A06_2022-03-30_EVER_158018_LPK_-_FINAL_SD_Drawings_-_SEALED.pdf

PDF 29 MB Posted Jun 1, 2022

Attached to: REHAB LPK WATER DISTRIBUTION SYSTEM Federal contract opportunity
Solicitation number: 140P5422R0013
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for rehabilitation of the water distribution system at Long Pine Key in Everglades National Park. The solicitation number is 140P5422R0013 and is being issued by the Department of the Interior National Park Service Southeast Region to rehabilitate the water distribution system at Long Pine Key in Everglades National Park. Interested parties should respond with sealed submissions by March 30, 2022. The contract will require rehabilitation of the existing water distribution infrastructure to ensure continued delivery of potable water to park facilities at Long Pine Key.

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Other files for this federal contract opportunity

Other files attached to REHAB LPK WATER DISTRIBUTION SYSTEM, newest first.
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013591_Historic_Preservation_Treatment_Procedures_0003.pdf	PDF	Jul 1, 2022
EVER_158018_BASIS_OF_DESIGN_REPORT__0002.pdf	PDF	Jul 1, 2022
Sol_140P5422R0013_Amd_0002.pdf	PDF	Jul 1, 2022
Questions___Answers_0001.docx	DOCX document	Jun 24, 2022
Sol_140P5422R0013_Amd_0001.pdf	PDF	Jun 24, 2022
SOL_Wage_Rates.pdf	PDF	Jun 1, 2022
B09_QUESTIONNAIRE.pdf	PDF	Jun 1, 2022
Sol_140P5422R0013.pdf	PDF	Jun 1, 2022
2__Statement_of_Work__.pdf	PDF	Jun 1, 2022

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C0.0 COVER SHEETD

: T

:\P

D \P ro je ct s\

-1

L on g Pi ne K ey \C

\C on st ru ct io n\

9_ C0

-0 _C

O V.

dw g

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018

PROJECT

AREA

158018

Sheet List Table Sheet Number Sheet Title

C0.0 COVER

C1.0 EXISTING CONDITIONS

C1.1 EXISTING CONDITIONS

C2.0 NOTES

C3.0 EROSION CONTROL & DEMOLITION PLAN

C3.1 EROSION CONTROL & DEMOLITION PLAN

C3.2 EROSION CONTROL DETAILS

C5.0 SITE LAYOUT PLAN

C5.1 SITE LAYOUT PLAN

C6.0 UTILITY PLAN

C6.1 UTILITY PLAN

C6.2 UTILITY PLAN & PROFILE

C6.3 UTILITY PLAN & PROFILE

C6.4 UTILITY PLAN & PROFILE

C6.5 UTILITY PLAN & PROFILE

C6.6 UTILITY PLAN & PROFILE

C6.7 UTILITY PLAN & PROFILE

C6.8 UTILITY PLAN & PROFILE

C6.9 UTILITY PLAN & PROFILE

C7.0 DETAILS

bellis Text Box THIS PACKAGE IS PROVIDED AT A SCHEMATIC DESIGN LEVEL AND HAS BEEN SIGNED AND SEALED TO CONVEY THAT THE DESIGN INTENT IS IN LINE WITH CURRENT CODES AND STANDARDS. THE DESIGN-BUILD CONTRACTOR IS RESPONSIBLE FOR COMPLETING THIS DESIGN TO THE CONSTRUCTION DOCUMENT LEVEL. THE ENGINEER OF RECORD FOR THAT EFFORT IS ULTIMATELY RESPONSIBLE FOR FINAL COMPLIANCE WITH OVERALL DESIGN INTENT AND APPLICABLE CODES AND STANDARDS.

5.049

FOUND W"xOR"

CONCRETE MONUMENT

STAMPED M

W W

WWW

W W

: T

:\P

D \P ro je ct s\

-1

L on g Pi ne K ey \C

\C on st ru ct io n\

9_ C1

-0 _E

.d w g

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018

0 60 120 180

(IN FEET)GRAPHIC SCALE

C1.0 EXISTING

CONDITIONS

MATCH LINE - SEE SHEET C1.1

= WATER METER

L E G E N D

= WATER VALVE

EXISTING WATER LINE

(APPROXIMATE LOCATION)

= HOSE BIB

GENERAL NOTES:

1. EXISTING CONDITIONS ARE BASED ON THE

"TOPOGRAPHIC SURVEY" BY S&ME, INC. DATED

09/29/2021. THE DRAWINGS SHALL BE AVAILABLE

FOR REFERENCE BY THE CONTRACTING OFFICER.

2. THIS IS A SPECIFIC PURPOSE SURVEY. THIS IS NOT A

BOUNDARY SURVEY.

3. ALL ELEVATIONS ARE REFERENCES TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

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TELEPHONE HANDHOLE

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AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.08'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.99'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.00'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 5.5'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 5.26'

AutoCAD SHX Text 5.31'

AutoCAD SHX Text 5.09'

AutoCAD SHX Text 5.23'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 5.30'

AutoCAD SHX Text 5.28'

AutoCAD SHX Text 5.22'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.71'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.3'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text 5.73'

AutoCAD SHX Text 5.74'

AutoCAD SHX Text 5.6'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text

W W

: T

:\P

D \P ro je ct s\

-1

L on g Pi ne K ey \C

\C on st ru ct io n\

9_ C1

-0 _E

.d w g

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018C1.1 EXISTING

CONDITIONS

MATCH LINE - SEE SHEET C1.0

0 60 120 180

(IN FEET)GRAPHIC SCALE

GENERAL NOTES:

1. EXISTING CONDITIONS ARE BASED ON THE

"TOPOGRAPHIC SURVEY" BY S&ME, INC. DATED

09/29/2021. THE DRAWINGS SHALL BE AVAILABLE

FOR REFERENCE BY THE CONTRACTING OFFICER.

2. THIS IS A SPECIFIC PURPOSE SURVEY. THIS IS NOT A

BOUNDARY SURVEY.

3. ALL ELEVATIONS ARE REFERENCES TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

= WATER METER

L E G E N D

= WATER VALVE

EXISTING WATER LINE

(APPROXIMATE LOCATION)

= HOSE BIB

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.89'

AutoCAD SHX Text 4.78'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.77'

AutoCAD SHX Text 5.04'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.06'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.14'

AutoCAD SHX Text 5.09'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.93'

AutoCAD SHX Text 4.97'

AutoCAD SHX Text 4.98'

AutoCAD SHX Text 4.95'

AutoCAD SHX Text 4.72'

AutoCAD SHX Text 4.64'

AutoCAD SHX Text 4.83'

AutoCAD SHX Text 5.00'

AutoCAD SHX Text 4.91'

AutoCAD SHX Text 4.99'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.91'

AutoCAD SHX Text

AutoCAD SHX Text 4.88'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.93'

AutoCAD SHX Text 4.98'

AutoCAD SHX Text 4.58'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.58'

AutoCAD SHX Text 4.86'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.85'

AutoCAD SHX Text 4.92'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 3.2'

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

AutoCAD SHX Text 4.6'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 5.02'

AutoCAD SHX Text 5.18'

AutoCAD SHX Text 5.26'

AutoCAD SHX Text 5.12'

AutoCAD SHX Text 5.06'

AutoCAD SHX Text 5.17'

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

TELEPHONE HANDHOLE

AutoCAD SHX Text

FIBER OPTIC HANDHOLE

AutoCAD SHX Text

ELECTRIC RISER

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

TELEPHONE HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

FOUND NAIL & DISK STAMPED LB

AutoCAD SHX Text 4.94'

AutoCAD SHX Text 5.09'

AutoCAD SHX Text 4.79'

AutoCAD SHX Text 4.21'

AutoCAD SHX Text 4.10'

AutoCAD SHX Text 4.51'

AutoCAD SHX Text 5.18'

AutoCAD SHX Text 5.36'

AutoCAD SHX Text 5.18'

AutoCAD SHX Text 5.12'

AutoCAD SHX Text 5.16'

AutoCAD SHX Text 5.09'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 5.12'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 5.00'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 5.15'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 5.15'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 5.20'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text ROUND YARD DRAIN Rim: 4.94'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text ROUND YARD DRAIN Rim: 4.90'

AutoCAD SHX Text SANITARY MANHOLE Rim: 5.58'

AutoCAD SHX Text SANITARY MANHOLE Rim: 5.34'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 5.00'

AutoCAD SHX Text 4.87'

AutoCAD SHX Text 5.01'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 5.17'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text

WOOD UTILITY POLE CUT OFF

AutoCAD SHX Text

FOUND 3/8" IRON ROD NO I.D.

AutoCAD SHX Text

COMMUNICATION RISER BELLSOUTH

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

FIBER OPTIC HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

FIBER OPTIC HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text S

AutoCAD SHX Text SANITARY MANHOLE Rim: 4.94'

AutoCAD SHX Text

CO VENT

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text SANITARY MANHOLE Rim: 5.82'

AutoCAD SHX Text S

AutoCAD SHX Text SEWER LIFT STATION MANHOLE Rim: 5.61'

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text

AutoCAD SHX Text B-11 G

AutoCAD SHX Text B-10 G

AutoCAD SHX Text B-9 G

AutoCAD SHX Text B-8 G

AutoCAD SHX Text B-7 G

AutoCAD SHX Text B-6 G

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 4.76'

AutoCAD SHX Text 4.85'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 5.06'

AutoCAD SHX Text 5.01'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.92'

AutoCAD SHX Text 4.90'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.08'

AutoCAD SHX Text 5.09'

AutoCAD SHX Text 5.01'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text

SEWER LIFT STATION

AutoCAD SHX Text

SEWER LIFT STATION

AutoCAD SHX Text 5.12'

AutoCAD SHX Text 5.06'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.97'

AutoCAD SHX Text 4.85'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text

AutoCAD SHX Text ROUND YARD DRAIN Rim: 4.74'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.94'

AutoCAD SHX Text 4.89'

AutoCAD SHX Text 4.82'

AutoCAD SHX Text 4.59'

AutoCAD SHX Text 4.66'

AutoCAD SHX Text 4.80'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 4.95'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.91'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.72'

AutoCAD SHX Text 4.70'

AutoCAD SHX Text 4.83'

AutoCAD SHX Text 4.86'

AutoCAD SHX Text 4.81'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.81'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.87'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text S

AutoCAD SHX Text SANITARY MANHOLE Rim: 4.93'

AutoCAD SHX Text

ELECTRIC SHUT OFF SWITCH

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text SANITARY MANHOLE Rim: 4.57'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 5.33'

AutoCAD SHX Text 5.47'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text CATCHBASIN Rim: 4.90'

AutoCAD SHX Text CATCHBASIN Rim: 6.04'

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 4.2'

AutoCAD SHX Text 4.3'

AutoCAD SHX Text 5.03'

AutoCAD SHX Text 5.05'

AutoCAD SHX Text 5.07'

AutoCAD SHX Text 4.79'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.05'

AutoCAD SHX Text 4.96'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.6'

AutoCAD SHX Text 4.4'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.3'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 3.9'

AutoCAD SHX Text 3.7'

AutoCAD SHX Text 3.8'

AutoCAD SHX Text 3.4'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 4.7'

AutoCAD SHX Text

FOUND " IRON ROD NO I.D.

AutoCAD SHX Text 4.8'

: T

:\P

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O T.

dw g

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018

EROSION CONTROL NOTES:

1. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND FUNCTIONAL BEFORE EARTH MOVING OPERATION BEGINS AND MUST BE CONSTRUCTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. TEMPORARY MEASURES MAY BE REMOVED AT THE BEGINNING OF THE WORKDAY BUT MUST BE REPLACED

AT THE END OF THE WORKDAY.

2. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON OR NEAR SITE: THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE; THE DATES WHEN STABILIZATION MEASURES ARE INITIATED; INSPECTION RECORDS AND

RAINFALL RECORDS.

3. THE CONTRACTOR SHALL MAINTAIN A RAIN GAUGE AND DAILY RAINFALL RECORDS AT THE SITE OR USE A

REFERENCE SITE FOR A RECORD OF DAILY AMOUNT OF PRECIPITATION.

4. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR DISTURBED MORE THAN 10 DAYS PRIOR TO GRADING OR EARTH MOVING UNLESS THE AREA IS SEEDED AND/OR MULCHED OR OTHER

TEMPORARY COVER IS INSTALLED.

5. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF GRADED OR DENUDED AREAS.

6. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS, SILT FENCES, SEDIMENTATION PONDS AND OTHER

SEDIMENT CONTROLS AS NECESSARY AND MUST BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED BY

50% OR AS DIRECTED BY CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES BEFORE ACCEPTANCE BY NPS OR

AS DIRECTED BY THE CONTRACTING OFFICER

8. THE CONTRACTOR SHALL REMOVE THE TEMPORARY EROSION AND WATER POLLUTION CONTROL DEVICES ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED ON GRADED AREAS AND WHEN, IN THE OPINION OF THE

CONTRACTING OFFICER, THEY ARE NO LONGER NEEDED.

9. SILT FENCE AND SILTATION EEL LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO ENSURE NO LOOSE

MATERIAL FROM CONSTRUCTION ACTIVITY HAS AN ABILITY TO IMPACT SURROUNDINGS.

DEMOLITION NOTES

1. ALL MATERIALS BEING REMOVED AND NOT RELOCATED UNDER THE NEW CONSTRUCTION,

INCLUDING TREES AND SHRUBS, SIGNS, UTILITY STRUCTURES, ETC., SHALL BE FIRST OFFERED TO THE CONTRACTING OFFICER AND IF NOT ACCEPTED SHALL THEN BE PROPERLY DISPOSED OF BY

THE CONTRACTOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES.

TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING

TO LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL

CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

3. THE CONTRACTOR SHALL VERIFY THE LIMITS OF DEMOLITION WITH THE CONTRACTING

OFFICER PRIOR TO COMMENCEMENT OF WORK.

4. IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TO

PROVIDE A CLEAN EDGE. COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT

OF NEW IMPROVEMENTS ON THE SITE LAYOUT PLAN & UTILITY INSTALLATION.

5. CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH THE CONTRACTING

OFFICER AND NPS PRIOR TO BEGINNING WORK. DISRUPTION OF EXISTING UTILITY SERVICES

AND TRAFFIC PATTERNS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE AND INITIATED ONLY

AFTER APPROVAL BY THE CONTRACTING OFFICER

6. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE SUITABLY BACKFILLED AND COMPACTED IN

ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.

7. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS

NECESSARY TO CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND REMOVAL NECESSARY TO

ACCOMPLISH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

9. THE CONTRACTOR SHALL PRESERVE AND PROTECT SURVEY CONTROL POINTS AND SHALL BE

RESPONSIBLE FOR REPLACEMENT OF ANY DISTURBED CONTROL POINTS.

10. ALL VEGETATION DEBRIS GENERATED FROM CLEARING SHOULD BE REMOVED FROM SITE AND

LEGALLY DISPOSED OF.

11. THE CONTRACTOR SHALL INCORPORATE INTO HIS WORK ANY ISOLATION VALVES OR

TEMPORARY PLUGS REQUIRED TO CONSTRUCT NEW UTILITY LINES AND DEMOLISH EXISTING

UTILITY LINES.

12. SELECTIVE CLEARING CONSISTING OF REMOVAL OF VINES, SAPLINGS UNDER 1” DIAMETER AND

UNDERBRUSH SHALL BE PERFORMED IN TREE PRESERVATION AREAS INTERNAL TO THE PROJECT

AND NOTED ON PLANS.

13. WHERE WATER LINE AND SEWER LINE ABANDONMENT IS PLANNED, THE CONTRACTOR MAY

ABANDON WATER LINES AND SEWER LINES IN PLACE WHERE THEY OCCUR AT LEAST 24” (TO

TOP OF PIPE) BELOW FINAL SUBGRADE ELEVATIONS AND OUTSIDE THE BUILDING FOOT PRINT.

ALL UTILITY LINES BEING ABANDONED IN PLACE SHALL HAVE ALL ENDS PERMANENTLY CLOSED

USING A CONCRETE PLUG.

14. IN AREAS WHERE CONTRACTOR HAS THE ABILITY TO DECREASE COST OR LIMIT DISTURBANCE

OF OPERATIONS, CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR FIELD

MODIFICATIONS.

TREE PROTECTION NOTES

1. PRIOR TO CONSTRUCTION ACTIVITY, THE GENERAL CONTRACTOR SHALL STAKE THE LIMITS OF CLEARING, GRADING

AND BUILDING FOOTPRINTS THAT AFFECT THE TREE PRESERVATION AREAS.

2. THE LOCATION OF TREE PROTECTION MEASURES SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION COMMENCING. TREE PROTECTION BARRICADES SHALL CONSIST OF ORANGE PLASTIC BARRIER CONSTRUCTION FENCING, AND SHALL BE INSTALLED IN LOCATIONS AS DIRECTED BY THE

CONTRACTING OFFICER.

3. CONTRACTOR SHALL INSTALL ADEQUATE TREE PROTECTION MEASURES PRIOR TO ANY GRADING ACTIVITIES TO

PREVENT CONSTRUCTION ACTIVITIES WITHIN PROXIMITY OF SPECIMEN TREES.

4. ALL GRADING WITHIN PROTECTED-ROOT-ZONE AREAS SHALL BE DONE BY HAND OR WITH SMALL EQUIPMENT TO

MINIMIZE ROOT DAMAGE.

5. ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE GROUND AND COVERED WITH BACKFILL AS SOON AS POSSIBLE. IF EXPOSED ROOTS ARE NOT COVERED WITHIN 24 HOURS, COVER THEM WITH

MULCH AND THOROUGHLY WATER UNTIL COVERED WITH BACKFILL.

6. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE OR STORE MATERIALS, WITHIN THE DRIP LINES OF

TREES TO BE PRESERVED.

7. WHENEVER GRADING OR EXCAVATION IS DIRECTED WITHIN THE CANOPY COVERAGE AREA OF A TREE TO BE PRESERVED, FIRST CUT ROOTS USING A “DITCH WITCH” OR SIMILAR DEVICE TO PROVIDE CLEAN CUT OF ROOTS AT LIMITS OF ACTIVITY (PRIOR TO USE OF BACKHOE OR BULLDOZER). DO NOT ALLOW HEAVY EQUIPMENT WITHIN THE AREA BETWEEN CUT LINE AND TRUNK OF TREE. TRENCHES TO BE BACKFILLED AND TAMPERED TO MINIMIZE

SETTLEMENT.

8. BARRICADES SHALL ENCROACH ON AREAS TO BE PAVED UNTIL PAVING AND/OR GRADE ADJUSTMENT ACTIVITIES BEGIN. ONLY THEN SHALL BARRICADES BE MOVED TO THE MAXIMUM ALLOWABLE PROTECTED ROOT TREE SAVE ZONE THAT WILL NOT ENCROACH ON THE PLANNED CONSTRUCTION. REMOVAL OF BARRICADE SHALL OCCUR ONLY AFTER PAVING IS COMPLETED AND CURBING IS INSTALLED, OR AS DIRECTED BY THE CONTRACTING OFFICER.

9. PROVIDE WATERING OF SPECIMEN TREES DURING CONSTRUCTION WHEN PERIODS OF DROUGHT EXCEED SEVEN DAYS. UTILIZE OSCILLATING TYPE SPRINKLERS TO COVER ENTIRE PROTECTED ROOT ZONE FOR FOUR HOURS EACH.

10. ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION ACTIVITY SHALL BE VERTICALLY MULCHED (AERATED) AT DIRECTION OF THE CONTRACTING OFFICER THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN A 2' GRID PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A 2” TO 3” HAND OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM DEPTH OF 12”. TYPE OF BACKFILL WILL BE

DETERMINED BY THE QUALIFIED PROFESSIONAL.

11. HEAVY ACCUMULATION OF DUST FROM CONSTRUCTION ACTIVITY MAY OCCUR ON THE SURFACE OF TREE FOLIAGE.

TO CONTROL DUST, TREE FOLIAGE MAY BE HOSED DOWN UPON THE REQUEST OF THE CONTRACTING OFFICER.

12. REMOVAL OF ALL TREE PROTECTION FENCING, SILT FENCING AND SIGNAGE WILL BE DONE BY THE GENERAL CONTRACTOR WHEN PERMITTED BY THE CONTRACTING OFFICER. RESTORATION OF ALL AREAS DISTURBED BY THE

FENCING AND/OR SIGNAGE WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY.

GENERAL NOTES

1. THE SITE LAYOUT IS BASED ON REFERENCE POINTS AS NOTED.

2. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS, (i.e. INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, AND DIMENSIONS) IN THE FIELD PRIOR

TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCIES TO THE

CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING

UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY

DAMAGE ACCORDING TO NPS STANDARDS AND AT THE CONTRACTOR'S

EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY

COMPANY. THE CONTRACTOR SHALL CALL NATIONAL ONE CALL (811) 72 HOURS

PRIOR TO PROCEEDING WITH ANY EXCAVATION.

4. THE CONTRACTOR SHALL CONFORM TO ALL NATIONAL PARK SERVICE (NPS)

STANDARDS AND RECEIVE APPROVAL WHERE NECESSARY BEFORE

CONSTRUCTION.

5. EXISTING PAVEMENT OF PUBLIC ROADWAYS SHALL BE PATCHED IN

ACCORDANCE WITH LOCAL AGENCY STANDARDS WHEREVER UTILITY

INSTALLATION REQUIRES REMOVAL OF THE EXISTING PAVEMENT. COORDINATE

PAVEMENT TRENCHING LOCATIONS WITH SITE CIVIL, PLUMBING AND

ELECTRICAL PLANS.

6. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW

PAVEMENT. SLIGHT FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.

7. ANY WORK UNACCEPTABLE TO THE CONTRACTING OFFICER OR TO THE LOCAL

GOVERNING AUTHORITY SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL EXPENSE TO NPS.

8. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE

MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION ISSUED BY AGC OF

AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION

ISSUED BY THE U.S. DEPARTMENT OF LABOR.

9. THE CONTRACTOR SHALL PAVE IN THE DIRECTION OF TRAFFIC.

10. THE CONTRACTOR SHALL COLD PLANE IN THE DIRECTION OF TRAFFIC.

11. THE CONTRACTOR WILL BE REQUIRED TO ADJUST GRADES OF INTERSECTING

STREETS, ALLEYS, PUBLIC ENTRANCES AND PRIVATE DRIVES AS DIRECTED BY THE

CONTRACTING OFFICER.

12. ALL ROADWAY AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE

REQUIREMENTS AND SPECIFICATIONS OF THE NATIONAL PARK SERVICE.

13. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO

NATIONAL PARK SERVICE AND STATE DOT REGULATIONS AND SPECIFICATIONS.

14. EXISTING CONDITIONS IS COMBINED INFORMATION FROM SURVEY PROVIDED

AND NATIONAL PARK SERVICE MARKUPS. CONTRACTOR TO FIELD VERIFY

CONNECTION LOCATIONS TO ENSURE ALL EXISTING LOCATIONS THAT HAVE

WATER PROVIDED CONTINUE TO HAVE WATER PROVIDED UPON COMPLETION

OF PROJECT.

C2.0 NOTES

SITE UTILITY NOTES

1. ALL WATER LINES SHALL BE OF SOLID HIGH DENSITY POLYETHYLENE (HDPE) PIPE .

2. PROVIDE A MINIMUM 36” OF COVER OVER ALL WATER LINES.

3. THE CONTRACTOR SHALL MAINTAIN 6 FEET (10 FEET IS PREFERRED) HORIZONTAL

SEPARATION BETWEEN SANITARY SEWER LINES AND WATER LINES. WHERE THESE

CRITERIA CANNOT BE MET, THE CONTRACTOR SHALL MAINTAIN 18” VERTICAL

SEPARATION BETWEEN WATER AND SEWER LINES. WHERE EXISTING WATER LINES

AND STUBS ARE CROSSED, BUT NOT CONNECTED, CONTRACTOR SHALL MAINTAIN 6"

OF VERTICAL CLEARANCE.

4. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL

LOCATION OF EXISTING MANHOLES OR SANITARY SEWER LINES AT THE POINT OF

CONNECTION PRIOR TO THE COMMENCEMENT OF ORDERING OF MATERIALS,

CONSTRUCTION OR REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF

CONSTRUCTION FOR ALL UTILITY LINES SO THAT WATER LINES DO NOT CONFLICT

WITH SANITARY SEWERS, SANITARY SEWER SERVICES, STORM SEWERS, OR ANY

OTHER UTILITY OR STRUCTURE, EXISTING OR PROPOSED.

6. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE

ONLY. THE CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS

PLAN OF OPERATION IN THE AREA OF THE UTILITIES. PRIOR TO COMMENCING

WORK, THE CONTRACTOR SHALL CONTACT THE UTILITY OWNERS AND REQUEST

THEM TO PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE GROUND. THIS

NOTIFICATION SHALL BE GIVEN AT LEAST THREE (3) BUSINESS DAYS PRIOR TO

COMMENCEMENT OF OPERATIONS AROUND THE UTILITY.

7. BEFORE CONNECTIONS ARE MADE INTO EXISTING UTILITIES, THE NEW LINES ARE TO

BE FLUSHED AND TESTED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCAL

WATER AND SEWER DEPARTMENT SPECIFICATIONS OR AS DIRECTED BY THE NPS.

8. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT

AND SHALL BE BACKFILLED (100%) TO FINAL SUBGRADE WITH NATIVE SOIL. REPAIR

ROADS PER LOCAL AGENCY REQUIREMENTS.

9. THE CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICAL BENDS TO

ATTAIN THE ALIGNMENT INDICATED ON THE PLANS. PROVIDE VERTICAL BENDS

WHERE NECESSARY TO ALLOW WATER LINES TO PASS UNDER OR OVER OTHER

UTILITY LINES. (ALL BENDS AND BRACES NEEDED MAY NOT BE ACTUALLY SHOWN).

PROVIDE BRACING AND/OR RODDING AT ALL BENDS AND TEES AS REQUIRED BY

WATER DEPARTMENT.

10. THE CONTRACTOR SHALL VERIFY REQUIRED PIPE LENGTHS. EXISTING PIPE MATERIAL

AND SIZES AS SHOWN ON PLANS.

11. REPAIR EXISTING PAVEMENT, CURBS, WALKS, LANDSCAPING, ETC. THAT ARE

DAMAGED BY CONSTRUCTION ACTIVITIES TO A LIKE NEW CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

12. THE CONTRACTOR SHALL ADJUST THE ALIGNMENT OF THE WATER LINES

(HORIZONTALLY AND/OR VERTICALLY) TO ALLOW THE REQUIRED BRACING AT BENDS

AND TEES.

13. EXISTING CASTINGS LOCATED IN FILL/CUT AREAS SHALL BE ADJUSTED TO ENSURE

THAT THE TOP OF CASTING IS FLUSH WITH THE FINISHED GRADE.

14. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO

SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION OF THIS

PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK OVER

AND AROUND THE UTILITIES, THE CONTRACTOR WILL BE REQUIRED TO FURNISH

SUCH EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER.

15. THE CONCRETE CAPS AND ENCASEMENTS ON WATER LINES SHALL BE A MINIMUM

OF 6” THICK. USE 3000 PSI CONCRETE.

16. CONTRACTOR SHALL MARK THE LOCATION OF ALL NEW UTILITY LINES WITH #8

LOCATOR WIRE.

17. CONTRACTOR SHALL PRESSURE TEST ALL HYDRANT CONNECTIONS TO CONFIRM

ABILITY TO HANDLE MAXIMUM PUMPING PRESSURES. IF PRESSURES ARE NOT

SUFFICIENT, COORDINATE WITH CONTRACTING OFFICER AND EITHER INSTALL PRV

ASSEMBLY OR REPLACE CONNECTION WITH NEW MATERIAL.

18. BUILDINGS MAY BE CONNECTED DIRECTLY TO SYSTEM WITHOUT A PRESSURE

REDUCING VALVE IF THE CONTRACTOR HAS PROVEN THAT BUILDING CAN HANDLE

INCREASED PRESSURES WITH CONSENT FROM CONTRACTING OFFICER.

FOUND W"xOR"

CONCRETE MONUMENT

STAMPED M

W W

WWW

W W

W S F

S F S F S F S F S F

S F

S F S F

S F

S F S F S F S F S F

S F

F S

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DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018C3.0 EROSION CONTROL

& DEMOLITION PLAN

DEMOLISH GRASS AREA

(1.02 AC)

DEMOLISH ASPHALT

(0.11 AC)

PROPOSED FEATURES LEGEND

MATCH LINE - SEE SHEET C3.1

0 60 120 180

(IN FEET)GRAPHIC SCALE

NOTES:

1. CONTRACTOR TO MONITOR RUNOFF IN

ALL DIRECTIONS AND PROVIDE

SEDIMENT AND EROSION CONTROLS

AS NEEDED IN ADDITION TO THIS PLAN

BASED ON FIELD CONDITIONS. IF

SEDIMENTATION IS NOTICEABLE

WHERE SEDIMENTATION CONTROLS

ARE NOT INSTALLED, SILT FENCE OR

SILTATION EEL SHALL BE INSTALLED.

CONTRACTOR MAY SUBMIT

ALTERNATIVE CONTROLS FOR

APPROVAL AS NEEDED.

ABANDON EXISTING

WATER MAIN IN PLACE

VIA FLOWABLE FILL

EROSION CONTROL & DEMOLITION

KEYNOTES

CODE DESCRIPTION DET #/SHT #

SILTATION EEL 1/C3.2

SILT FENCE 3/C3.2

LIMITS OF TREE

PROTECTION

ABANDON EXISTING WATER

MAIN IN PLACE VIA

FLOWABLE FILL

DEMOLISH GRASS AREA

DEMOLISH ASPHALT

EC1

EC3

S FSILT FENCE

LIMITS OF TREE

PROTECTION

AutoCAD SHX Text

TELEPHONE HANDHOLE

AutoCAD SHX Text

ELECTRIC HANDHOLE

AutoCAD SHX Text

TRANSFORMER

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ELECTRIC METER

AutoCAD SHX Text

ELECTRIC METER

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ELECTRIC HANDHOLE OES

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ELECTRIC HANDHOLE

AutoCAD SHX Text

COMMUNICATION RISER SOUTHERN BELL

AutoCAD SHX Text ROUND YARD DRAIN Rim: 4.93'

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text

GUY WIRE ANCHOR

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GUY WIRE ANCHOR

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WOOD UTILITY POLE CUT OFF WITH BLUE PAINT

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WOOD UTILITY POLE CUT OFF WITH BLUE PAINT

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GUY WIRE ANCHOR

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GUY WIRE ANCHOR

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GUY WIRE ANCHOR

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WOOD UTILITY POLE CUT OFF WITH BLUE PAINT

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WOOD UTILITY POLE CUT OFF

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GUY WIRE ANCHOR

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WOOD HANDRAIL

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ELECTRIC HANDHOLE

AutoCAD SHX Text 5.61'

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METER POST

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GATE

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METER POST

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AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 5.7'

AutoCAD SHX Text 5.4'

AutoCAD SHX Text 4.9'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 4.8'

AutoCAD SHX Text

GROUND UTILITY

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GROUND UTILITY

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TPR WIRES

AutoCAD SHX Text 5.21'

AutoCAD SHX Text 5.32'

AutoCAD SHX Text 5.50'

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BACK FLOW PREVENTER

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD SHX Text 5.99'

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FIBER OPTIC HANDHOLE

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WATER FOUNTAIN

AutoCAD SHX Text 5.64'

AutoCAD SHX Text 5.56'

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HANDICAP PARKING

AutoCAD SHX Text ROUND YARD DRAIN Rim: 5.18'

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WATER FOUNTAIN

W W

S F

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9_ C3

-0 _E

.d w g

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OFEVERGLADES NATIONAL PARK

TITLE OF SHEET

LONG PINE KEY WATER REHAB

A/E FIRM

168524

9/16/2021

OF 20

CADD:

1615 EDGEWATER DRIVE, STE 200.

ORLANDO, FLORIDA 32804

T 407.975.1273 F 407.975.1278 www.smeinc.com

S&ME

158018C3.1 EROSION CONTROL

& DEMOLITION PLAN

MATCH LINE - SEE SHEET C3.0

0 60 120 180

(IN FEET)GRAPHIC SCALE

NOTES:

1. CONTRACTOR TO MONITOR RUNOFF IN

ALL DIRECTIONS AND PROVIDE

SEDIMENT AND EROSION CONTROLS

AS NEEDED IN ADDITION TO THIS PLAN

BASED ON FIELD CONDITIONS. IF

SEDIMENTATION IS NOTICEABLE

WHERE SEDIMENTATION CONTROLS

ARE NOT INSTALLED, SILT FENCE OR

SILTATION EEL SHALL BE INSTALLED.

CONTRACTOR MAY SUBMIT

ALTERNATIVE CONTROLS FOR

APPROVAL AS NEEDED.

DEMOLISH GRASS AREA

(1.02 AC)

DEMOLISH ASPHALT

(0.11 AC)

PROPOSED FEATURES LEGEND

S FSILT FENCE

LIMITS OF TREE

PROTECTION

ABANDON EXISTING

WATER MAIN IN PLACE

VIA FLOWABLE FILL

EROSION CONTROL & DEMOLITION

KEYNOTES

CODE DESCRIPTION DET #/SHT #

SILTATION EEL 1/C3.2

SILT FENCE 3/C3.2

LIMITS OF TREE

PROTECTION

ABANDON EXISTING WATER

MAIN IN PLACE VIA

FLOWABLE FILL

DEMOLISH GRASS AREA

DEMOLISH ASPHALT

EC1

EC3

AutoCAD SHX Text

WATER FOUNTAIN

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 1, 2022.