A01 Draft Drawings PR191 Waterline.pdf

PDF 18 MB Posted May 10, 2023

Attached to: Puerto Rico-191 Water System Reconstruction Federal contract opportunity
Solicitation number: 12441923R0023
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This notice provides details for a federal contract opportunity to reconstruct Puerto Rico's PR-191 water system. The U.S. Department of Agriculture Forest Service is seeking a contractor to install approximately three miles of HDPE waterline along Puerto Rico Highway 191, including directional drilling, replacement of concrete gutters, asphalt patching, and installation of a new 10,000-gallon concrete water storage tank. The contract is set aside as a total HUBZone small business and has an estimated value between $1-5 million. The base item involves work from two wells and tanks to distribution lines for multiple sites, with two optional items to extend the waterline to a new storage tank and water tower. The anticipated solicitation date is June 26, 2023 and award date is July 26, 2023.

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A01 Draft Schedule of Items.xlsx	XLSX spreadsheet	May 10, 2023
A01 Draft Specifications PR-191 Waterline.pdf	PDF	May 10, 2023

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

PR-191 WATER SYSTEM

FROM THE EL PORTAL VISITOR'S CENTER, TRAVEL SOUTH ON ROAD 191 TO YOKAHU TOWER FOR 4.9

KM OR 3.0 MILES. LATITUDE: 18.3051778 N, LONGITUDE: 65.7824417 W.

EL YUNQUE NATIONAL FOREST

ROAD 191 KM 8.8 TO KM 12.0

RIO GRANDE, PR 00745

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

2/8 /23

2 D

L C:

-0 8\1

\22

-R

-0

9\5 _W

\_D

PUERTO RICO

RIO GRANDE MUNICIPIO

(R08) SOUTHERN REGION

EL YUNQUE NATIONAL FOREST

INDEX OF SHEETS

SHEET SHEET TITLE DATE

C-01 COVERSHEET 01/27/2023

G-01

LEGEND, ABBREVIATIONS, & GENERAL NOTES

01/27/2023

G-02 STAGING AREAS 01/27/2023

CD--01 EXISTING SITE AND DEMOLITION PLAN 01/27/2023

CD--02 PALO COLORADO WELL EXISTING SITE & DEMOLITION PLAN 01/27/2023

CD--03 PALO COLORADO TANK EXISTING SITE & DEMOLITION PLAN 01/27/2023

CD--04 PALO COLORADO EXISTING SITE & DEMOLITION PLAN 01/27/2023

CD--05 CAIMITILLO EXISTING SITE & DEMOLITION PLAN 01/27/2023

CD--06 SIERRA PALM EXISTING SITE & DEMOLITION PLAN 01/27/2023

CD--07 YOKAHU TOWER EXISTING SITE & DEMOLITION PLAN 01/27/2023

CU--01 PROPOSED SITE PLAN 01/27/2023

CU--02 PALO COLORADO WELL SITE PLAN 01/27/2023

CU--03A PALO COLORADO WELL TO TANK PLAN/PROFILE STA 1+00 TO 18+00 01/27/2023

CU-03B

PALO COLORADO WELL TO TANK PLAN/PROFILE STA 18+00 TO

28+25

01/27/2023

CU--04 PALO COLORADO TANK SITE PLAN 01/27/2023

CU--05 PALO COLORADO TANK TO SPLIT PLAN/PROFILE 01/27/2023

CU--06 STONE HOUSE LATERAL PLAN/PROFILE 01/27/2023

CU--07 PALO COLORADO LATERAL PLAN/PROFILE 01/27/2023

CU--08 CAIMITILLO TO PALO SPLIT PLAN/PROFILE 01/27/2023

CU--09 CAIMITILLO WELL PLAN/PROFILE 01/27/2023

CU--10 TO CAIMITIILO TANK PLAN/PROFILE 01/27/2023

CU--11 CAIMITILLO TANK SITE PLAN 01/27/2023

CU--12 CAIMITILLO TANK TO SIERRA PALM PLAN/PROFILE 01/27/2023

CU--13 TO YOKAHU TANK STA 7+50 TO 18+00 PLAN/PROFILE 01/27/2023

CU--14 TO YOKAHU TANK STA 18+00 TO 31+00 PLAN/PROFILE 01/27/2023

CU--15 TO YOKAHU TANK STA 31+00 TO 43+45 PLAN/PROFILE 01/27/2023

CU--16 TO YOKAHU STA 1+00 TO 11+00 PLAN/PROFILE 01/27/2023

CU--17 TO YOKAHU STA 11+00 TO 22+00 PLAN/PROFILE 01/27/2023

CU--18 TO YOKAHU STA 22+00 TO 35+00 PLAN/PROFILE 01/27/2023

CU--19 TO YOKAHU STA 35+00 TO 48+00 PLAN/PROFILE 01/27/2023

CU--20

TO YOKAHU STA 48+00 TO 50+76 PLAN/PROFILE YOKAHU TOWER

SITE PLAN

01/27/2023

D-01

TRENCH, VALVE BOX, & CONCRETE ANCHOR DETAILS

01/27/2023

D-02

GUARDRAIL, CONCRETE/ROCK WALL, CONCRETE DECK, & STREAM

XING ANCHOR DETAILS

01/27/2023

D-03 WATER HYDRANT DETAIL 01/27/2023

D-04 GUTTER DETAIL 01/27/2023

D-05 EROSION CONTROL & CONCRETE WASHOUT AREA 01/27/2023

D-06 FIBER ROLL DETAIL 01/27/2023

D-07 EROSION CONTROL BLANKET DETAILS 01/27/2023

D-08 TEMPORARY TRAFFIC CONTROL SIGN MOUNTING 01/27/2023

D-09

TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

01/27/2023

D-10

TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT

(WITH STOP SIGNS)

01/27/2023

D-11 POTABLE & NON-POTABLE INTERSECTION & WATER METER DETAILS 01/27/2023

D-12 AIR RELEASE VALVE DETAILS 01/27/2023

D-13 STORAGE TANK DETAILS 01/27/2023

D-14 FENCE DETAILS 01/27/2023

D-15 PRESSURE REDUCING VALVE DETAILS 01/27/2023

E-01 ELECTRICAL 01/27/2023

PROJECT AREA

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/8 /23

1 D

L C:

-0 8\1

\22

-R

-0

9\5 _W

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

LEGEND,

ABBREVIATIONS, &

GENERAL NOTES

01/27/2023

D.KIMBALL

S.BINGHAM

G-01 002 047

GENERAL NOTES

1. WATERLINES SHALL BE SLOPED AS INDICATED ON WATERLINE PLAN AND PROFILE SHEETS.

2. BURY WATERLINE A MINIMUM OF 12 INCHES TO THE TOP OF THE PIPE UNLESS INDICATED OTHERWISE IN THE DRAWINGS. SOME AREAS OF THE WATERLINE ARE DESIGNATED FOR THE WATERLINE TO BE PLACED ON THE GROUND AND SOME AREAS ARE DESIGNATED FOR A 24

INCH MINIMUM BURIAL.

3. EXISTING UTILITY LOCATIONS ARE BASED ON PAST RECORDS AND EVIDENCE IN THE FIELD. HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL

UTILITIES (WATER, SEWER, ELECTRICAL, COMMUNICATION). ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. FOUR DAYS PRIOR TO EXCAVATION CALL 811 TO HAVE UTILITIES MARKED. IF CONFLICTS ARE FOUND NOTIFY THE CONTRACTING OFFICER.

4. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL AND STATE REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS. IF DISCREPANCIES ARE DISCOVERED REPORT TO THE CONTRACTING OFFICER FOR RESOLUTION.

5. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS. THE EL YUNQUE NATIONAL FOREST IS A UNIQUE ENVIRONMENT AND A CONTRACTOR

SHALL TAKE NECESSARY MEASURES TO DETERMINE THE SCOPE OF WORK.

6. TOP SOIL SHALL BE STRIPPED, STORED, AND RE-SPREAD.

7. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS FOR CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION -- WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED.

8. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR REPORT TO THE CONTRACTING OFFICER FOR RESOLUTION.

9. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS.

10. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, PRIOR TO MAKING ADJUSTMENTS.

11. ANY CHANGE FROM PLANS AND SPECIFICATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

12. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IF CONFLICTS OCCUR WITH MANUFACTURER'S RECOMMENDATIONS AND DRAWINGS/SPECIFICATIONS CONTACT THE CONTRACTING OFFICER.

13. EROSION CONTROL MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY CONTRACTOR DURING CONSTRUCTION.

14. THE EROSION AND SEDIMENT CONTROL INFRASTRUCTURE SHOWN IN THE DRAWINGS ARE THE MINIMUM ANTICIPATED REQUIREMENTS FOR SITE CONDITIONS.

15. HEAVY EQUIPMENT SHALL BE WASHED AND CLEAN PRIOR TO ARRIVING ON THE NATIONAL FOREST. EQUIPMENT SHALL BE INSPECTED ON THE TRAILER BY THE CONTRACTING OFFICE PRIOR TO REMOVING FROM THE TRAILER.

16. UNSUITABLE EXCAVATION AND NATIVE VEGETATION SHALL BE REMOVED TO PR 9966 KM 8.1 PIT(18.32780N, 65.76851W) AT A LOCATION APPROVED BY THE CO.

17. WATER FOR COMPACTION MAY BE OBTAINED FROM THE EXISTING WATER SYSTEM AT APPROVED LOCATIONS AND WITH THE APPROPRIATE BACKFLOW PREVENTION.

18. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER.

ABBREVIATIONS

@ AT

& AND

(A) ABANDON IN PLACE

APPROX APPROXIMATELY

AWWA AMERICAN WATER WORKS ASSOCIATION

CO CONTRACTING OFFICER

CONC CONCRETE

CF CUBIC FOOT

CY CUBIC YARD

(D) DEMOLITION

DIA DIAMETER

(E) EXISTING

ELL ELBOW

ELEV ELEVATION

FT FEET

GSP GALVANIZED STEEL PIPE

PR PUERTO RICO

PSI POUNDS PER SQUARE INCH

TYP TYPICAL

(S) SALVAGE

SDR STANDARD DIMENSION RATIO

STA STATION

V VERTICAL

W WEST

WL WATERLINE

XING CROSSING

LEGEND

EXISTING WATERLINE

EXISTING SEWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING OVERHEAD POWER LINE

EXISTING EDGE OF ASPHALT

EXISTING EDGE OF GRAVEL

EXISTING FENCE

EXISTING GUARD RAIL

EXISTING CONTROL POINT

EXISTING TREE

EXISTING PALM TREE

EXISTING SIGN

EXISTING VALVE

EXISTING DRAIN

EXISTING AIR RELEASE VALVE

EXISTING PRESSURE REDUCING VALVE

EXISTING WATER METER

EXISTING TRANSFORMER

EXISTING POWER POLE

EXISTING CONCRETE

EXISTING COBBLESTONE

EXISTING ROCK AREA

EXISTING BUILDING

EXISTING CRUSHED AGGREGATE

EXISTING CONCRETE CURB STOP

NEW WATERLINE @ EXISTING LINE LOCATION

NEW WATERLINE

NEW SEWER LINE

NEW VALVE

NEW DRAIN

NEW AIR RELEASE VALVE

NEW HYDRANT

NEW WATER METER

NEW PRESSURE REGULATING VALVE

NEW CONCRETE

NEW ASPHALT

PROPOSED SILT FENCE LOCATION

NOM. PIPE DIA. MIN. BENDING RADIUS

1" 2'-6"

2" 5'-0"

3" 7'-6"

H HORIZONTAL

HEX HEXAGON

HDPE HIGH DENSITY POLYETHYLENE

KM KILOMETER

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NIC NOT IN CONTRACT

N NORTH

NOM NOMINAL

NPWL NON-POTABLE WATER LINE

OC ON CENTER

(P) PROTECT

PVC POLYVINYL CHLORIDE

Ww Ww

CAIMITILLO WELL STAT1

SIERAA PALM PK1

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww

Ww Ww

Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww Ww

EEEEEEEEE

EEEEEEEEEEEEE

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

PREPA A1

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 3/2

3 1 3:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

W G;

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

STAGING AREAS

01/27/2023

D.KIMBALL

S.BINGHAM

G-02 003 047

BIG TREE STAGING AREA

NO SCALE

SIERRA PALM STAGING AREA

NO SCALE

PALO COLORADO STAGING AREA

NO SCALE

PROPOSED

STAGING AREA

PROPOSED

STAGING AREA

39'

SIERRA

PALM

PROPOSED

STAGING AREA

PALO

COLORADO

UPPER

PARKING

LOT

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

E L

E V

A T

I O

E E

E L

E V

A T

I O

E E

STATION (FEET)

POINT TABLE

POINT #

NORTHING

829188.718

829216.540

829198.210

828927.885

828811.130

EASTING

884433.822

884426.190

884406.560

883950.587

883872.900

ELEVATION

1688.03

1685.18

1865.20

1756.34

1769.59

DESCRIPTION

NAIL1

NAIL2

PK3

NEW TANK PK1

NEW TANK PK2

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00

E L

E V

A T

I O

E E

E L

E V

A T

I O

E E

STATION (FEET)

12+00 12+50 13+00 13+50

E L

E V

A T

I O

E E

E L

E V

A T

I O

E E

STATION (FEET)

14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00

NEW TANK PK2

NEW TANK PK1

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

EXISTING SITE &

DEMOLITION PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-01

004 047

YOKAHU TOWERJUAN DIEGO FALLS

BIG TREE

TRAILHEAD

SIERRA

PALM

CAIMITILLO STORAGE

TANK

EL YUNQUE

PAVILION

REMAINS

CAIMITILLO PICNIC

AREA

BANO

GRANDE

PALO COLORADO

STORAGE TANK

BANO DE

ORO

STONE

HOUSE

PALO COLORADO

WELL

CAIMITILLO WELL

NOTES:

1. AN EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD. HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE

UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION AND EXCAVATION SHALL BE IN COMPLIANCE WITH THE PUERTO RICO

EXCAVATIONS, DEMOLITIONS AND THE PIPELINES SAFETY DIRECTORATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. SITE PLAN IS TAKEN FROM MULTIPLE SOURCES INCLUDING ON THE GROUND SURVEYS, HISTORICAL CONSTRUCTION DRAWINGS, LIDAR, AND NON-SURVEY GRADE GPS. THE ACCURACY OF ONSITE CONDITIONS ARE DIFFICULT DUE TO THE EXTREME AMOUNTS OF VEGETATION

AND AT TIMES STEEP SLOPES. EXISTING SITE PLANS ARE THE BEST ATTEMPT FOR ACCURACY BUT ERRORS WILL EXIST. WHEN ERRORS

EXIST BRING TO THE ATTENTION OF THE CONTRACTING OFFICER AND AGREE TO ADJUSTMENTS NEEDED.

3. SEE LEGEND ON SHEET G-01.

4. SOME EXISTING SURFACE CONCRETE PIPE ANCHORS EXIST. CONTRACTOR MAY CHOSE TO REUSE THOSE ANCHORS OR REMOVE.

5. ABANDON IN PLACE ALL WATERLINES, ABOVE AND BELOW GROUND, TO BE REPLACED AND ELECTRICAL CONDUITS NOT IN USE THAT ARE IN

AREAS NOT VISIBLE BY VISITORS.

6. REMOVE ALL WATERLINES TO BE REPLACED AND ELECTRICAL CONDUIT NOT IN USE WITHIN A 25 FOOT RADIUS AROUND BOTH WATER

TANKS.

ABANDON LINE IN

PLACE.

ABANDON IN

PLACE AIR

RELEASE

VALVE (TYP.)

REMOVE PRESSURE REDUCING VALVE AND CONCRETE

BOX

REMOVE

WATERLINE

RETAINING

WALL (TYP.)

REMOVE

WATERLINE

RETAINING

WALL (TYP.)

REMOVE

VALVE

(TYP.)

REMOVE

WATERLINE

ON GUARD

RAIL (TYP.)

ABANDON EXISTING WATERLINE IN PLACE WHEN

BELOW GROUND AND GROUT ENDS WHEN

WATERLINE COMES ABOVE GROUND. REMOVE

ALL ABOVE GROUND PIPING

REMOVE

AND

REPLACE

AIR RELEASE

VALVE

CD-02 INSET

CD-03 INSET

CD-04 INSET

CD-05 INSET

CD-06 INSET

CD-07 INSET

PALCOL-WELL1

PALCOL-WELL2

POINT TABLE

POINT #

NORTHING

825579.153

825452.530

EASTING

880304.035

880302.980

ELEVATION

2294.97

2286.43

DESCRIPTION

PALCOL-WELL1

PALCOL-WELL2

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

PALO COLORADO WELL

EXISTING SITE &

DEMOLITION PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-02

005 047

NOTES:

1. AN EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING

UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD.

HOWEVER, THE COMPLETENESS OR ACCURACY OF THE

LOCATIONS SHOWN CANNOT BE GUARANTEED. THE

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE

LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED

OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES

MARKED BEFORE BEGINNING CONSTRUCTION AND EXCAVATION

SHALL BE IN COMPLIANCE WITH THE PUERTO RICO

EXCAVATIONS, DEMOLITIONS AND THE PIPELINES SAFETY

DIRECTORATE. IF CONFLICTS ARE FOUND, NOTIFY THE

CONTRACTING OFFICER.

2. GENERAL INTENT IS TO ABANDON IN PLACE ALL ABOVE GROUND

PIPING THAT IS NOT VISIBLE TO VISITORS. ABANDON IN PLACE

ALL UNDERGROUND PIPING. REMOVE ABOVE GROUND PIPE

THAT IS VISIBLE. TO VISITORS. CONTRACTOR SHALL CAP THE

END OF THE ABANDONED PIPE WITH NON-SHRINK GROUT TO

PREVENT WATER FROM ENTERING THE PIPE.

3. PIPING INTERNAL TO RECREATION SITES SHALL NOT BE

REMOVED UNLESS INDICATED IN THE RECREATION SITE

DEMOLITION PLANS. GENERAL INTENT OF THIS PROJECT IS TO

REPLACE MAIN DISTRIBUTION LINE THAT RUNS TO THE

RECREATION SITES. MAIN WATERLINE NEEDS TO CONNECT TO

RECREATION SITE LATERALS.

4. CONTOURS ARE SHOWN AT 2 FOOT INTERVALS ON THIS SHEET.

5. SEE LEGEND ON SHEET G-01.

EXISTING WATERLINE ABOVE GROUND

FROM EDGE OF ROAD TO PALO COLORADO WATER STORAGE TANK (A)

EXISTING USED CONDUIT (A). UNUSED CONDUIT EXIST (A).

DISCONNECT WATERLINE AT PUMPHOUSE AND GROUT ENDS. REMAINDER OF WATERLINE ALONG

ROAD MAY BE ABANDONED IN PLACE. EXISTING WATERLINE TWO-INCH PVC.

CUT-OFF TWO-INCH SUPPLY PIPE

6-INCHES ABOVE GROUND FOR FUTURE

CONNECTION TO HDPE PIPE.

PR-191

BANOOROPOOL-CP1

POINT TABLE

POINT #

NORTHING

826350.790

826018.598

826069.511

826210.885

826183.343

826451.182

826469.117

EASTING

880813.350

880806.288

880861.513

880468.524

880572.456

880386.836

880343.885

ELEVATION

2108.30

2207.60

2199.94

2141.48

2140.87

2263.54

2266.21

DESCRIPTION

PREPA A1

STONEHOUSE-CP1

STONEHOUSE-CP2

BANOOROPOOL-CP1

BANOOROPOOL-CP2

PALOCOLTANK-CP1

PALOCOLTANK-CP2

BANOOROPOOL-CP2

STONEHOUSE-CP1

STONEHOUSE-CP2

PALOCOLTANK-CP1

PALOCOLTANK-CP2

PREPA A1

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

PALO COLORADO TANK

EXISTING SITE &

DEMOLITION PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-03

006 047

NOTES:

1. AN EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM

RECORDS AND EVIDENCE IN THE FIELD. HOWEVER, THE COMPLETENESS OR ACCURACY

OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY

LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED

BEFORE BEGINNING CONSTRUCTION AND EXCAVATION SHALL BE IN COMPLIANCE WITH

THE PUERTO RICO EXCAVATIONS, DEMOLITIONS AND THE PIPELINES SAFETY

DIRECTORATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. GENERAL INTENT IS TO ABANDON IN PLACE ALL ABOVE GROUND PIPING THAT IS NOT

VISIBLE TO VISITORS. ABANDON IN PLACE ALL UNDERGROUND PIPING. REMOVE ABOVE

GROUND PIPE THAT IS VISIBLE. TO VISITORS. CONTRACTOR SHALL CAP THE END OF THE

ABANDONED PIPE WITH NON-SHRINK GROUT TO PREVENT WATER FROM ENTERING THE

PIPE.

3. PIPING INTERNAL TO RECREATION SITES SHALL NOT BE REMOVED UNLESS INDICATED IN

THE RECREATION SITE DEMOLITION PLANS. GENERAL INTENT OF THIS PROJECT IS TO

REPLACE MAIN DISTRIBUTION LINE THAT RUNS TO THE RECREATION SITES. MAIN

WATERLINE NEEDS TO CONNECT TO RECREATION SITE LATERALS.

4. CONTOURS ARE SHOWN AT 1 FOOT INTERVALS ON THIS SHEET.

5. SEE LEGEND ON SHEET G-01.

REMOVE BOTH

3-INCH PIPES

TO 45 DEGREE

ELLS THAT EXIT

TANK STRUCTURE

SMALL STREAM CROSSING

TRAIL CROSSING

REMOVE THREE HOSE BIBBS

CHAINLINK FENCE AND CONCRETE STORAGE

TANK (P)

EXISTING WATERLINE AND UNUSED CONDUIT ABOVE GROUND

TO PALO COLORADO WATER STORAGE TANK (A)

EXISTING USED CONDUIT ABOVE GROUND

TO PALO COLORADO WATER STORAGE TANK (A)

EXISTING WATERLINES, 3-INCH PIPE, AND UNUSED CONDUIT

ABOVE GROUND (A)

EXISTING USED CONDUIT ABOVE GROUND (P)

STONE HOUSE LATERAL (A)

BANO DE ORO

STONE HOUSE

STONE HOUSE LATERAL

IS BELOW GROUND

FROM STREAM CROSSING

NEAR ROAD TO STONE HOUSE.

GROUT ENDS AND ABANDON IN PLACE.

EXISTING WATERLINES, 3-INCH PIPE, AND UNUSED CONDUIT

ABOVE GROUND (A)

EXISTING USED CONDUIT ABOVE GROUND (P)

GROUT ENDS OF PIPE AND ABANDON

IN PLACE.

UPPER PALO COLORADO

PARKING LOT

PALO COLORADO

TANK

POINT TABLE

POINT #

NORTHING

826350.790

826449.500

826499.540

826497.750

826478.730

826472.890

826442.520

826418.650

826359.800

826343.030

826632.668

826593.963

EASTING

880813.350

880989.100

881061.360

881094.510

881144.560

881160.120

881162.490

881144.400

881281.643

881250.220

880975.746

880820.143

ELEVATION

2108.30

2097.55

2125.80

2095.30

2094.82

2094.83

2081.15

2077.95

2070.51

2072.47

2125.80

2137.05

DESCRIPTION

PREPA A1

PREPA A2

PK NAIL BRIDGE

PK NAIL

PK FS NAIL

SPIKE NAIL

BANOGRANDE CP1

BANOGRANDE CP2

SPIKE NAIL

PK FS NAIL

PK NAIL

PREPA A2

PREPA A1

PK NAIL

PK NAIL BRIDGE

BANOGRANDE CP1

BANOGRANDE CP2

SPIKE NAIL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

3 2 0:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

PALO COLORADO

EXISTING SITE &

DEMOLITION PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-04

007 047

NOTES:

RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION AND EXCAVATION SHALL BE IN COMPLIANCE WITH THE

PUERTO RICO EXCAVATIONS, DEMOLITIONS AND THE PIPELINES SAFETY DIRECTORATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. GENERAL INTENT IS TO ABANDON IN PLACE ALL ABOVE GROUND PIPING THAT IS NOT VISIBLE TO VISITORS. ABANDON IN PLACE ALL UNDERGROUND PIPING. REMOVE ABOVE GROUND PIPE THAT IS VISIBLE. TO VISITORS. CONTRACTOR SHALL CAP THE END OF

THE ABANDONED PIPE WITH NON-SHRINK GROUT TO PREVENT WATER FROM ENTERING THE PIPE.

3. PIPING INTERNAL TO RECREATION SITES SHALL NOT BE REMOVED UNLESS INDICATED IN THE RECREATION SITE DEMOLITION PLANS. GENERAL INTENT OF THIS PROJECT IS TO REPLACE MAIN DISTRIBUTION LINE THAT RUNS TO THE RECREATION SITES. MAIN

WATERLINE NEEDS TO CONNECT TO RECREATION SITE LATERALS.

4. CONTOURS ARE SHOWN AT 1 FOOT INTERVALS ON THIS SHEET.

5. SEE LEGEND ON SHEET G-01.

BANO GRANDE

ABOVE GROUND PIPING

THAT CONNECTS THE PALO COLORADO

AND CAIMITILLO WATER SYSTEMS (A)

COULD NOT LOCATE WATERLINE ABOVE GROUND IN

THIS AREA SO MAY BE BURIED. ABANDON

IN PLACE AND GROUT ENDS.

PALO COLORADO

UPPER PARKING

REMAINS OF EL

YUNQUE PAVILION

PALO COLORADO

LOWER PARKING

PALO COLORADO

PICNIC SHELTERS

PALO COLORADO STORE

ABOVE GROUND PIPING (A)

WATERLINE LATERAL (P)

ABOVE GROUND WATERLINE (A)

REMOVE WATERLINE AND WATERLINE SUPPORTS FROM

UNDERNEATH BRIDGE. GROUT IN HOLES

IN CONCRETE CAUSED BY REMOVAL OF ANCHORS.

REMOVE PIPING FROM BRIDGE

TO METER, SEE INSET TO RIGHT,

WATERLINE AND HYDRANTS TO REMAIN

IN PLACE DOWNSTREAM OF TWO VALVES

APPEARS WATER ENTERS BUILDING AT THIS LOCATION. AGREE TO LOGICAL

CONNECTION POINT WITH CO.

DEMOLITION N.I.C.

ABOVE GROUND

WATERLINE AND VALVES AND

UNUSED CONDUIT (A).

EXISTING USED CONDUIT (P)

WATERLINE TO CAIMITILLO WELL (A)

WATERLINE TO CAIMITILLO TANK (A)

WATERLINES TO

PALO COLORADO

TANK (A)

HYDRANT (P)

BANO GRANDE

BATHHOUSE

SUPPLY

LINE FROM CAIMITILLO

TANK (R)

WATERLINES (P)

WATER METER (P)

VALVE (P)

CAIMITILLO TANK CP1-REBAR

CAMITILLO TANK CP2-PK

POINT TABLE

POINT #

NORTHING

827251.336

827268.396

EASTING

881134.412

881098.546

ELEVATION

2157.42

2174.45

DESCRIPTION

CAIMITILLO TANK CP1-REBAR

CAMITILLO TANK CP2-PK

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

CAIMITILLO EXISTING

SITE & DEMOLITION

PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-05

008 047

NOTES:

1. AN EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD.

HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS

APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION AND EXCAVATION SHALL BE IN

COMPLIANCE WITH THE PUERTO RICO EXCAVATIONS, DEMOLITIONS AND THE PIPELINES SAFETY DIRECTORATE. IF CONFLICTS

ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. GENERAL INTENT IS TO ABANDON IN PLACE ALL ABOVE GROUND PIPING THAT IS NOT VISIBLE TO VISITORS. ABANDON IN PLACE

ALL UNDERGROUND PIPING. REMOVE ABOVE GROUND PIPE THAT IS VISIBLE. TO VISITORS. CONTRACTOR SHALL CAP THE END

OF THE ABANDONED PIPE WITH NON-SHRINK GROUT TO PREVENT WATER FROM ENTERING THE PIPE.

3. PIPING INTERNAL TO RECREATION SITES SHALL NOT BE REMOVED UNLESS INDICATED IN THE RECREATION SITE DEMOLITION

PLANS. GENERAL INTENT OF THIS PROJECT IS TO REPLACE MAIN DISTRIBUTION LINE THAT RUNS TO THE RECREATION SITES.

MAIN WATERLINE NEEDS TO CONNECT TO RECREATION SITE LATERALS.

4. CONTOURS ARE SHOWN AT 1 FOOT INTERVALS ON THIS SHEET.

5. SEE LEGEND ON SHEET G-01.

CAIMITILLO TANK

CAIMITILLO SHELTERS

WATERLINE LARGE STREAM

CROSSING APPROX. 40 FEET LENGTH

TRAIL (P)

REMOVE ABOVE GROUND

WATERLINE TO TEE

REMOVE ABOVE GROUND

WATERLINE TO NEW SCH 80 PVC PIPE

ABOVEGROUND

WATERLINE PIPING

AND UNSUSED CONDUIT

FROM PALO TANK SYSTEM

BYPASS (A).

USED CONDUIT (P)

ABOVEGROUND

WATERLINE PIPING AND UNUSED CONDUIT (A).

USED CONDUIT (P)

EXISTING WATERLINE AND HYDRANTS

IN CAIMTILLO SHELTER AREA

TO REMAIN IN PLACE

REMOVE CAIMITILLO VALVE

DISTRIBUTION LINE

DOWNSTREAM OF VALVE

TO REMAIN IN PLACE

ABOVE GROUND

WATERLINE TO NEW SCH 80 PVC PIPE

AT CAIMITILLO STORAGE TANK (A)

WATERLINE TO SIERRA PALM

AND YOKAHU

WATERLINE FROM CAIMITILLO WELL

TO BE REMOVED

CAIMITILLO WELL STA2

CAIMITILLO WELL STAT1

SIERAA PALM PK1

SIERRA PALM PK2

POINT TABLE

POINT #

NORTHING

827316.130

827119.221

827418.214

827450.094

EASTING

881623.603

881622.934

881768.252

881912.650

ELEVATION

2027.60

2041.69

2018.26

2007.34

DESCRIPTION

CAIMITILLO WELL STAT1

CAIMITILLO WELL STA2

SIERAA PALM PK1

SIERRA PALM PK2

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

SIERRA PALM EXISTING

SITE & DEMOLITION

PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-06

009 047

NOTES:

1. AN EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN

THE FIELD. HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED.

THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION

STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION

AND EXCAVATION SHALL BE IN COMPLIANCE WITH THE PUERTO RICO EXCAVATIONS, DEMOLITIONS AND THE

PIPELINES SAFETY DIRECTORATE. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. GENERAL INTENT IS TO ABANDON IN PLACE ALL ABOVE GROUND PIPING THAT IS NOT VISIBLE TO VISITORS. ABANDON

IN PLACE ALL UNDERGROUND PIPING. REMOVE ABOVE GROUND PIPE THAT IS VISIBLE. TO VISITORS. CONTRACTOR

SHALL CAP THE END OF THE ABANDONED PIPE WITH NON-SHRINK GROUT TO PREVENT WATER FROM ENTERING THE

PIPE.

3. PIPING INTERNAL TO RECREATION SITES SHALL NOT BE REMOVED UNLESS INDICATED IN THE RECREATION SITE

DEMOLITION PLANS. GENERAL INTENT OF THIS PROJECT IS TO REPLACE MAIN DISTRIBUTION LINE THAT RUNS TO

THE RECREATION SITES. MAIN WATERLINE NEEDS TO CONNECT TO RECREATION SITE LATERALS.

4. CONTOURS ON THIS SHEET ARE FROM LIDAR AND AT 2 FOOT INTERVALS.

5. SEE LEGEND ON SHEET G-01.

CAIMITILLO WELL

ABANDON WATERLINE TO

WITHIN OF 6-INCHES OF ELBOW

SIERRA PALM

RESTAURANT

SIERRA PALM SHELTERS

ABANDON UNDERGROUND WATERLINE

IN PLACE, GROUT ENDS OF PIPE,

LINE FROM CAIMITILLO WELL TO TANKS

ABOVE GROUND

WATERLINE PIPING WHICH

IS FROM CAIMITILLO TANK (A)

USED CONDUIT (P)

TRANSITION POINT WHERE PIPING UPSTREAM

IS REMOVED AND PIPING DOWNSTREAM IS PROTECTED

AND REMAINS IN PLACE

REMOVE ABOVE GROUND

WATERLINE PIPING

FROM THIS POINT TO YOKAHU THE WATERLINE IS

GENERALLY BURIED BELOW GROUND EXCEPT WHERE

LOCATED ON RETAINING WALLS AND GUARDRAILS.

REMOVE ABOVE GROUND AND ABANDON IN PLACE

BELOW GROUND WITH GROUTED ENDS.

ABANDON BELOW GROUND WATERLINE IN PLACE,

GROUT ENDS

REMOVE VALVE AND VALVE BOX IF EXISTS. VALVE IS

SHOWN ON OLD PLANS BUT WAS NOT LOCATED IN FIELD

MAGNAIL

POINT TABLE

POINT #

NORTHING

830599.640

830676.950

EASTING

886149.520

886054.910

ELEVATION

1608.07

1608.24

DESCRIPTION

MAGNAIL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 4/2

3 1 1:

\E P

-0

8\1 6-

\22 -R

-0

9\5

\_D

(R08)

SOUTHERN REGION

PR-191 WATER

SYSTEM

EL YUNQUE NATIONAL

FOREST

YOKAHU TOWER

EXISTING SITE &

DEMOLITION PLAN

01/27/2023

D.KIMBALL

S.BINGHAM

CD-07

010 047