LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION...

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BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. LEE COUNTY LEE COUNTY UTILITIES ENGINEERING MYERLEE GARDENS GRAVITY MAIN REPLACEMENT SOUTH FORT MYERS LEE COUNTY, FLORIDA FLORIDA P.E. # 67885 LUIS MOLINA, P.E. DATE LEE COUNTY UTILITIES 1500 MONROE STREET, 3rd FLOOR FT. MYERS, FL 33901 S:\ENGINEERING\ACAD\Collections\FV\Myerlee Gardens\Myerlee Gardens GMR BID Plans.dwg, 5/11/2016 2:09:49 PM

Transcript of LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION...

Page 1: LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH

BOARD OF COUNTY COMMISSIONERS

ATTENTION IS DIRECTED IN THE FACT THATTHESE PLANS MAY HAVE BEEN REDUCED INSIZE THROUGH REPRODUCTION. THIS MUST BECONSIDERED WHEN OBTAINING SCALED DATA.

LEE COUNTY

LEE COUNTY UTILITIES ENGINEERINGMYERLEE GARDENS GRAVITY MAIN REPLACEMENT

SOUTH FORT MYERSLEE COUNTY, FLORIDA

FLORIDA P.E. # 67885LUIS MOLINA, P.E.DATE

LEE COUNTY UTILITIES1500 MONROE STREET, 3rd FLOORFT. MYERS, FL 33901

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Intl Airport
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BULB
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WINKLER
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S.W. Florida
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BONITA BEACH
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CITY OF
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SANIBEL
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CAPTIVA BLVD
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E
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M
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SANIBEL
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CAPTIVA RD
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F
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O
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F
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L
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O
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C
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I
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X
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CITY
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ST. JAMES
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PERIWINKLE WY
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MCG
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PINE RIDGE RD
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RLIN
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CARLOS
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SAN
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CR
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865
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CR
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865
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867
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RD
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SUMME
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BLVD
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GLADIOLUS
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IONA
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DAVIS
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BASS
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A&W
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REGOR
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ESTERO BLVD.
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COLLIER COUNTY
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CORKSCREW RD
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BONITA
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SPRINGS
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BONITA BEACH RD
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ST
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887
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CR
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41
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75
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OLD US 41
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TERRY
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ESTERO BLVD
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LEE COUNTY
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PKWY
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BRIARCLIFF RD
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BEN HILL GRIFFIN
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PKWY
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THREE OAKS
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I-75
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ALICO RD
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COLLIER COUNTY
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LEE COUNTY
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869
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CR
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BUS 41
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MELLOW DR
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GASPARILLA RD
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US 41
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PINE ISLAND
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BOKEELIA
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U
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G
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GULF BLVD
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BOCA GRANDE
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78
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ORANGE GROVE
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EL DORADO PKWY
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CHIQUITA BLVD
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ISLAND RD
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PINE
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STRINGFELLOW RD
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BLVD
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MCGREGOR
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SUMMERLIN
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CORAL
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PKWY
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BLVD
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COLLEGE
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SKYLINE BLVD
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VETERAN'S
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DEL PRADO BLVD
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SANTA BARBARA
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CAPE
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CAPE CORAL PKWY
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JACARANDA PKWY
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CR
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767
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765
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CR
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BURNT STORE RD
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41
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DIPLOMAT PKWY
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PINE ISLAND RD.
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HANCOCK BRIDGE
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KISMET PKWY
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LITTLETON
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LEE COUNTY
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CHARLOTTE COUNTY
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ER RD
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AVE
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LEELAND
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HEIGHTS
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RICHMOND AVE
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ORTIZ AVE.
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GUNNERY RD
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IMMOKALEE RD
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CR
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884
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BLVD
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41
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CYPRESS
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SIX
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PKWY
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AVE
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TREELINE
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METRO PKWY
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75
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FORT MYERS
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CITY OF
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FOWLER ST
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US 41
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DANIELS PKWY
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COLONIAL
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B
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ALA
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BLVD
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ACRES
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82
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RD
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LEHIGH
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BLVD
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HOMESTEAD
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BUCKINGHAM
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LEE
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AMA
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SUNSHINE
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ORANGE RIVER
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HORE
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SLATER
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75
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78
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BAYS
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US 31
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PALM BEACH BLVD
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BAYSHORE RD
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N RIV
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OLGA RD
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BUCKINGHAM
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CEMETARY RD
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80
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LEE COUNTY
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HENDRY COUNTY
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JOEL BLVD
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RICHMOND
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BELL BLVD
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CR
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78
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MILE
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DANIELS
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PKWY
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ALICO RD
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U.S.41
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MICHIGAN AVE.
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INDIAN
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PAINT LN.
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PONDELLA DR.
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DEL
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PRADO
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BLVD.
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BLVD.
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GATEWAY
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TERMINAL ACCESS RD
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INDEX OF SHEETS
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SHEET NO. SHEET DESCRIPTION
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1. COVER SHEET
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N
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W
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PLAN AND PROFILE VIEW SHEET
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3.
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LOCATION MAP SHEET
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2.
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LEE COUNTY COMMISSIONERS
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DIST 1. John Manning
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DIST 2. Cecil L Pendergrass
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DIST 3. Larry Kiker
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DIST 4. Brian Hamman
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DIST 5. Frank Mann
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COUNTY MANAGER
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ASSISTANT COUNTY MANAGER,
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DIRECTOR OF PUBLIC UTILITIES
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Pamela S. Keyes, P.E.
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PUBLIC WORKS
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Roger Desjarlais
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Douglas L. Meurer, P.E.
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PROJECT LOCATION
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CIP 7443
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L.C.U. DETAILS SHEET
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4.
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NOTES AND DETAILS SHEET
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5.
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Page 2: LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH

PROJECTLOCATION

MYERLEE GARDENS GRAVITY MAIN REPLACEMENTSOUTH FORT MYERS

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LUIS MOLINA, P.E. DATEFLORIDA P.E.#67885LEE COUNTY UTILITIES1500 MONROE STREET, 3rd FLFT. MYERS, FL 33901

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LUIS MOLINA
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67885
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1/22/16
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T.M.
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1/22/16
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V.G.
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1/20/16
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L.M.
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1/22/16
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7443
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SHEET
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of
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SHEETS
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1500 M0NROE STREET
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FORT MYERS, FLORIDA 33901
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(11"x17")
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APPROVED BY:
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NO.
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FLORIDA PE NO.
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PROFESSIONAL ENGINEER
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NTS
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NTS
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LOCATION MAP
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N
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Page 3: LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH

UTILITIES

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ENGINEERING3

MYERLEE GARDENS GRAVITY MAIN REPLACEMENTSOUTH FORT MYERS

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LUIS MOLINA, P.E. DATEFLORIDA P.E.#67885LEE COUNTY UTILITIES1500 MONROE STREET, 3rd FLFT. MYERS, FL 33901

SANDTRAP DR(PRIVATE)

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MYERLEE COUNTRY CLUB BLVD

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LEGEND: PROPOSED GRAVITY MAIN EXISTING WATER MAIN EXISTING SANITARY MAIN EXISTING RECLAIM MAIN EOP... FH .... FM .... G.V. .. GM ... INV ... RM ... T.S. ... VCP ... WM ....
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EDGE OF PAVEMENT FIRE HYDRANT FORCE MAIN GATE VALVE GRAVITY MAIN INVERT RECLAIM MAIN TAPPING SLEEVE VITRIFIED CLAY PIPE WATER MAIN
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LIMITS OF PAVEMENT RESTORATION
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0
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0
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40'
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20'
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SHEET
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of
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SHEETS
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1500 M0NROE STREET
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FORT MYERS, FLORIDA 33901
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(11"x17")
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DATE
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REVISIONS - DESCRIPTION
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APPROVED BY:
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DATE:
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NO.
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FLORIDA PE NO.
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PROFESSIONAL ENGINEER
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1" = 40'
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AS NOTED
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PLAN AND PROFILE VIEW SHEET
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LUIS MOLINA
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67885
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1/22/16
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T.M.
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1/22/16
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V.G.
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1/20/16
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L.M.
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1/22/16
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7443
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PROPOSED 8" PVC SDR 26 GM
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EX SAN MH 0035-07 RIM EL 6.2 E INV -0.31 W INV 1.59 S INV -0.41
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EOP
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N
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W
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S
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EX SAN MH 0035-09 RIM EL 6.35 N INV 0.99 W INV 0.89
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EX SAN MH 0035-05 RIM EL 6.30 E INV 1.33 W INV -0.18 S INV -0.18
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EX SAN MH 0035-04 RIM EL 6.3 N INV -1.14 E INV -1.24 W INV -1.24
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EOP
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EX 8" VCP GM
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EX 8" VCP GM
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EX 8" VCP GM
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EX 8" PVC GM
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EX 8" PVC GM TO BE GROUTED AND ABANDONED IN PLACE
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EX 8" PVC GM
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EX 8" PVC WM
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EX 8" PVC WM
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EX SAN MH 0035-03 RIM EL 6.38 E INV -1.56 W INV -1.56
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EOP
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EX 6" PVC FM
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EX 4" PVC RM
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EX 4" PVC RM
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EX 8" DIP WM
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EOP
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PROPOSED 8" PVC SDR 26 GM
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R/W LINE
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R/W LINE
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PROPERTY LINE
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EXST. GRADE LINE LOCATION @ GRAVITY MAIN
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EXST. GRADE LINE LOCATION @ GRAVITY MAIN
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HORIZ.SCALE; 1" = 40' SCALE; 1" = 40' VERT. SCALE; 1" = 5'
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EX SAN MH 0035-07
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EX SAN MH 0035-09
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PROPOSED 302 LF OF 8" PVC SDR 26 GM @ 0.23%
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EX 8" VCP GM
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HORIZ.SCALE; 1" = 40' SCALE; 1" = 40' VERT. SCALE; 1" = 5'
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EX SAN MH 0035-09
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EX SAN MH 0035-05
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PROPOSED 136 LF OF 8" PVC SDR 26 GM @ 0.40%
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PROPOSED S INV 0.89 MATCH THE EX W INV ELEV. PROVIDE WATERTIGHT SEAL
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PROPOSED E INV 1.59
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PROPOSED N INV 0.33
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EX SAN LATERAL TYPICAL
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EX WATER SERVICE TYPICAL
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GENERAL NOTES 1.CONTRACTOR SHALL CONFIRM LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONFIRM LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUIVALENT TO THAT WHICH EXISTED PRIOR TO EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUIVALENT TO THAT WHICH EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REPAIRS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 3.CONTRACTOR TO MAINTAIN ALL MINIMUM VERTICAL AND HORIZONTAL SEPARATION PER DEP BETWEEN ALL CONTRACTOR TO MAINTAIN ALL MINIMUM VERTICAL AND HORIZONTAL SEPARATION PER DEP BETWEEN ALL EXISTING ANFD PROPOSED WATER AND SANITARY SEWER. 4.ALL ELEVATIONS ARE BASED ON NGVD 29.ALL ELEVATIONS ARE BASED ON NGVD 29.
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EX 8" G.V.
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EX 8" G.V.
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EX WATER SERVICE TYPICAL
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EX POWER POLE
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EX POWER POLE
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OVERHEAD LINES
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EX 8" VCP GM
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5.RECONNECT THE EXISTING SANITARY SERVICE LATERALS TO THE NEW 8" PVC GRAVITY MAIN. COORDINATE RECONNECT THE EXISTING SANITARY SERVICE LATERALS TO THE NEW 8" PVC GRAVITY MAIN. COORDINATE RECONNECTION WITH THE FLOW DIRECTION PER LCU STANDARD DETAIL NO. 6.38 AND NO. 6.39. 6.ALL DRIVEWAYS SHALL REMAIN OPEN DURING THE CONSTRUCTION SEQUENCING. REMOVE AND PROTECT THE EXISTING ALL DRIVEWAYS SHALL REMAIN OPEN DURING THE CONSTRUCTION SEQUENCING. REMOVE AND PROTECT THE EXISTING STOP SIGN DURING CONSTRUCTION. REPLACE THE STOP SIGN UPON INSTALLATION OF THE NEW 8" SANITARY MAIN. MAINTENANCE OF TRAFFIC (MOT) SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 7.REFERENCE THE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITONAL INFORMATION NOT SHOWN ON THE PLANS.REFERENCE THE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITONAL INFORMATION NOT SHOWN ON THE PLANS.
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NOTE: CORE BORE & SEAL THE CONNECTION OF THE PVC GRAVITY MAIN WITH THE EXISTING MANHOLE - USE A RUBBER BOOT AND STAINLESS STEEL STRAP
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EX 8" DIP WM
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EX 8" G.V.
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EX 6" PVC WM
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R/W LINE
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APPROXIMATE LOCATION OF EXST. 6" FM
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APPROXIMATE LOCATION OF EXST. 8" WM
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APPROXIMATE LOCATION OF EXST. 4" RM
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18" MIN.
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EX 8" VCP GM BELOW TO BE REMOVED
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LIMITS OF CONSTRUCTION
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EX MULTI FAMILY RESIDENCE
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CAP THE EX 8" GM AND WATERTIGHT PLUG THE EX MH
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CAP THE EX 8" GM AND WATERTIGHT PLUG THE EX MH
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CAP THE EX 8" GM AND WATERTIGHT PLUG THE EX MH
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CAP THE EX 8" GM AND WATERTIGHT PLUG THE EX MH
Page 4: LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH

MYERLEE GARDENS GRAVITY MAIN REPLACEMENTSOUTH FORT MYERS

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LUIS MOLINA, P.E. DATEFLORIDA P.E.#67885LEE COUNTY UTILITIES1500 MONROE STREET, 3rd FLFT. MYERS, FL 33901

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LUIS MOLINA
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67885
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1/22/16
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T.M.
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V.G.
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1/20/16
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L.M.
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1/22/16
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7443
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SHEET
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of
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SHEETS
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1500 M0NROE STREET
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FORT MYERS, FLORIDA 33901
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PROFESSIONAL ENGINEER
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AS NOTED
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AS NOTED
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L.C.U. DETAILS SHEET
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ADD LCU STD DETAIL NO 6.8
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02.26.16
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VG
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1
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STANDARD SEWER SERVICE LATERALS
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FLOW
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PROPERTY LINE
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PROPERTY LINE
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EASEMENT OR R/W
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EASEMENT OR R/W
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STANDARD WYE
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PVC SEWER
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SERVICE LINE
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SHORT RADIUS 45
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BEND WITH WYE FITTINGS
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6.38
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STANDARD DETAIL NO.
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LEE COUNTY UTILITIES
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0
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PLUG ENDS WITH HEAVY WALL PVC CAPS (TYP.)
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7
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7
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7
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5' MIN. PIPE BETWEEN FITTINGS
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6" CLEANOUT
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6"x6"x4"x4" WYE
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NOTE: 1. SEE SPECS FOR DETAILS OF PIPE AND FITTINGS.
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STANDARD SEWER SERVICE LATERAL
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6.39
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SEE NOTE
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FLAGGED STAKE
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1
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1
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LENGTH OF SERVICE VARIES (SEE PLAN) STREET OR GROUND FINISH GRADE
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CONCRETE COLLAR 24"x24"x4"
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2
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2
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SEWER CLEANOUT (SEE STD. DETAIL)
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3
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6"x6"x4"x4" WYE
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SERVICE SHALL BE INSTALLED AT SLOPE OF NOT LESS THAN 0.63% OR GREATER THAN 2%
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5
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%%USHALLOW SERVICE
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NOTE: 1.CONTINUOUS FOUNDATION ON UNDISTURBED SOIL OR CONTINUOUS FOUNDATION ON UNDISTURBED SOIL OR COMPACTED BEDDING (SEE SPECS)
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DEPTH OF SERVICE TO BE NOT GREATER THAN 48" OR LESS THAN 30" (EXCEPT WHEN CROSSING UNDER DRAINAGE)
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LENGTH OF SERVICE VARIES (SEE PLAN) STREET OR GROUND FINISH GRADE
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SEE TRENCH SECTION DETAIL
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NOTE: 1.CONTINUOUS FOUNDATION ON UNDISTURBED SOIL OR CONTINUOUS FOUNDATION ON UNDISTURBED SOIL OR COMPACTED BEDDING (SEE SPECS)
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SHALL BE CONSTRUCTED
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WITH 45 DEGREE ANGLE AT MAIN
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%%UDEEP SERVICE CONNECTION
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N.T.S.
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SEE NOTE PVC SERVICE LINE
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DEPTH OF SERVICE TAP TO BE NOT GREATER THAN 48" OR LESS THAN 30" (EXCEPT WHEN CROSSING UNDER DRAINAGE)
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REV: 12/10/2015
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6" SEWER CLEAN-OUT DETAIL
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GRADE LINE
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S
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COVERS ARE MARKED WITH "S"
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COVER LOAD COVER TOTAL
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TYPE RATING WEIGHT WEIGHT
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FE HEAVY DUTY 20 45
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6" THREADED CAP
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6" PVC FEMALE ADAPTER
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6" PVC RISER
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6" BELL & SPIGOT 90%%D ELBOW
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W/WATERTIGHT PLUG
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SERVICE CONNECTION
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6" PVC SEWER PIPE
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6.40
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3 3/4"
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8"
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REVERSIBLE HANDHOLE RING AND COVER
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THE CONNECTION MUST BE
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MADE TO THE 6"x6"x4"x4"
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DOUBLE WYE
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IN ALL CASES USE TRAFFIC BEARING HANDHOLE RING & COVER OR EQUAL ADJUSTED TO FINAL GRADE WITH CLEANOUT RECESSER
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CONCRETE COLLAR 24"x24"x4"
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N.T.S.
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9 7/8"
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13 1/2"
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S
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2'-0"
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MIN.
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DIAMETER
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PIPE
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8"
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PIPE ZONE
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VARIES
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12"
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MIN.
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INITIAL
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BEDDING
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FINAL
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BACKFILL
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ZONE
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BEDDING
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EXCAVATED TRENCH
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FINISHED GRADE
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MARKING TAPE 12" DEPTH MAX.
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TRENCH CROSS SECTION
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6.5
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STANDARD DETAIL NO.
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8
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LOCATING WIRE IS REQUIRED FOR ALL
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2'-0"
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MIN.
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PRESSURIZED PIPELINES.
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#57 STONE LOCATED UNDER PIPE OR EXISTING UNDISTURBED SUITABLE MATERIAL
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MATERIALS CLEAN DRY SAND, FINE LIME ROCK OR PIT SHELL MECHANICALLY COMPACTED IN 6" LIFTS TO AT LEAST 95% OF MAX. DENSITY, OR 98% IF UNDER PAVED AREA OF ROADWAY.
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STANDARD 8" MIN TRENCH UNDERCUT AND BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS ADDITIONAL UNDERCUT AND CRUSHED ROCK BEDDING FOUNDATION WHEN DIRECTED BY L.C.U. THE CONTRACTOR IS TO REMOVE UNSTABLE MATERIAL FROM THE TRENCH FOUNDATION. THEN INSTALL STABILIZED CRUSHED ROCK BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS
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STANDARD 8" MIN TRENCH UNDERCUT AND BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS ADDITIONAL UNDERCUT AND CRUSHED ROCK BEDDING FOUNDATION WHEN DIRECTED BY L.C.U. THE CONTRACTOR IS TO REMOVE UNSTABLE MATERIAL FROM THE TRENCH FOUNDATION. THEN INSTALL STABILIZED CRUSHED ROCK BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS
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STANDARD 8" MIN TRENCH UNDERCUT AND BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS ADDITIONAL UNDERCUT AND CRUSHED ROCK BEDDING FOUNDATION WHEN DIRECTED BY L.C.U. THE CONTRACTOR IS TO REMOVE UNSTABLE MATERIAL FROM THE TRENCH FOUNDATION. THEN INSTALL STABILIZED CRUSHED ROCK BACKFILL WITH #57 STONE COMPACTED IN 6" LIFTS
Page 5: LEE COUNTY BOARD OF COUNTY COMMISSIONERS Documents/Myerlee...BOARD OF COUNTY COMMISSIONERS ATTENTION IS DIRECTED IN THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE THROUGH

MYERLEE GARDENS GRAVITY MAIN REPLACEMENTSOUTH FORT MYERS

5

LUIS MOLINA, P.E. DATEFLORIDA P.E.#67885LEE COUNTY UTILITIES1500 MONROE STREET, 3rd FLFT. MYERS, FL 33901

UTILITIES

WORKSUBLIC

EE C

L O R I D AF

OUNTYSLP

O U T H W E S T

LEE COUNTY

ENGINEERING5

P. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED BY LCU.

Q. 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.

R. 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.

S. THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND PROVIDE AT LEAST 48 HOURS NOTICE TO THE INDIVIDUAL UTILITY COMPANIES AND FDOT AND LCDOT PRIOR TO CONSTRUCTION.

T. THE CONTRACTOR SHALL REPLACE ALL PAVEMENTS, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. THE CONTRACT SHALL RESTORE ALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER.

U. 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.

V. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH 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.

W. ALL FRAMES, COVER 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 ALLOWED.

E. A PRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. LEE COUNTY UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION.

F. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCU SPECIFICATIONS, ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

G. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE AT ALL TIMES FOR INSPECTION BY LCU, THEIR DESIGNEE, AND REGULATOR AGENCIES TO OBSERVE PROJECT CONSTRUCTION.

H. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE WORK.

I. LCU INSPECTOR TO BE NOTIFIED 24 HOURS IN ADVANCE TO OBSERVE ANY WORK INCLUDING BUT NOT LIMITED TO TIE-IN'S, TESTING AND FLUSHING. 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.

J. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES BEFORE BEGINNING CONSTRUCTION.

K. 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. LCU WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM THESE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT EXISTING UTILITIES AND STRUCTURES.

L. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND LCU.

M. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH AT ALL TIMES DURING THE PROGRESS OF THE PROJECT.

N. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) SHALL 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. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND MAINTAINING AN EFFECTIVE STORM WATER POLLUTION PREVENTION PLAN.

O. IN THE EVENT THAT HARD LIMESTONE FORMATION IS ENCOUNTERED, MAKING IT IMPOSSIBLE TO EXCAVATE TO THE DEPTH REQUIRED UNDER THIS CONTRACT, THE CONTRACTOR MAY BE ALLOWED TO REDUCE THE PIPE COVER NOT LESS THAN TWO (2) FEET WHILE MAINTAINING THE LCU REQUIRED THICKNESS OF BEDDING UNDER THE PIPE. SUCH DEVIATION FROM THE PLANS MUST FIRST BE APPROVED BY LCU AND THE ENGINEER PRIOR TO THE PIPE LAYING. IF TWO FEET OF COVER OR MORE CAN NOT BE ATTAINED, THE CONTRACTOR SHALL PROVIDE OTHER METHOD OF CONSTRUCTION OR PIPE PROTECTION WHICH SHALL FIRST BE APPROVED BY LCU AND THE ENGINEER, AT NO ADDITIONAL COST TO THE COUNTY.

STANDARD PLAN NOTES10.1 GENERAL

THE STANDARD NOTES SHOWN BELOW SHALL BE INCLUDED ON ALL WATER AND SEWER PLANS SUBMITTED

FOR APPROVAL TO LEE COUNTY UTILITIES (LCU).

A. ALL WORK SHALL CONFIRM TO LATEST REVISION OF LEE COUNTY UTILITIES OPERATIONAL MANUAL WHICH IS ON FILE AT THE

DIVISION OF LEE COUNTY UTILITIES OFFICE (1500 MONROE STREET, P.O. BOX 398, FORT MYERS, FLORIDA 33902).

B. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE

AT THE OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. EXTREME CAUTION IS TO BE USED WHEN EXCAVATING, AS THE NUMBER AND

LOCATION OF EXISTING UTILITIES HAS NOT BEEN VERIFIED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE AND VERIFY ANY AND ALL EXISTING

UTILITIES SHOWN AND NOT SHOWN. THE CONTRACTOR SHALL CONTACT LCDOT, UTILITY COMPANIES AND SUNSHINE STATE ONE CALL NO FEWER THAN 72 HOURS PRIOR TO

EXCAVATION FOR FIELD LOCATION OF UTILITIES. ALL COORDINATION AND REQUIRED UTILITY COMPANY TEMPORARY PROTECTION SHALL BE AT CONTRACTORS EXPENSE.

INDIVIDUAL WATER SERVICES AND ASSOCIATED METER BOXES ARE NOT SHOWN ON THE PLANS.

C. ALL QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCU. QUANTITIES TO BE VERIFIED BY THE CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THE

CONTRACTOR SHALL NOTIFY LCU IMMEDIATELY.

D. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS, REFERENCE DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER.

AS THE WORK PROGRESSES THE CONTRACTOR OR HIS DESIGNATED REPRESENTATIVE SHALL RECORD ON ONE SET OF REPRODUCIBLE DRAWINGS ALL CHANGES AND DEVIATIONS

FROM THE ORIGINAL PLANS. HE SHALL RECORD THE EXACT LOCATION OF ALL CHANGES IN VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH; SEWER,

WATER, ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF-SET DISTANCE TO PERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS. THESE RECORD

DRAWINGS MUST BE CERTIFIED BY FLORIDA REGISTERED PROFESSIONAL ENGINEER, WHO PREPARED THE PLANS AND SIGNS AND SEALS THESE PLANS. THE RECORD

DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL ALIGNMENT OF ALL WATER, SEWER, AND EFFLUENT REUSE LINES, VALVES, TEES, BEND, REDUCERS, HYDRANTS,

PUMP STATIONS, SERVICE CONNECTIONS, METER BOXES AND/ OR PADS, AND OTHER PERTINENT STRUCTURES. PIPELINE RUN EXCESS OF 152.4M, (500'), WITHOUT

FITTINGS SHALL INCLUDE VERTICAL ALIGNMENT INFORMATION AT 152.4M, (500') INTERVALS. SAID ALIGNMENT SHALL BE TIED TO PERMANENT IMPROVEMENTS,

SUCH AS ROADWAY AND/OR RAILROAD CENTERLINES AND RIGHT-OF-WAY, BUILDING AND PROPERTY CORNERS, AND SHALL BE CERTIFIED BY A PROFESSIONAL LAND SURVEYOR,

LICENSED IN THE STATE OF FLORIDA. THE PROFESSIONAL LAND SURVEYOR CAN COORDINATE WITH THE CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES ON

BURIED UTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTION IS COMPLETE. IN ADDITION, PROPERTY STRAP NUMBERS AND STREET NAMES SHALL BE SHOWN ON

THE PLAN. ON A CASE BY CASE BASIS, LEE COUNTY UTILITIES MAY WAIVE THE REQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN

THE STATE OF FLORIDA. HOWEVER, PRIOR CONSENT MUST FIRST BE OBTAINED FROM LEE COUNTY UTILITIES. THE COUNTY SHALL WITHHOLD FINAL

ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED FIELD

VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN WILL BE REJECTED.

TYPICAL WATER MAIN PIPE JOINT LOCATIONAT PERPENDICULAR CROSSINGS

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

FOR PUBLIC ROADSPAVEMENT RESTORATION DETAIL

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, 5/11/2016 2:10:10 P

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LUIS MOLINA
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67885
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1/22/16
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T.M.
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1/22/16
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V.G.
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1/20/16
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L.M.
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1/22/16
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7443
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SHEET
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of
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SHEETS
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1500 M0NROE STREET
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FORT MYERS, FLORIDA 33901
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(11"x17")
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(11"x17")
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HORIZ. SCALE:
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VERT. SCALE:
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DATE:
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DATE:
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FILE:
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DATE:
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DESIGNED:
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CHECKED:
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PROJ NO.:
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BY
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DATE
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REVISIONS - DESCRIPTION
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APPROVED BY:
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NO.
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FLORIDA PE NO.
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PROFESSIONAL ENGINEER
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AS NOTED
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AS NOTED
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NOTES AND DETAILS SHEET
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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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BACKFILL
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ZONE
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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". 5. #57 STONE LOCATED UNDER PIPE OR EXISTING UNDISTURBED SUITABLE MATERIAL.
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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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INITIAL PIPE BEDDING (SEE GENERAL NOTE 5)
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INITIAL PIPE BEDDING (SEE GENERAL NOTE 5)
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INITIAL PIPE BEDDING (SEE GENERAL NOTE 5)