DANLEYDRIVE - Lee County Southwest Florida Documents... · 2019-05-30 · beacon manor drive danley...

BEACON

MANOR

DRIVE

DA

NLE

Y

DR

IV

E

US

41

6200 Whiskey Creek Dr.

Fort Myers, FL. 33919

Phone: (239) 985-1200

Florida Certificate of

Authorization No.1772

1

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ENGINEERS PLANNERS SURVEYORS

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HOLE

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MONTES

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SHEET NO.

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FISCAL YEAR

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1

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17

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UTILITY WORK BY HIGHWAY CONTRACTOR - LEE COUNTY UTILITIES BEACON MANOR DRIVE SIDEWALK IMPROVEMENTS WATER MAIN REPLACEMENT US 41 TO DANLEY DRIVE

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LEE COUNTY

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CONTRACT PLANS

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JACKSONVILLE

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DAYTONA BEACH

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MELBOURNE-

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COCOA

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FT PIERCE

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WEST PALM

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BEACH

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FT LAUDERDALE

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MIAMI

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FT MYERS

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NAPLES

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SARASOTA -

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BRADENTON

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ST PETERSBURG

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TAMPA

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LAKELAND

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ORLANDO

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NEW PORT RICHEY

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OCALA

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GAINESVILLE

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TALLAHASSEE

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PANAMA

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CITY

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FORT WALTON

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BEACH

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PENSACOLA

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10

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95

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4

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4

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275

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295

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75

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10

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75

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75

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95

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75

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75

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TURNPIKE

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BEE LINE

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EXPRESSWAY

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FLORIDA'S

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LAKE CITY

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BARTOW

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ST AUGUSTINE

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KEY WEST

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CHIPLEY

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DELAND

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LOCATION

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OF PROJECT

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PUNTA GORDA

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0

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1500

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3000

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FEET

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N

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PLANS PREPARED BY:

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NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION.

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INDEX OF ROADWAY PLANS

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SHEET NO.

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SHEET DESCRIPTION

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1

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KEY SHEET

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2

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GENERAL NOTES, SPECIFICATIONS, TRAFFIC CONTROL NOTES, & SPECIAL PROJECT REQUIREMENTS

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3

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LEE COUNTY STANDARD PLAN NOTES

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4

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PROJECT LAYOUT

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5-9

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PLAN & PROFILE SHEETS

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10

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PHASES & ALTERNATIVE CONNECTION

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11-12

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DETAILS

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01/30/2019 BID DOCUMENT

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COUNTY PROJECT No.: 6002 LEE COUNTY, FLORIDA

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Florida Reg. No.

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David W. Schmitt, P.E.

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41671

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%%UCOMPANY

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%%UCONTACT

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%%UPHONE No.

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%%UEMAIL

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%%U UTILITIES / AGENCY OWNERS

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COMCAST MARK COOK 239-432-1805 [email protected] MARK COOK 239-432-1805 [email protected] 239-432-1805 [email protected] [email protected] FP&L MICHAEL MARTINEZ 239-353-6047 [email protected] MICHAEL MARTINEZ 239-353-6047 [email protected] 239-353-6047 [email protected] [email protected] CENTURY LINK JAMES NOTTINGHAM JR. 239-336-2035 [email protected] JAMES NOTTINGHAM JR. 239-336-2035 [email protected] 239-336-2035 [email protected] [email protected] LEE COUNTY UTILITIES VICTOR GAGNON 239-533-8178 [email protected] VICTOR GAGNON 239-533-8178 [email protected] 239-533-8178 [email protected] [email protected] TECO PEOPLES GAS M.D. ALOI 239-690-5517 [email protected] M.D. ALOI 239-690-5517 [email protected] 239-690-5517 [email protected] [email protected] FIBERNET DIRECT BILL MOORE 904-355-9742 [email protected] BILL MOORE 904-355-9742 [email protected] 904-355-9742 [email protected] [email protected] CITY OF FORT MYERS ANGELO THOMAS 239-321-7463 [email protected] ANGELO THOMAS 239-321-7463 [email protected] 239-321-7463 [email protected] [email protected] SUMMIT BROADBAND MIKE REBER 239-444-0032 [email protected] MIKE REBER 239-444-0032 [email protected] 239-444-0032 [email protected] [email protected] LEVEL 3 COMMUNICATIONS MICHAEL NUNEZ 720-888-0916 [email protected] MICHAEL NUNEZ 720-888-0916 [email protected] 720-888-0916 [email protected] [email protected] LEE COUNTY SIGNALS/ATMS JAMES FENCIL 239-707-4870 [email protected] JAMES FENCIL 239-707-4870 [email protected] 239-707-4870 [email protected] [email protected] LEE COUNTY IRRIGATION RICHARD CALKINS JR. 239-533-9440 [email protected] RICHARD CALKINS JR. 239-533-9440 [email protected] 239-533-9440 [email protected] [email protected]

BT BT

HOLE


MONTES

BEACON MANOR DRIVE

WATER MAIN REPLACEMENT

GENERAL NOTES, SPECIFICATIONS, TRAFFIC CONTROL

NOTES, & SPECIAL PROJECT REQUIREMENTS

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110

CERTIFICATE OF AUTHORIZATION No.1772

LDO COMMENT REVISIONS

1

7/18

2

LCU COMMENTS 9/18

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BURIED TELEVISION CABLE

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WATER MAIN

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BURIED ELECTRIC CABLE

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BURIED TELEPHONE CABLE

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FENCE

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RIGHT OF WAY

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STORM DRAIN

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FORCE MAIN

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FIRE HYDRANT ASSEMBLY WATER VALVE WATER METER BLOW OFF AIR RELEASE VALVE REDUCER 22 1/2° BEND45° BEND90° BENDTEE CROSS PLUG MITERED END SECTION

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EXISTING WATER MAIN

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EXISTING FORCE MAIN

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EXISTING STORM DRAIN

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EXISTING TELEPHONE

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EXISTING ELECTRICAL

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EXISTING TV

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EDGE OF PAVEMENT

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EASEMENT

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SIDEWALK

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FACE OF/BACK OF CURB

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LEGEND

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ABBREVIATIONS:

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CASING PIPE

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GENERAL NOTES

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ANSI

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APT

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ARV

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ASTM

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AVE

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AWWA

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BLVD

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B/L

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BM

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BV

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CA

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CC

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CI

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CL

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CLY

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CO

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CONC

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CORP.

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CP

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CT

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CTS

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D.I.P.

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DIA

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DR

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ESMT

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ELEV

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EOP

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EX

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FFE

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FDOT

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FM

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FT

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GALV

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GV

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HDPE

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INV

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L

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LF

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LN

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MAX

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MH

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MIN

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MJ

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NO.

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NTS

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OBG

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PGL

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PL

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PSI

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PVC

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PVMT

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R

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RCP

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RD

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RED.

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REQD

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RMJ

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RW/R.O.W.

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SCD

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SCO

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SDR

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SMH

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SS

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ST

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STA

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SW

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TYP

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UE

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VCP

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WAS

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OC/EW

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FLG

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PPW

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PPC

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AMERICAN NATIONAL STANDARDS INSTITUTE

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APARTMENT

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AIR RELEASE VALVE

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AMERICAN SOCIETY FOR TESTING AND MATERIAL

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AVENUE

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AMERICAN WATER WORKS ASSOCIATION

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BOULEVARD

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BASE LINE

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BENCH MARK

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BUTTERFLY VALVE

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ASBESTOS CEMENT

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CENTER TO CENTER

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CAST IRON

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CLASS/CENTERLINE

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CLAY

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CLEANOUT

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CONCRETE

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CORPORATION

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CONTROL PANEL

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COURT

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COPPER TUBE SIZE

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DUCTILE IRON PIPE

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DIAMETER

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DRIVE/DIMENSION RATIO

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EASEMENT

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ELEVATION

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EDGE OF PAVEMENT

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EXISTING

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FINISH FLOOR ELEVATION

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FLORIDA DEPARTMENT OF TRANSPORTATION

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FORCE MAIN

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FEET

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GALVANIZED

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GATE VALVE

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HIGH-DENSITY POLYETHYLENE

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INVERT

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LEFT OF CENTERLINE

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LINEAR FEET

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LANE

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MAXIMUM

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MANHOLE

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MINIMUM

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MECHANICAL JOINT

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NUMBER

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NOT TO SCALE

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OPTIONAL BASE GROUP

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PROFILE GRADE LINE

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PLACE

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PER SQUARE INCH

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POLYVINYL CHLORIDE

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PAVEMENT

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RIGHT OF CENTERLINE

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REINFORCED CONCRETE PIPE

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ROAD

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REDUCER

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REQUIRED

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RESTRAINED MECHANICAL JOINT

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RIGHT OF WAY

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SCRUBBER DUCT

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SEWER CLEANOUT

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STANDARD DIMENSION RATIO

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SANITARY MANHOLE

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SANITARY SEWER/STAINLESS STEEL

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STREET

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STATION

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SOLVENT WELD

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TYPICAL

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UNDERGROUND ELECTRIC

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VITRIFIED CLAY PIPE

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WASTE ACTIVATED SLUDGE

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ON CENTER EACH WAY

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FLANGED PIPE FITTING

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POWER POLE WOOD

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POWER POLE CONCRETE

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BE

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BURIED ELECTRIC

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BT

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BURIED TELEPHONE

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FO

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FIBER OPTIC

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SW

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SIDEWALK

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AI

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AERATED INFLUENT

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ASHT

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AERATED SLUDGE HOLDING TANK

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ASFT

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AERATED SLUDGE FEED TANK

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EQ

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EQUALIZATION

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GD

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GRAVITY DRAIN

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SHC

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SODIUM HYPOCHLORITE

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WM

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WATER METER/WATER MAIN

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RAS

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RETURN ACTIVATED SLUDGE

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SPECIFICATIONS

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DFM

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DRAINAGE FORCE MAIN

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DRN

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DRAIN

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SAN

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SANITARY

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SCH

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SCHEDULE

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1. ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. FOR NATIONAL ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. FOR NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) - 1929 CONVERSION, ADD 1.18' TO (N.A.V.D.) ELEVATION. THE THE RECORD DRAWINGS SHALL REFERENCE THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) - 1988. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, TREES, ETC.) AND SPRINKLER PIPE, SPRINKLER HEADS, FENCING AND ALL IDENTIFIED IMPROVEMENTS THAT MAY HAVE TO BE REMOVED OR HAVE BEEN DAMAGED OR INJURED DURING CONSTRUCTION, NOT IDENTIFIED TO BE REMOVED BY WATER MAIN OR SIDEWALK IMPROVEMENT. CONTRACTOR TO REPLACE OR REPAIR ANY DAMAGED PROPERTY OR IMPROVEMENTS TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE, VERIFY AND PROTECT ANY EXISTING IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE, VERIFY AND PROTECT ANY EXISTING UTILITIES. 5. EXTREME CAUTION TO BE USED WHEN EXCAVATING, AS NUMBER AND LOCATION OF EXISTING UTILITIES EXTREME CAUTION TO BE USED WHEN EXCAVATING, AS NUMBER AND LOCATION OF EXISTING UTILITIES HAVE BEEN NOTED BASED ON THE INFORMATION FURNISHED BY OTHERS. 6. DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTORS EXPENSE. 7. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. FITTINGS SHALL BE PIPE JOINT DEFLECTIONS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. FITTINGS SHALL BE USED WHERE DEFLECTION EXCEEDS ALLOWABLE PIPE JOINT DEFLECTION. 8. ALL SUB-SURFACE INSTALLATIONS FOR WATER, SEWER, DRAINAGE AND PUBLIC UTILITIES SHALL BE ALL SUB-SURFACE INSTALLATIONS FOR WATER, SEWER, DRAINAGE AND PUBLIC UTILITIES SHALL BE INSTALLED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION. 9. THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND THE CONTRACTOR SHALL COMPLY WITH THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND WITH LEE COUNTY DOT STANDARDS. CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF, AND COMPLIANCE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF, AND COMPLIANCE WITH, MAINTENANCE OF TRAFFIC PLANS FOR ALL WORK. WITH, MAINTENANCE OF TRAFFIC PLANS FOR ALL WORK. . 10. TRAFFIC SIGNAL SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS TRAFFIC SIGNAL SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS SYSTEMS, TRAFFIC LOOPS, INTERCONNECT CABLE, AND STREET LIGHTING SYSTEMS SHALL BE MAINTAINED AT ALL TIMES; IF THE CABLE OR SYSTEM IS CUT OR DAMAGED AS A RESULT OF SUBJECT PROJECT AS DETERMINED BY THE COUNTY, THE CABLE OR SYSTEM SHALL BE REPAIRED IMMEDIATELY BY AN FDOT/LEE COUNTY APPROVED CONTRACTOR. ALL NECESSARY REPAIRS SHALL BE AT THE EXPENSE OF THE CONTRACTOR AND SHALL BE PERFORMED TO APPLICABLE FDOT AND LEE COUNTY DOT STANDARDS. 11. DRIVEWAYS, SIDEWALKS, AND OTHER RIGHT-OF-WAY OR EASEMENT ENCROACHMENTS SHALL BE DRIVEWAYS, SIDEWALKS, AND OTHER RIGHT-OF-WAY OR EASEMENT ENCROACHMENTS SHALL BE RESTORED EQUAL TO PRE-CONSTRUCTION CONDITIONS OR BETTER AND TO THE SATISFACTION OF THE ENGINEER, EXCEPT AS NOTED ON THE SIDEWALK PLAN. 12. CONTRACTOR SHALL MAINTAIN 10' MINIMUM CLEARANCE FROM ANY FPL ENERGIZED CONDUCTOR. CONTRACTOR SHALL MAINTAIN 10' MINIMUM CLEARANCE FROM ANY FPL ENERGIZED CONDUCTOR. REFER TO OSHA STANDARDS AND FPL REQUIREMENTS. 13. THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF FLORIDA STATUTE 556, THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT, AND LEE COUNTY UTILITY DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. IN THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITIES STANDARDS MANUAL AND THIS ACT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 15. THE CONTRACTOR SHALL PROTECT ALL TREES AND IRRIGATION SYSTEM DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL ADJUST FINAL RIM ELEVATIONS OF METER BOXES, AIR RELEASE VALVECOVERS, ETC., AS REQUIRED TO MEET FINISHED GRADE. 17. CONTRACTOR SHALL PERFORM ALL HIS WORK WITHIN THE EASEMENTS OR RIGHT-OF-WAYS. 18. ALL DISTURBED AREAS WITH GROUND COVER SHALL RECEIVE SOLID SOD EQUAL TO PRE-EXISTING COVER OR AT A MINIMUM BAHIA SOD, EXCEPT AS NOTED ON THE SIDEWALK PLAN. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTENANCE OF THE RESTORED GROUND COVER UNTIL SUBSTANTIAL COMPLETION. 19. THE CONTRACTOR SHALL EXAMINE THE SITE AND BE RESPONSIBLE FOR UNDERTAKING HIS OWN SOIL BORINGS, PAVEMENT CORINGS AND GEOTECHNICAL INVESTIGATION PRIOR TO SUBMITTING HIS BID, TAKING INTO CONSIDERATION ALL CONDITIONS THAT MAY AFFECT HIS WORK. THE COUNTY AND THE ENGINEER WILL NOT ASSUME RESPONSIBILITY FOR SUB-SOIL QUALITY OR CONDITIONS; CONTRACTOR SHALL OBTAIN HIS OWN GEOTECHNICAL INFORMATION AS HE/SHE DEEMS NECESSARY. SUCH WORK WILL BE INCLUDED IN THE BID PRICE AS PART OF THE WORK AND NO SEPARATE PAYMENT WILL BE MADE. 20. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FILL. CONTRACTOR SHALL BE RESPONIBLE FOR REMOVAL AND DISPOSAL OF ALL DEBRIS AND EXCESS MATERIAL. 21. THE CONTRACTOR IS RESPONSIBLE FOR BACKFILLING AND GRADING ALL DISTURBED AREAS IN CONJUNCTION WITH THE SIDEWALK PROJECT.

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1. ALL LEE COUNTY UTILITY STANDARD DETAILS AND SPECIFICATIONS (UTILITY STANDARDS) ARE ALL LEE COUNTY UTILITY STANDARD DETAILS AND SPECIFICATIONS (UTILITY STANDARDS) ARE APPLICABLE TO THIS PROJECT AND ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. REFER TO LATEST EDITION AND REVISIONS OF THE COUNTY UTILITIES STANDARDS; IN THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITIES STANDARDS MANUAL AND THESE DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. SPECIAL ATTENTION IS TO BE PAID TO THE FOLLOWING REQUIREMENTS, SPECIFIC TO THIS PROJECT: A. CONTRACTOR SHALL FLUSH AND PRESSURE TEST ALL NEW PIPING. REFER TO UTILITY STANDARDS. B. ALL WATER PIPING SHALL BE DUCTILE IRON, CLASS 250 PIPE. ALL FORCE MAIN PIPING SHALL BE GREEN PVC PIPE, AWWA C900 DR 14 PIPE. ALL FITTINGS SHALL BE RESTRAINED PER UTILITY STANDARDS. C. A COLOR PRE-CONSTRUCTION AUDIO-VIDEO RECORDING SHALL BE PERFORMED AND PROVIDED TO THE COUNTY AND ENGINEER PRIOR TO CONSTRUCTION. D. A RECORD SURVEY OF THE COMPLETED PROJECT SHALL BE PROVIDED BY A FLORIDA REGISTERED SURVEYOR. 2. THE CONTRACTOR SHALL COORDINATE ALL OUTAGES AND CONNECTIONS WITH COUNTY A MINIMUM OF THE CONTRACTOR SHALL COORDINATE ALL OUTAGES AND CONNECTIONS WITH COUNTY A MINIMUM OF TWO WEEKS PRIOR. 3. OPERATION OF CONSTRUCTION EQUIPMENT IS ONLY PERMITTED MONDAY THROUGH FRIDAY, 7:00 AM TO OPERATION OF CONSTRUCTION EQUIPMENT IS ONLY PERMITTED MONDAY THROUGH FRIDAY, 7:00 AM TO 7:00 PM. WORK SHALL BE PRE-APPROVED BY COUNTY FOR OPERATION OF ANY CONSTRUCTION EQUIPMENT DURING OTHER PERIODS. 4. ALL EXCAVATION SHALL BE UNCLASSIFIED WITH NO ADDITIONAL PAYMENT FOR ROCK EXCAVATION OR ALL EXCAVATION SHALL BE UNCLASSIFIED WITH NO ADDITIONAL PAYMENT FOR ROCK EXCAVATION OR DEWATERING. 5. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNERS THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNERS REPRESENTATIVE, & LEE COUNTY PRIOR TO THE FOLLOWING ACTIVITIES: A. COMMENCEMENT. B. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT. C. WATER SYSTEM 1. HOT TAPS 2. PRESSURE TEST 3. CHLORINATION OF WATER LINES 4. FLUSHINGS 5. BACTERIOLOGICAL SAMPLINGS 6. FINAL CONNECTION OF NEW MAINS 7. FINAL ABANDONMENT OF EX. MAINS 8. WATER SERVICE & WATER METER SWITCH OVER 9. BACKFLOW DEVICE INSTALLATION D. WASTEWATER SYSTEM WASTEWATER SYSTEM 1. ALL PUMP STATION & FORCE MAIN OUTAGES. 2. PRESSURE TEST 3. FINAL CONNECTION OF NEW MAIN.

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TRAFFIC CONTROL NOTES:

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1. THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD PART VI, TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION, AS REVISED TO DATE). FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION, REFER TO THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BOOKLET "DESIGN STANDARDS" DATED JULY, 2017 INDEX No's. 600 THROUGH 670, AS APPLICABLE. 2. WHERE "FLAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVERED OR REMOVED WHERE "FLAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVERED OR REMOVED DURING PERIODS WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED SUCH AS NIGHTS, WEEKENDS OR HOLIDAYS. 3. PLACEMENT OF ALL CONSTRUCTION SIGNS SHALL BE FIELD LOCATED IN SUCH A WAY THAT WILL AVOID PLACEMENT OF ALL CONSTRUCTION SIGNS SHALL BE FIELD LOCATED IN SUCH A WAY THAT WILL AVOID OBSTRUCTION OF OR CONFLICT WITH EXISTING SIGNS. 4. ONE TRAVEL LANE SHALL BE KEPT OPEN FOR EACH DIRECTION WITHIN THE WORK AREA THROUGHOUT ONE TRAVEL LANE SHALL BE KEPT OPEN FOR EACH DIRECTION WITHIN THE WORK AREA THROUGHOUT THE DURATION OF CONSTRUCTION, EXCEPT WHEN A LANE CLOSURE OR DETOUR IS PERMITTED. WHEN DETOURS ARE ESTABLISHED, ROADWAY SHALL BE MADE AVAILABLE FOR LOCAL TRAFFIC AS NEEDED. 5. THE MINIMUM WIDTH OF ANY TRAVEL LANE AT ANY TIME SHALL BE 10 FEET. THE MINIMUM WIDTH OF ANY TRAVEL LANE AT ANY TIME SHALL BE 10 FEET. 6. THE CONTRACTOR SHALL PHASE HIS CONSTRUCTION OPERATIONS IN SUCH A WAY THAT WILL MAINTAIN THE CONTRACTOR SHALL PHASE HIS CONSTRUCTION OPERATIONS IN SUCH A WAY THAT WILL MAINTAIN EXISTING ACCESS TO ALL SIDE STREET AND DRIVEWAYS AT ALL TIMES. A FLAGGER SHALL BE USED AT TIMES WHEN 2 - WAY ACCESS (I.E. LANE CLOSURES) TO A SIDE STREET IS NOT PROVIDED. TO DIRECT VEHICLES ENTERING OR EXISTING THE SIDE STREET. ADDITIONAL FLAGGERS MAY BE NECESSARY WHEN WORK ZONE INCLUDES A SIDE STREET.

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SILT FENCE

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TCE

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LBE

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TEMPORARY CONSTRUCTION EASEMENT

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LANDSCAPE BUFFER EASEMENT

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CUE

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COLLIER UTILITY EASEMENT

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IQ

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IRRIGATION QUALITY

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MLP

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METAL LIGHT POLE

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SPECIAL PROJECT REQUIREMENTS:

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1. THE PROPOSED PROJECT SHALL BE CONSTRUCTED IN PHASES TO MAINTAIN EXISTING WATER SERVICE THE PROPOSED PROJECT SHALL BE CONSTRUCTED IN PHASES TO MAINTAIN EXISTING WATER SERVICE AT ALL TIMES, EXCEPT DURING INDIVIDUAL WATER SERVICE SWITCH OVER. EXISTING WATER SERVICE SWITCH OVERS SHALL BE COORDINATED IN ADVANCE WITH THE PROPERTY OWNER AND THE COUNTY.

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SPECIAL PROJECT REQUIREMENTS (CONT.)

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2. THE PROPOSED PROJECT SHALL BE CONSTRUCTED FROM THE WEST END OF BEACON MANOR DRIVE THE PROPOSED PROJECT SHALL BE CONSTRUCTED FROM THE WEST END OF BEACON MANOR DRIVE EASTWARD TO DANLEY DRIVE IN MULTIPLE PHASES. PHASE 1 SHALL BE FROM THE WEST END OF MULTIPLE PHASES. PHASE 1 SHALL BE FROM THE WEST END OF BEACON MANOR DRIVE, EAST OF THE FDOT R/W LINE (STATION 11+10) TO DANLEY DRIVE (STATION 23+50). 3. A TEMPORARY CONNECTION FOR PHASE 1 SHALL BE MADE AT (STATION 11+10) WITH A TEMPORARY A TEMPORARY CONNECTION FOR PHASE 1 SHALL BE MADE AT (STATION 11+10) WITH A TEMPORARY BLOWOFF AT THE EAST END. UPON CLEARANCE AND ACCEPTANCE OF THE PHASE 1 CONSTRUCTION, THE WATER MAIN SHALL BE TIED IN AT (STATION 11+10) AND TO THE EXISTING 8 INCH WATER MAIN (PHASE 2) AT DANLEY DRIVE. THE EXISTING WATER MAIN CONNECTION SHALL REMAIN IN SERVICE AT THE EAST END UNTIL THE WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN. UNTIL THE WATER SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN. 4. THE PHASE 3 WATER MAIN MAY BE CONSTRUCTED, FLUSHED, TESTED, AND CLEARED DURING THE THE PHASE 3 WATER MAIN MAY BE CONSTRUCTED, FLUSHED, TESTED, AND CLEARED DURING THE SERVICE TRANSFER TO THE NEW MAIN. FINAL CONNECTION TO THE EXISTING 8 INCH WATER MAIN CANNOT BE MADE UNTIL VERIFICATION IS MADE THAT ALL WATER SERVICES HAVE BEEN TRANSFERRED.

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LETTER

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DATE

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REVISIONS

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SHEET NO.:

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PROJECT NO.:

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CAD FILE NAME:

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DRAWING NO.:

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Beacon Manor Drive Sidewalk Improvements

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16072GN

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2016072

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2

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BID DOCUMENT 01/30/2019

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TYPICAL ROADWAY SECTION

C

L

TYPICAL WATER MAIN PIPE JOINT LOCATION

AT PERPENDICULAR CROSSINGS

PURSUANT TO CH. 62-555.314, F.A.C.

FOR PUBLIC ROADS

PAVEMENT RESTORATION DETAIL

” ”

”

‘ ’

TYP. FOR LONG SERVICES (11)

WATER SERVICE CONNECTION DETAIL

HOLE


MONTES

BEACON MANOR DRIVE


LEE COUNTY STANDARD PLAN NOTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


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N.T.S.

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RIGHT OF WAY

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30" MIN.

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EXISTING PAVEMENT

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PROPOSED WATER MAIN

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N.T.S.

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CENTERED ON CROSSING PIPE

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ONE FULL LENGTH (20' PVC/18' DIP)

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CENTERED ON CROSSING PIPE

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ONE FULL LENGTH (20' PVC/18' DIP)

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WITH MIN. 18" VERTICAL SEPARATION BETWEEN PIPES

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CROSSING PIPE

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WATER MAIN

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25'

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25'

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N.T.S.

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CLEAN DRY SAND, FINE LIMEROCK OR PIT SHELL MECH. COMPACTED TO AT LEAST 95% OF MAX. DENSITY, OR 98% IF UNDER PAVED AREA OF ROADWAY, AS DETERMINED BY AASHTO SPECIFICATION T-180.

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MATERIALS

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3" MIN. S-1 ASPHALT (SEE GENERAL NOTE 1)

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PIPE DIAMETER VARIES

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OVERLAY WITH 1" S-3 ASPHALT OR MATCH EXISTING, 25 FEET IN EACH DIRECTION WITH 2' WIDE X 3/4" DEEP MILLED BUTT JOINT AT EACH END.

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EXISTING SURFACE SHALL BE CUT SQUARE BY MECHANICAL SAWING (SEE GENERAL NOTE 3)

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TACK VERTICAL FACE JOIN AND/OR BUTT JOINT TO SATISFACTION OF COUNTY ENGINEER

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TYPE 3 ASPHALTIC CONCRETE OR REQUIRED

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GENERAL NOTES 1. THE LIMITS OF ASPHALT (OVERLAY) REPLACEMENT SHALL BE DETERMINED BY LEE COUNTY. 2. FOR GRAVITY PIPE LINES, MAY USE ROCK 1' (FT) ABOVE PIPE. 3. USING A 3/4" THICK X 2' WIDE BUTT JOINT AT EACH END. 4. COMPACTION 6" LIFTS WITH DENSITIES EVERY 12".

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VARIES

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VARIES

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12" TYPICAL

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36" MIN.

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1. All work shall conform to latest revision of the LCU Design Manual which is available on our web-page via the following link: https://www.leegov.com/utilities/design-manual 2. All Regulatory and Permitting Agencies' requirements shall be complied with as well. All Regulatory and Permitting Agencies' requirements shall be complied with as well. 3. Any quantities shown on plans are not verified by LCU. Any quantities shown on plans are not verified by LCU. 4. The information provided in these plans is solely to assist the Contractor in assessing the nature and extent of conditions The information provided in these plans is solely to assist the Contractor in assessing the nature and extent of conditions that may be encountered during the course of work. All Contractors are directed, prior to bidding, to conduct whatever investigations they may deem necessary to arrive at their own conclusion regarding the actual conditions that will be encountered, and upon which their bids will be based. 5. All construction work performed must be done by a Contractor licensed in the State of Florida to do the work intended. All construction work performed must be done by a Contractor licensed in the State of Florida to do the work intended. 6. A pre-construction meeting is required before work may begin. Required attendees include but are not limited to; the A pre-construction meeting is required before work may begin. Required attendees include but are not limited to; the Engineer of Record or his designee, the Underground Contractor and the LCU Inspector assigned to the project. LCU is to be notified two (2) working days prior to the pre-construction meeting. 7. One copy of the LCU Approved/Stamped Construction Plans, all Contract Documents, Reference Documents and Technical One copy of the LCU Approved/Stamped Construction Plans, all Contract Documents, Reference Documents and Technical Documents submitted must be kept at the site and maintained in good order. 8. All work and materials, which do not conform to LCU specifications, are subject to removal and replacement at the All work and materials, which do not conform to LCU specifications, are subject to removal and replacement at the Contractor's expense. 9. Any work performed without the knowledge of LCU is subject to re-excavation, removal and replacement of same to be done Any work performed without the knowledge of LCU is subject to re-excavation, removal and replacement of same to be done at the Contractor's expense. 10. LCU Inspection Staff is to be present for all hot taps, pressure tests, lift station start-ups and for any necessary inspection. LCU Inspection Staff is to be present for all hot taps, pressure tests, lift station start-ups and for any necessary inspection. The Contractor is to provide a minimum of two (2) working days notice prior to scheduling any of the above with the exception of the lift station start-up which requires one-week notice. 11. Traffic must be maintained at all times as per Lee County Department of Transportation (LCDOT) and per Florida Department Traffic must be maintained at all times as per Lee County Department of Transportation (LCDOT) and per Florida Department of Transportation (FDOT) standard specifications for road and bridge construction, latest edition. 12. The Contractor is to uncover all existing lines being tied into and verify grades before beginning construction. The Contractor is to uncover all existing lines being tied into and verify grades before beginning construction. 13. Locations, elevations, and dimensions of existing utilities, structures and other features are shown according to the best Locations, elevations, and dimensions of existing utilities, structures and other features are shown according to the best information available at the time of preparation of these plans, but do not purport to be absolutely correct. LCU will not guarantee any locations as shown on these plans or those omitted from these plans. 14. The Contractor shall verify all utilities and provide at least two (2) working days notice to the individual utility companies, The Contractor shall verify all utilities and provide at least two (2) working days notice to the individual utility companies, FDOT and LCDOT prior to construction. 15. It is the Contractor's responsibility to locate and take all possible precautions to avoid any damage to all underground It is the Contractor's responsibility to locate and take all possible precautions to avoid any damage to all underground pipelines, telephone, cable TV, electric lines/conduits and structures in advance of any construction. The Contractor shall be fully responsible for any and all damages that may occur due to his failure to exactly locate and protect existing utilities and structures. 16. Anything not shown on these drawings should be brought to the attention of the Engineer and shall not constitute an extra, Anything not shown on these drawings should be brought to the attention of the Engineer and shall not constitute an extra, unless approved by the Engineer of Record. 17. The Contractor shall contact the Engineer and LCU immediately concerning any conflicts with LCU utilities/structures arising The Contractor shall contact the Engineer and LCU immediately concerning any conflicts with LCU utilities/structures arising during construction of any facilities shown on these drawings. 18. The Contractor shall verify all quantities shown on the plans. If any discrepancies in quantities are found, the Contractor The Contractor shall verify all quantities shown on the plans. If any discrepancies in quantities are found, the Contractor shall notify the Engineer of Record and LCU. 19. The Contractor shall replace all pavement, curbs, driveways, sidewalks, fences, etc., with the same type of material that was The Contractor shall replace all pavement, curbs, driveways, sidewalks, fences, etc., with the same type of material that was removed during construction or as directed by the Engineer. The Contractor shall restore all areas affected by the construction to its original condition, or better. 20. Within the FDOT and LCDOT Right-of-Way, all disturbed areas shall receive grassing (seeding) or sodding materials in Within the FDOT and LCDOT Right-of-Way, all disturbed areas shall receive grassing (seeding) or sodding materials in accordance with FDOT specifications. Those areas that are classified as drainage ditches shall receive full solid sod. 21. All frames, covers valve boxes, meter boxes and manholes shall be adjusted to finished grade upon completion of paving or All frames, covers valve boxes, meter boxes and manholes shall be adjusted to finished grade upon completion of paving or related construction. All valve pads shall be poured in place. No pre-formed valve pads will be allowed. 22. Appropriate turbidity control devices (e.g. silt fences, hay bales) will be utilized during all phases of installation and grading. Appropriate turbidity control devices (e.g. silt fences, hay bales) will be utilized during all phases of installation and grading. Contractor is responsible for submitting the Notice of Intent and Notice of Termination to the EPA in compliance with Lee County's NPDES permit. 23. Contractor is responsible for developing and maintaining an effective Storm Water Pollution Prevention Plan. Contractor is responsible for developing and maintaining an effective Storm Water Pollution Prevention Plan. 24. LCU requires 30” of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required LCU requires 30” of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required of cover for all underground piping except under pavement, where 36” of cover is required. If LCU required of cover is required. If LCU required cover cannot be maintained, the Contractor shall provide other methods of construction or pipe protection, which shall first be approved by LCU and the Engineer, at no additional cost to the County. If state agencies require additional cover, meeting the requirements shall be done at no additional cost to the County. 25. LCU requires there to be a minimum of ten (10) feet horizontal and 18” vertical separation between potable water & sanitary LCU requires there to be a minimum of ten (10) feet horizontal and 18” vertical separation between potable water & sanitary vertical separation between potable water & sanitary sewer mains. LCU also requires minimum of ten (10) feet horizontal separation between other public and/or private utilities, structure(s), building(s), wall(s), fountain(s), fence(s) and LCU infrastructure unless specifically approved by LCU. 26. LCU requires there to be a minimum of five (5) feet horizontal separation between LCU infrastructure and drainage LCU requires there to be a minimum of five (5) feet horizontal separation between LCU infrastructure and drainage infrastructure, mitered end sections, inlets, etc. LCU also requires minimum of five (5) feet horizontal separation between LCU infrastructure and all new light pole foundations.

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LCU STANDARD PLAN NOTES

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LCU STANDARD PLAN NOTES (CONT.)

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27. The root ball of palm trees shall be a minimum of five (5) feet and the root ball of shade trees shall be a minimum of The root ball of palm trees shall be a minimum of five (5) feet and the root ball of shade trees shall be a minimum of ten (10) feet from any existing or proposed LCU owned and maintained pipe/infrastructure. 28. As the work progresses the Contractor shall record all changes and deviations from the LCU Stamped/Approved Construction As the work progresses the Contractor shall record all changes and deviations from the LCU Stamped/Approved Construction Plans. In addition, he shall record the exact location of all changes in vertical and horizontal alignment with coordinates with respect to the NAVD 1988 State Plane Florida West Coordinate System as well as all requirements set forth in the LCU Design Manual. This information is to be forwarded to the Engineer of Record who prepared, signed and sealed the Approved Construction Plans so that he can prepare ‘Record Drawings’ per the requirements set forth in the LCU Design Record Drawings’ per the requirements set forth in the LCU Design per the requirements set forth in the LCU Design Manual.

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EOP

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EOP

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NEW WATER SERVICE

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4" HDPE CASING

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DIRECTIONAL DRILL

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EXIST. WATER SERVICE TO

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BE ABANDONED/CAPPED

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PROP. 8" WATER MAIN

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EXIST. 3" WATER MAIN

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EXIST. WATER METER

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N.T.S.

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12" LIMEROCK BASE. LBR 100, COMPACT TO 98% MODIFIED PROCTOR.

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(VERIFY EXIST. SERVICE

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SIZE WITH COUNTY)

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CONNECT NEW WATER SERVICE TO EXIST. METERS. REMOVE AND REPLACE EXISTING METER BOXES. COORDINATE WITH COUNTY FOR ANY WATER METER REPLACEMENT BY COUNTY.

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APPROX. 10'X10' ASPHALT PAVEMENT CUT OUT, SEE REPAIR DETAIL.

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BACKFILL

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ZONE

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LETTER

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DATE

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REVISIONS

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SHEET NO.:

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PROJECT NO.:

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CAD FILE NAME:

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DRAWING NO.:

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16072GN

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2016072

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3

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GN

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BEACON MANOR DRIVE

DA

NLE

Y D

RIV

E

US

41

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


BEACON MANOR DRIVE


PROJECT LAYOUT

N89° 34' 17.28"E

1


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P1

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P2

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P3

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P4

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P5

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LETTER

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DATE

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REVISIONS

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SHEET NO.:

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PROJECT NO.:

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CAD FILE NAME:

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DRAWING NO.:

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SCALE: 1"= 200'

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200

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100

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50

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0

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16072PL

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2016072

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4

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PL

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BEACON MANOR DR.

EXIST. R/W.

EXIST. FDOT R/W.

US

41

EXIST. PARKING LOT

EXIST. WATER

SERVICE

DIRECTIONAL DRILL NEW WATER

SERVICE LINES WITH 4" HDPE

CASING PIPE. INSTALL NEW

WATER SERVICE AND CURB STOP

TO EXISTING WATER METER AND

INSTALL NEW METER BOXES.

UPON CLEARANCE CONTRACTOR

TO WORK IN CONJUNCTION WITH

THE COUNTY TO MAKE FINAL

CONNECTIONS (SEE DETAIL ON

SHEET 3).

NOTE:

EXIST. 6" FM

EXIST. WOOD FENCE

ROCK

C/L CONST.

EXIST.

HEADWALL

PED

SIGNAL

PROP. 8" GV

OUTLET

(TYP.)

PROVIDE 8"X8"X4" DI TEE WITH 4" GV.

UPON FINAL CLEARANCE AND

ACCEPTANCE, INSTALL 4"X3" REDUCER

AND EXTEND TO EXIST. BFP/METER

ASSEMBLY & CONNECT. COORDINATE

SHUT OFF W/ OWNER.

EXIST.

3" BFP

EXIST. R/W.

EXIST. 3" LCU PVC WM (TO

BE ABANDONED)

PED

EXIST. FDOT R/W.

ROCK (TO BE

REMOVED)

GROUND

LIGHT (TYP.)

4"x8" REDUCER

8" GV

PROP. ARV

4"X4' STEEL BOLLARDS

(TYP.) REMOVE AS

NEEDED FOR TIE IN.

3"x4"

REDUCER

PED

EXIST. 8" AC WM

EXIST 8"X8"X4" TEE &

EXIST. 4" GV

EXIST.

SIDEWALK

SIGNAL MAST

ARM

EXIST. DETECTABLE

WARNING

EXIST. TECO GAS

PRIVATE

SIGN

MP W/ LIGHT

EXIST.

12" FM

EXIST. WATER

SERVICE (SEE

NOTE)

ADJUST EXIST.

VALVES. OFFSET

WATER SERVICE

AS REQUIRED AT

STORM

STRUCTURE

PROP. 8" DI WM

PROP. (2)-8"

DI 45° BENDS

8"X8"X6" TEE W/

PROP. FH

ASSEMBLY @ 12 +

55' W/ INLINE 8" GV

AT WEST

SEE NOTE FOR

WATER SERVICE

TIE IN

PROP. (2)-8" DI 90° BENDS (ROTATE

FOR GRADE AS REQUIRED)

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


-2

12

10

12

8

6

4

2

0

10

8

6

4

2

-2

0

PROVIDE TEMP.

CONSTRUCTION JUMPER

UNTIL FINAL CLEARANCE.

UPON ACCEPTANCE TIE IN

NEW 8" WM TO EXIST. 3"

WATER MAIN WITH 3"X4", 4"X8",

REDUCERS & 8" GV .

PROP. (2)-8" DI 90° BENDS

(ROTATE FOR GRADE AS

REQUIRED)

EXIST. 12" FM.

TOP PIPE = 5.87

PROVIDE 8"X8"X4" DI TEE WITH 4" GV.

UPON FINAL CLEARANCE AND

ACCEPTANCE, INSTALL 4"X3" REDUCER

AND EXTEND TO EXIST. BFP/METER

ASSEMBLY & CONNECT. COORDINATE

SHUT OFF W/ OWNER.

PROP. (2)-8"

DI 45° BENDS

8"X8"X6" TEE W/

PROP. FH

ASSEMBLY @ 12 +

55' W/ GV AT WEST

PROP. 8" GV

PROP. 8" DI WM

EXIST. 4" ASSEMBLY

PROP. 3"X4"

REDUCER

BEACON MANOR DRIVE


PLAN & PROFILE

EXIST. 3" WATER

MAIN

EXIST. 8" WATER

MAIN

EXIST. TECO GAS

PROP. 4"X8"

REDUCER

PROP. 8" GV

PROP. ARV


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CONCRETE

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CONCRETE POOL DECK

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ASPHALT

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61110B004

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10.16

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headwall

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10.17

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headwall

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10.24

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headwall

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9.31

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conc

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61110B017

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9.28

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conc

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61110B018

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9.28

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conc

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61110B019

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9.31

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conc

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MA

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61110B015

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9.07

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mast base

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61110B040

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10.88

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ped-x

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10.17

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outlet

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11.01

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light

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61110B100

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11.24

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light

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outlet

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light

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61110B108

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11.17

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light

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61110B240

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27.14

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metal pole w/light

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TL

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61110B011

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8.90

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pullbox 18x32"

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TL

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61110B012

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8.90

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pullbox 12x24"

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61110B014

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E

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9.25

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pullbox 12x24"

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61110B039

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TL

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10.93

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pullbox 18x32"

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W

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W

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T

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61110B013

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9.10

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manhole 36"

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STRAP 12-45-24-00-00016.0000 INST 2012000162109 DAYS INN

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W

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W

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W

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W

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TEL

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TEL

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30" MIN. COVER (TYP.). SEE SIDEWALK PLANS FOR FINISHED GRADE

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Matchline Sta. 13+00

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SCALE: 1"= 20'

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20

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10

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5

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LETTER

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DATE

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REVISIONS

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DRAWING NO.:

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16072PLAN

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2016072

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5

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P1

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BEACON MANOR DR.

EXIST. R/W.

EXIST. PARKING LOT

PED

18" 15"

10"

EXIST. 6" FM

EXIST.

WATER

METER

EXIST.

WATER

METER

EXIST.

WATER

METER

DIRECTIONAL DRILL NEW WATER SERVICE

LINES WITH 4" HDPE CASING PIPE. INSTALL NEW

WATER SERVICE AND CURB STOP TO EXISTING

WATER METER AND INSTALL NEW METER

BOXES. UPON CLEARANCE CONTRACTOR TO

WORK IN CONJUNCTION WITH THE COUNTY TO

MAKE FINAL CONNECTIONS (SEE DETAIL ON

SHEET 3).

NOTE:

EXIST.

WATER

METERS

12"

EXIST. 3"

LCU PVC

WM (TO BE

ABANDONED)

EXIST. WATER

SERVICE (SEE

NOTE)

EXIST.

LIFT

STATION

C/L CONST.

EXIST. 3"

(LCU) PVC

WM (TO BE

ABANDONED)

EXIST. R/W.

15"

15"

18"

EXIST. WATER

SERVICE (SEE

NOTE)

PED

PROP. WASTEWATER ARV

EXIST. 4"

PVC FM

EXIST. 4"

VALVE

CONTRACTOR TO FIELD VERIFY EXIST. FM.

COORDINATE PUMP STATION OUTAGE TO

INSTALL 4" PVC FORCE MAIN DIP AT THIS

LOCATION FOR STORM CULVERT AND WATER

MAIN. PROVIDE REPAIR SLEEVES AS REQUIRED.

PROVIDE WASTEWATER ARV AT PUMP STATION

PROP. 8" DI WM

PROP. 8" DI WM

EXIST. WATER

SERVICE (SEE NOTE)

EXIST. WATER METER

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


-2

12

10

12

8

6

4

2

0

10

8

6

4

2

-2

0

CONTRACTOR TO FIELD VERIFY

EXIST. FM. COORDINATE PUMP

STATION OUTAGE TO INSTALL 4" PVC

FORCE MAIN DIP AT THIS LOCATION

FOR STORM CULVERT AND WATER

MAIN. PROVIDE REPAIR SLEEVES AS

REQUIRED. PROVIDE WASTEWATER

ARV AT PUMP STATION

EXIST. 4"

PVC FM

PROP. 8" DI WM

BEACON MANOR DRIVE


PLAN & PROFILE

PROP. 15" RCP

1

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2

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2

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2

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STRAP 12-45-24-00-00016.0000 INST 2012000162109 DAYS INN

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61111B115

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10.90

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wood pole bare

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W

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W

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W

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W

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61110B195

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10.70

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61110B209

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10.78

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61110B215

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10.76

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61110B221

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61110B277

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10.66

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14.20

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13.45

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14.20

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15"

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17.92

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10"

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6X8" wood camera post

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16072PLAN

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2016072

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BEACON MANOR DR.

EXIST.

WATER

METERS

EXIST.

WATER

METER

EXIST.

WATER

METERS

EXIST.

WATER

METERS

EXIST. 6" FM

PROP. 18" RCP








SHEET 3).

NOTE:

EXIST. R/W.

PROP. 18" RCP

EXIST. R/W.

EXIST. WOOD FENCE

EXIST. CONC.WALL

C/L CONST.

PROP. 8" DI WM

EXIST. WATER

SERVICE (SEE

NOTE)

PROP. 8" DI WM

EXIST. WATER

SERVICE (SEE

NOTE)

EXIST. 3" LCU

PVC WM (TO BE

ABANDONED)

EXIST. WATER

SERVICES (SEE

NOTE)

(2) - EXIST. WATER

SERVICE (SEE NOTE)

PROP. 18" RCP

PROP. 18" RCP

(2) - EXIST.

WATER

METERS

(SEE NOTE)

(2) - EXISTING

WATER

METERS

EXIST. WATER METER

(2) - EXISTING

WATER

METERS

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


-2

12

10

12

8

6

4

2

0

10

8

6

4

2

-2

0

8"X8"X6" TEE W/

PROP FH ASSEMBLY

@ 16 +12.00, W/ 8"

GV AT WEST

PROP. 8" DI WM

8"X8"X6" TEE W/

PROP FH ASSEMBLY

@ 16 +12.00, W/ 8"

GV AT WEST

BEACON MANOR DRIVE


PLAN & PROFILE

PROP. 14"X23" ERCP

PROP. 14"X23" ERCP

PROP. 14"X23"

ERCP

1

7/18LDO COMMENT REVISIONS

2

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2

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STRAP 12-45-24-00-00016.0050 INST 2007000250779 PARCEL 3.1 & 3.2 WAREHOUSING, DISTRIBUTION

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STRAP 12-45-24-00-00016.0010 O.R. 1370 PG. 1187 WAREHOUSING, DISTRIBUTION

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61110B377

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16072PLAN

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2016072

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BEACON MANOR DR.

EXIST. R/W.

C/L CONST.

EXIST. 3"

LCU PVC

WM (TO BE

ABANDONED)

PED








SHEET 3).

NOTE:

EXIST. R/W.

8"X8"X6" TEE W/

PROP FH ASSEMBLY

@ 20 +00, W/ 8" GV

AT WEST

PED

EXIST. ROCK

PROP. 8" DI

WM

PROP. 8" DI

45° BENDS

PROP. 8" DI

WM

EXIST. WATER

SERVICE (SEE NOTE)

PROP. 24" RCP

18" RCP TO BE

REMOVED

PROP. 18" RCP

EXIST. 3'x5'

SPLICE BOX

PROP. 18" RCP

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


-2

12

10

12

8

6

4

2

0

10

8

6

4

2

-2

0

8"X8"X6" TEE W/

PROP FH ASSEMBLY

@ 20 +00, W/ 8" GV

AT WEST

PROP. 8" DI

45° BENDS

PROP. 8" DI WM

BEACON MANOR DRIVE


PLAN & PROFILE

1

7/18

1


1

2

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2

2

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, 8, 1/29/2019 10:18:40 A

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ASPHALT

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ASPHALT

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ASPHALT

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STRAP 12-45-24-00-00016.0040 INST 2009000052175 WAREHOUSING, DISTRIBUTION

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61110B421

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10.71

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STRAP 12-45-24-00-00016.0050 INST 2007000250779 PARCEL 3.1 & 3.2 WAREHOUSING, DISTRIBUTION

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2016072

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BEACON MANOR DR.

DA

NLE

Y D

RIV

E

DR

AIN

AG

E E

AS

EM

EN

T

12"

20"

10"

8"

15"

6'

PED








SHEET 3).

NOTE:

EXIST. R/W.

C/L CONST.

EXIST. 8"

WM VALVE

EXIST. FH

ASSEMBLY

CONNECTION

*PHASE 1 & 2

CONNECTION

*PHASE 3

PROP. 24" RCP

EXIST. R/W.

EXIST. 3"

(LCU) PVC

WM (TO BE

ABANDONED)

EXIST. 8" WM (TO

BE REMOVED)

PROP. 8" DI

WM

PROP. 8" 45°

BEND

PROVIDE 8" FLUSHING PORT

UNTIL FINAL ACCEPTANCE.

UPON FINAL ACCEPTANCE,

TIE INTO EXIST. WM W/ 90°

ELBOW & REPAIR SLEEVE.

PROP. 8" DI

TEE & (3) - 8"

DI GV'S

(2) - EXIST. WATER

SERVICES (SEE

NOTE)

EXIST. WATER METER

HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


-2

12

10

12

8

6

4

2

0

10

8

6

4

2

-2

0

PHASE I: PROVIDE TEMP. BLOWOFF.

PHASE II: UPON FINAL CLEARANCE AND

ACCEPTANCE MAKE CONNECTION TO EXIST. 8"

WM. CAP EXIST. 8" WM AT NORTH

PHASE III: PROVIDE TEMPORARY CONNECTION

FOR TESTING. CONTINUE TO INSTALL PIPING,

45° ELBOW & CUT IN 90° ELBOW. PROVIDE

BLOWOFF UPON FINAL CLEARANCE AND

ACCEPTANCE, MAKE CONNECTION TO EXIST.

*CONNECTION

PROP. 8" DI WM

PROP. 8" DI

TEE & (3) - 8"

DI GV'S

CONNECTION

*PHASE 1 & 2

(SEE SHEET 10)

CONNECTION

*PHASE 3

(SEE SHEET 10)

EXIST. 8" WM

PROP. 8" 45°

BEND

PROP. 90° ELBOW

& REPAIR SLEEVE

BEACON MANOR DRIVE


PLAN & PROFILE

PROP. 14"X23" ERCP

1


2

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, 9, 1/29/2019 10:21:26 A

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STRAP 12-45-24-00-00016.0030 INST 2008000150636 WAREHOUSING, DISTRIBUTION

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2016072

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HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


PHASE 1

N.T.S.

EXIST. 8" WM

PROP. 8" GV

PROP. 8"

FLUSHING PORT

EXIST. 8" WM

EXIST. 3" WM EXIST. 8" WM

PROP. 8" GV

PHASE 1

EXIST. 8" WM

CAP EXIST. 8" MAIN

TO NORTH

PROP. 8"

GV'S

PROVIDE TEMP.

CONSTRUCTION JUMPER

UNTIL FINAL CLEARANCE

& ACCEPTANCE OF PHASE

3 CONTRUCTION

PHASE 2

N.T.S.

EXIT. 3" WM

BEACON MANOR DRIVE


PHASES & ALTERNATIVE CONNECTION

1


2

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2016072

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10

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P6

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HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


BEACON MANOR DRIVE


DETAILS

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HOLE


MONTES

DAVID W. SCHMITT

P.E. NO.: 41671

HOLE MONTES, INC.

950 ENCORE WAY

NAPLES, FL. 34110


BEACON MANOR DRIVE


DETAILS

NOTE: ALL SERVICE TO WATER MAIN TO BE MADE WITH 2" TAP W/ 2" CAST

IRON BODY GATE VALVE. SERVICE LINE TO BE REDUCED TO EXISTING

SERVICE SIZE WITH APPROVED COUPINGS AND REDUCERS

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DANLEYDRIVE - Lee County Southwest Florida Documents... · 2019-05-30 · beacon manor drive danley...

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Transcript of DANLEYDRIVE - Lee County Southwest Florida Documents... · 2019-05-30 · beacon manor drive danley...