICATIONS OF THE TRENCHES ARE INCLUDED ON RW, DR AND SS DWGS.

24. THE CONTRACTOR CAN SUBMIT FOR APPROVAL OF THE ENGINEER, AN ALTERNATIVE FOR THE CONSTRUCTION SCHEDULE SPECIFIED FOR THE TRENCH DRAINS ON RW DWGS. THE EXCAVATION WORKS SHALL FOLLOW THE

RECOMMENDATIONS INCLUDED ON RW DWGS..

25. OPEN EXCAVATIONS SHALL NOT BE LEFT OPEN OVERNIGHT.

26. WATER ACCUMULATION OF THE TEMPORARY EXCAVATIONS SHALL BE MINIMIZED WITH GOOD SURFACE GRADING AND DEWATERING WELLS WITH ADEQUATE SUMP AND PUMP SYSTEMS. PUMPS AND EQUIPMENTS SHALL BE PROVIDED TO

DEWATER AND REDUCE THE WATER IN THE TEMPORARY EXCAVATION ZONE.

27. DETAILS FOR THE GABION WALLS USED TO STABILIZE THE BACKFILLED MATERIAL OF THE TRENCH DRAINS ARE

INCLUDED ON DWG RW-10.

28. GEOTEXTILE SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION AND ITS COST INCLUDE IN THE "TRENCH DRAIN TYPE -

I", "TRENCH DRAIN TYPE-II" AND "TRENCH DRAIN TYPE - III" PAY ITEM.

29. HPDE FLEXIBLE PIPE SHALL BE CONSTRUCTED FOLLOWING FOR THE SPECIFICATION "SPECIAL PROVISION 951". HDPE SYNTHETIC LINERS SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION AND ITS COST INCLUDE IN THE "TRENCH DRAIN

TYPE - I", "TRENCH DRAIN TYPE - II" AND "TRENCH DRAIN TYPE - III" PAY ITEM.

CONSTRUCTION SEQUENCE:

DUE TO THE REQUIREMENT OF SPECIAL DRAINAGE STRUCTURES THE CONTRACTOR IS ADVISED TO PROCEED WITH THE EARTHWORK AND WITH THE CONSTRUCTION OF SAID DRAINAGE STRUCTURES. IN A SCHEDULE CONSISTENT WITH THE RECOMMENDATION PREDENTED IN THE CONSTRUCTION PLANS TO ILLUSTRATE SUCH POSSIBLE SCHEDULING A NUMBER OF STAGES IS PRESENTED BELOW. THE CONTRACTOR, HOWEVER, SHALL INVESTIGATE ON HIS OWN THE ADEQUATE STAGING DOES NOT INTERFERE OR NEGATIVELY AFFECT HIS PROJECTED SCHEDULE (STATIONING GIVEN

IS APPROXIMATE).

1. INSTALL ALL SAFETY DEVICES. SEE DETAIL ON MOT DWGS.

2. INSTALL THE 60"Ø RC PIPE. SEE DETAIL ON DR DWGS.

3. REFURNISH EXISTING DETOUR

4. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION EXIT, SEDIMENT CONTROL AND EROSION PREVENTION FROM STA. 213+42.00 TO STA. 210+90.00 AS SHOWN ON THE APPROVED EROSION CONTROL PLAN OR ESTABLISHED BY THE ENGINEER.

5. INSTALL GEOTECHNICAL MONITORING PROGRAM. BEFORE ANY EARTH WORKS ACTIVITIES TAKE PLACE ON SITE, PIEZOMETERS, INCLINOMETERS AND SETTLEMENT GAUGES WILL BE INSTALLED TO ALLOW CONSTANT MONITORING OF GROUNDWATER LEVELS AND GROUND MOVEMENT IN AND AROUND THE PROJECT SITE. FULL TIME GEOTECHNICAL SUPERVISION REQUIRED DURING ALL EXCAVATION/BACKFILL WORKS. ALL MONITORING STATIONS SHALL BE PLACED AND FUNCTIONING BEFORE STARTING STAGE 1 OF CONSTRUCTION OF DEEP TRENCH DRAINS. INCLINOMETER READING AND OBSERVATION PIEZOMETERS SHALL BE MONITORED ON A DIALY BASIS. DATA SHALL BE SEAT TO THE OBSERVING GEOTECHNICAL ENGINEER FOR EVALUATION ON A DAILY BASIS. THE CONSTRUCTION WORK INSIDE THE SENSITIVE ZONE SHALL BE FOLLOW THE RECOMMENDATIONS INCLUDED

ON DWG. SS-2.

6. INSTALL DEWATERING WELLS. THE DEWATERING WELLS WILL BE DRILLED IN ONE MAIN LINE ACROSS THE LANDSLIDE AND LOCATED IN TERRAZA NO.1 TO ASSIST IN DRAWING DOWN THE WATER TABLE AND REDUCE THE WATER IN THE EXCAVATION ZONE, INCREASING ITS WORKABILITY. AFTER THE OBSERVATION OF THE WATER SEEPAGE FLOW REGIME BACK IN 1995, IN THIS ZONE OTHE PROJECT, WHERE PARTIALLY MONITORED DISCHARGE FROM SPRING FLOWS HAVE BEEN MEASURED WITH RATES IN ORDER OF 3,000 GPM, THE CONTRACTOR SHALL REMEASURE THE WATER SEEPAGE FLOW, DESIGN, FURNISH, INSTALL, OPERATE AND MAINTAIN ALL MACHINERY APPLIANCES AND EQUIPMENT TO MAINTAIN ALL EXCAVATION FREE FROM WATER DURING THE CONSTRUCTION. THE CONTRACTOR MAY CONDUCT HIS OWN INVESTIGATIONS, AS HE DEEMS NECESSARY, TO ASCERTAIN THE DEPTHS TO GROUNDWATER AND WATER SEEPAGE FLOW AT TIME OF CONSTRUCTION PRIOR TO SUBMISSION OF DEWATERING PLAN.

DISCHARGE RATES SHOULD BE MEASURED AND…