043859.053_Umatilla_Golden_Gem_Utility_Improvements_01-30-25.pdf
PDF 7 MB Posted
- Attached to
- Golden Gem Utility Improvements
- Solicitation number
- ITB 25-PW-002
- Issued by
- Lake County, Florida
About this file
This file comprises construction plans and specifications for the City of Umatilla, Florida's N/S Golden Gem Utility Improvements project, prepared by Halff Associates, Inc., with engineering oversight by Brett J. Tobias, P.E. The project involves comprehensive utility infrastructure development located on North/South Golden Gem Drive, extending from Cayman Circle to East/West Golden Gem Drive in Umatilla, Florida (Section 14, Township 18S, Range 26E). The scope of work includes installation of new water lines consisting of 10" and 12" PVC and HDPE water mains, 6" PVC force mains, gate valves, plug valves, tees, and associated appurtenances; directional drilling of 760 linear feet of 12" HDPE water main with 36-inch minimum cover; wet tapping connections to existing 8" PVC and 12" DIP water mains; pavement reconstruction with 2" SP 9.5 asphalt over 8" limerock base and 12" stabilized subgrade; and general site restoration. The mandatory pre-bid conference was held on January 16, 2025, with sealed bids due February 13, 2025, at 2:00 p.m. City Council review is scheduled for March 4, 2025, with contract approval anticipated March 18, 2025, and Notice to Proceed targeted prior to March 31, 2025. Bidders must submit two physical copies and one digital copy of their proposals to DPS Apopka.
The construction documents establish stringent technical requirements including compliance with AWWA standards (C-900, C-905, C-651, C-600, and C-605/M23), NSF certification for all potable water piping, minimum 36-inch cover depth from finish grade, and adherence to Florida Administrative Code utility separation standards. Contractors must perform 2-week advance verification of existing utilities and report conflicts or discrepancies to the Engineer of Record no less than one week prior to work commencement in affected areas. All water mains require hydrostatic pressure testing, disinfection per AWWA C651, and bacteriological clearance for service. The project budget is approximately $900,000 in grant funding, though the final contract amount will be determined through competitive bidding. Contractors must provide a 110% Payment & Performance Bond and comply with General Wage Decision GWD FL20250119 HEAVY 01.03.25 for applicable labor rates. The City reserves the right to waive informalities, reject any or all bids, and select the bid most favorable to its interests. Bid documents are available from DPS Apopka for a non-refundable fee, and all subcontractors must be comprehensively listed on the Section 00301-A form.
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OWNER/DEVELOPER:
ENGINEER/SURVEYOR:
902 N. SINCLAIR AVENUE
TAVARES, FL 32778
HALFF ASSOCIATES, INC.
(352) 557-9225
BRETT J. TOBIAS, P.E.
BTOBIAS@HALFF.COM
AMERCER@UMATILLAFL.ORG
CITY OF UMATILLA
1 SOUTH CENTRAL AVE
PHONE: (352) 669-1539
AARON MERCER, DEVELOPMENT & PUBLIC SERVICES DIRECTOR
UMATILLA, FL 32784
FOR
CONSTRUCTION PLANS
N/S GOLDEN GEM UTILITY IMPROVEMENTS
SECTION 14 TOWNSHIP 18S RANGE 26E
SITE
VICINITY MAP
1" = 500'
JA
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(INCHES)
ORIGINAL DOCUMENT SIZE 24"x36"
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INDEX OF SHEETS
C-410 C-400
C-200 C-100
C-300
UTILITY MASTER PLAN
COVER SHEET
DEMO & UTILITY PLAN
GENERAL DETAILS
WATER & SEWER UTILITY DETAILS
PREPARED BY:
902 NORTH SINCLAIR AVE.
TAVARES, FLORIDA 32778
TEL (352) 343-8481 FAX (352) 343-8495
www.halff.com
CERTIFICATE OF AUTHORIZATION NUMBER: 33380
REVISIONDATE
MAYOR
CITY MANAGER
SCOTT BLANKENSHIP
CITY ATTORNEY
KEVIN STONE
VICE MAYOR
COUNCIL MEMBER
SEAT 2
JOHN NICHOLS
CHRIS CREECH
KATHERINE "KAYE" ADAMS
SEAT 4
SEAT 5
COUNCIL MEMBER
CITY COUNCIL
SEAT 1
FRED FETTEROLF
JOHN NICHOLS
SEAT 3
DEVELOPMENT & PUBLIC
AARON MERCER
SERVICES DIRECTOR
01-24-25 ADDENDUM #1
01-30-25 ADDENDUM #2
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S00°35'47"W 332.40'
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VIEWPORT 3
SHEET C-300
VIEWPORTS 1 & 2
SHEET C-300
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SCALE IN FEET
Scale: 1"=
80' 80 80 160
1/
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4:
P
M A
H
10" DIP
WATER MAIN
10" PVC
WATER MAIN
1 2 3 4 5 6 7 8
043859.053
DKB
TNJ
DKB
MARCH 2023
R E
V
IS
IO
N
D A
T E
JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
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BRETT J. TOBIAS, PE
Registered Eng 69017
6" PVC
FORCE MAIN
10" PVC
WATER MAIN
6" PVC
FORCE MAIN
APPARENT ERRORS, DISCREPANCIES, OR OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER OF RECORD'S ATTENTION WITHIN A REASONABLE TIME
FRAME, LESS THAN 48 HOURS AFTER DISCOVERED. ADVANTAGE WILL NOT BE
TAKEN OF APPARENT ERROR OR OMISSION IN THE DRAWINGS OR
SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE
CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR
FULFILLMENT OF THE INTENT OF THE DESIGN.
CONTRACTOR SHALL PROVIDE AND PERFORM A 2 WEEK LOOK AHEAD INTO
THE UTILITY WORK TO BE PERFORMED. THIS SHALL INCLUDE THE
VERIFICATION OF EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICAL
POSITIONING, MATCHES WHAT IS SHOWN IN THE CONTRACT DOCUMENTS
AND ANY NEW UTILITIES THAT ARE DISCOVERED DURING THIS LOOK AHEAD.
INFORMATION OF CONFLICTS OR DISCREPANCIES WITH THE CONTRACT
DOCUMENTS SHALL BE PROVIDED TO THE ENGINEER OF RECORD NO LESS
THAN 1 WEEK PRIOR TO COMMENCEMENT OF WORK WITHIN SAID CONFLICT
AREA. ENGINEER OF RECORD SHALL BE ALLOWED AMPLE TIME TO ADDRESS
CONFLICTS/ISSUES AND PROVIDE ADJUSTMENTS TO THE DESIGN TO
ADDRESS CONCERNS WITHOUT CONTRACTOR REQUESTING TIME DELAYS.
12" HDPE
WATER MAIN
10" DIP
WATER MAIN
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EXIST. CITY OF UMATILLA 6" FORCE MAIN
EXIST. CITY OF UMATILLA
6" WATER MAIN
EXIST. CITY OF UMATILLA
6" FORCE MAIN
EXIST. CITY OF
UMATILLA 2"
WATER MAIN
EXIST. CITY OF
UMATILLA 2" WATER MAIN
EXIST. CITY OF
UMATILLA 2"
WATER MAIN
EXIST. CITY
OF UMATILLA
6" FORCE MAIN
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FUTURE 10" FM PER CENTRAL
AVENUE PROJECT BY HALFF
EXIST. CITY OF UMATILLA
6" WATER MAIN INTO
MOBILE HOME PARK
EXIST.
FIRE
HYDRANT
EXIST.
WATER
SERVICE
EXIST.
WATER
SERVICE
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EXIST. CITY OF UMATILLA 12" WATER MAIN
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FUTURE 10" DIP WATER MAIN PER
LAKE FERNS ROAD INDUSTRIAL
PARK PROJECT BY HALFF
OPEN CUT, REMOVE,
& REPLACE PAVEMENT
MATCH EXIST. GRADE
SEE TYPICAL PAVING
DETAIL THIS SHEET
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EXIST. CITY OF
UMATILLA
8" WATER MAIN
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INSTALL 6" PVC
FORCE MAIN
INSTALL 6"
PLUG VALVE
INSTALL 6"
PLUG VALVE
INSTALL 6" FLUSHING PORT
SEE DETAIL SHEET C-410
INSTALL 6" PLUG
INSTALL 10" PVC
WATER MAIN
INSTALL (2) 10"
45° BENDS
WET TAP EXIST. 8" PVC WATER MAIN
W/ 8" TAPPING SLEEVE & VALVE
INSTALL 8"x10" REDUCER
INSTALL TEMP. JUMPER CONNECTION
OPEN CUT & REPAIR EXIST.
CONCRETE DRIVEWAY.
CONTRACTOR TO COORDINATE
W/ HOME OWNER
FOR DRIVEWAY ACCESS
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FM
FM
FM
FM
W M
W M
W M
WM
WM
W M
W M
W M
WM
W M
W M
EXIST. CITY OF UMATILLA 6" FORCE MAIN
EXIST. CITY OF UMATILLA
6" WATER MAIN
EXIST. CITY OF UMATILLA
6" FORCE MAIN
EXIST. CITY OF
UMATILLA 2"
WATER MAIN
EXIST. CITY OF
UMATILLA 2" WATER MAIN
EXIST. CITY OF
UMATILLA 2"
WATER MAIN
EXIST. CITY
OF UMATILLA
6" FORCE MAIN
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
W M 23
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM
W M
W M
W M
WM WM WM WM WM WM WM WM WM
FUTURE 10" FM PER CENTRAL
AVENUE PROJECT BY HALFF
EXIST. CITY OF UMATILLA
6" WATER MAIN INTO
MOBILE HOME PARK
EXIST.
FIRE
HYDRANT
EXIST.
WATER
SERVICE
EXIST.
WATER
SERVICE
.0
0' E
XI
S
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EXIST. CITY OF UMATILLA 12" WATER MAIN
W M
X X
X X
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FUTURE 10" DIP WATER MAIN PER
LAKE FERNS ROAD INDUSTRIAL
PARK PROJECT BY HALFF
M A
TC
H
LI
N E
DIRECTIONAL DRILL 760 LF
OF 12" HDPE WATER MAIN
36" MIN. COVER
INSTALL 6" PVC
FORCE MAIN INSTALL
10"x10" TEE
INSTALL 10"
GATE VALVE &
(2) 10" 45° BENDS
WET TAP TO CONNECT TO EXIST. 12" DIP
WATER MAIN W/ 12"x10" TAPPING
SLEEVE & 10" GATE VALVE
INSTALL 10"
GATE VALVE
INSTALL 10" DIP WATER MAIN
INSTALL
10" GATE
VALVE
REMOVE 90° BEND
INSTALL 6" TEE & 6" PLUG VALVE
CONTRACTOR TO COORDINATE W/ CITY
ON REDIRECTING FLOWS TEMPORARILY
WHILE TEE IS INSTALLED
CONNECT TO 10" DIP WATER MAIN
FOR CONTINUATION SEE LAKE FERNS ROAD
INDUSTRIAL PARK CONSTRUCTION PLANS BY HALFF
INSTALL TEMP. JUMPER CONNECTION
PROP. TRANSITION
FROM 12" HDPE TO 10" DIP
PROP. TRANSITION
FROM 10" DIP TO 12" HDPE
PROP. NEW PAVEMENT
SEE TYPICAL PAVING
DETAIL THIS SHEET
INSTALL 24" WHITE STOP BAR
PROP. TRANSITION
FROM 10" PVC TO 10" DIP
INSTALL 10" PVC
WATER MAIN
INSTALL 10" DIP
WATER MAIN
INSTALL
12"x4" TEE
INSTALL
4" GATE VALVE
& 4" PLUG
INSTALL 4" DIP
WATER MAIN
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SCALE IN FEET
Scale: 1"=
50' 50 50 100
EXISTING GOLDEN GEM DRIVE DEMO PLAN
LEGEND
DRAINAGE / UTILITY EASEMENT
FORCE MAIN
PLUG
SINGLE WATER SERVICE
WATER MAIN
GATE VALVE / PLUG VALVE
TEE
ELBOW
DOUBLE WATER SERVICE
FM FM FM
WM WM WM
EXIST. WETLAND LINE
PROPOSED WETLAND BUFFER
OHU OHU OHU
FOC FOC FOC
CTV CTV CTV
BT BT BT
WM WM WM
FM FM FM
X X X X
RW RW RW
UNK UNK UNK
OHE OHE OHE
BE BE BE
G G G
TYPE 'F' INLET (PER FDOT STANDARD
PLANS INDEX 425-052)
MITERED END SECTION (PER FDOT
STANDARD PLANS INDEX 430-021)
STORM PIPE
STORM MANHOLE (SYMBOL NOT TO
SCALE WITH STRUCTURE SIZE)
EXIST. FORCE MAIN
EXIST. BURIED TELEPHONE LINE
EXIST. WATER MAIN
EXIST. BURIED CABLE TELEVISION LINE
EXIST. FENCE
EXIST. POWER POLE
EXIST. GUY
EXIST. GATE VALVE
EXIST. STORM PIPE
EXIST. BURIED FIBER OPTIC CABLE LINE
EXIST. CONTOUR
EXIST. OVERHEAD UTILITY
EXIST. OVERHEAD ELECTRIC
EXIST. BURIED ELECTRIC
EXIST. REUSE WATER MAIN
EXIST. BURIED GAS LINE
EXIST. UNKNOWN
SD SD SD
REDUCER
EXIST. BENCHMARK
EXIST. GAS UTILITY MARKER
EXIST. CONCRETE MONUMENT
EXIST. WATER METER
EXIST. TELEPHONE VAULT
EXIST. ELECTRIC BOX
EXIST. TELEPHONE PEDESTAL
EXIST. IRON ROD
EXIST. SPRINKLER SPIGOT
EXIST. FIBER OPTIC VAULT
EXIST. BOLLARD
EXIST. AIR RELEASE VALVE
EXIST. REUSE WATER VALVE
EXIST. SEWER VALVE
EXIST. NAIL & DISK
EXIST. WELL
EXIST. SIGN
EXIST. CABLE TV RISER
AIR RELEASE VALVE
MATCHLINE
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043859.053
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MARCH 2023
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
-2
4-
W M
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, M O
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M P
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LA
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Sheet C-300
BASE
N O
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IN
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, F
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BRETT J. TOBIAS, PE
Registered Eng 69017
CROSS
WYE
SCALE IN FEET
Scale: 1"=
50' 50 50 100
EXISTING GOLDEN GEM DRIVE UTILITY PLAN
SCALE IN FEET
Scale: 1"=
50' 50 50 100
EXISTING GOLDEN GEM DRIVE UTILITY PLAN
TYPICAL PAVING DETAIL
NOT TO SCALE
2" SP 9.5
ASPHALT
12" STABILIZED SUBGRADE
COMPACTED TO 98% MAX.
DENSITY A.A.S.H.T.O.
T-180, L.B.R.- 40
8" LIMEROCK BASE, PRIMED
(2 LIFTS) 98% MAX. DENSITY,
A.A.S.H.T.O. T-180, L.B.R.- 100
N /S
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General Water Notes
62-555.314 Location of Public Water System Mains:
For the purpose of this section, the phrase "Water Mains" shall mean Mains, including treatment Plant process piping, conveying either raw, partially treated, or finished drinking water; Fire Hydrant leads; and service lines that are under the control of a Public Water System and that have an inside diameter of three (3") inches or greater.
(1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, Reclaimed Water Pipelines, and On-site Sewage Treatment and Disposal Systems:
(a) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (3) Three Feet between the outside of the WATER MAIN and the outside of any existing or proposed Storm Sewer, Storm water Force Main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.
(b) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (3) three feet, and preferably (10) Ten Feet, between the outside of the WATER MAIN and the outside of any existing or proposed vacuum-type Sanitary Sewer.
(c) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (6) Six Feet, and preferably (10) Ten Feet, between the outside of the WATER MAIN and the outside of any existing or proposed Gravity- or Pressure-type Sanitary Sewer, Wastewater Force Main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610 F.A.C.
The Minimum Horizontal Separation distance between WATER MAINS and Gravity-type Sanitary Sewers shall be reduced to (3) Three Feet where the BOTTOM of the WATER MAIN is laid at least (6) Six Inches above the Top of the Sewer.
(d) New or relocated, underground WATER MAINS shall be laid to provide a horizontal distance of at least (10) Ten Feet between the outside of the WATER MAIN and all parts of any existing or proposed "On site Sewage Treatment and Disposal System" as defined in Section 381.0065(2). F.S. and Rule 64E-6.002. F.A.C.
(2) Vertical Separation Between Underground WATER MAINS and Sanitary or Storm Sewers, Wastewater or Storm water Force Mains, and Reclaimed Water Pipelines:
(a) New or relocated underground WATER MAINS crossing any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall be laid so the outside of the WATER MAIN is at least (6) Six inches, and preferably 12 inches below the outside of the other pipeline. However, it is preferable to lay the WATER MAIN "ABOVE" the other pipeline.
(b) New or relocated, Underground WATER MAINS crossing any existing or proposed pressure-type sanitary sewer, wastewater or stormwater Force Main, or Pipeline conveying reclaimed water shall be laid so the outside of the WATER MAIN is at least (12) inches ABOVE or BELOW the Outside of the other pipeline. However, it is preferable to lay the WATER MAIN above the other pipeline.
(c) At the Utility crossings described in paragraphs (a) & (b) Above, one full length of Water Main Pipe shall be centered above or below the other pipeline so the WATER MAIN Joints will be as far as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all WATER MAIN Joints are at least (3) Three feet from all joints in Vacuum-type Sanitary Sewers, Storm Sewers, Stormwater Force Mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least (6) Six Feet from all Joints in Gravity- or Pressure-type Sanitary Sewers, Wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.
(3) Separation Between WATER MAINS and Sanitary or Storm Sewer Manholes:
(a) No WATER MAIN shall pass thru, or come into contact with any part of a Sanitary Manhole or a Storm Sewer Manhole.
(4) Separation Between Fire Hydrant Drains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems. New or relocated Fire Hydrants with underground Drains shall be located so that the drains are at least (3) Three Feet from any existing or proposed storm sewer, Stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; at least (3) Three Feet, and preferably (10) Ten Feet, from any existing or proposed gravity- or Pressure-type Sanitary Sewer, Wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and at least (10) Ten Feet from any existing or proposed "on-site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S. and Rule 64E-6.002, F.A.C.
(5) Exceptions/Mitigation:
Adherence to the above Constraints and Separations in Items 1 through 4 shall be Complied to, "WITHOUT EXCEPTION". If for some reason where it is not technically feasible or Economically Sensible that Items 1 through 4 cannot be complied with, Contractor will Stop Work and Notify the Engineer of record for the appropriate solution, which will be submitted to "The Department of Environmental Protection" for APPROVAL, prior to work commencement.
3.00'
MINIMUM
" M
IN
. C
O
VE
R
FINISH GRADE
PROPOSED
WATER MAIN
Storm Sewer Storm Sewer Force Main Reclaimed Water Main
DETAIL OF ITEM 1.(a) DETAIL OF ITEM 1.(b)
Vacuum-Type Sanitary Sewer
WATER MAIN
PROPOSED
FINISH GRADE
" M
IN
. C
O
VE
R
Preferably 10.00' 3.00' 6.00'
Preferably 10.00'
" M
IN
. C
O
VE
R
FINISH GRADE
PROPOSED
WATER MAIN
Sanitary Force Main
DETAIL OF ITEM 1.(c)
Sanitary Gravity Main
Wastewater Force Main Unregulated Reclaimed Water
DETAIL OF ITEM 2.(a)
Vacuum-Type Sanitary Sewer Sanitary Gravity Main
Storm Sewer
Preferably 12" 6" Minimum
6" Minimum Preferably 12"
Water Main to be Located above Where ever Possible
Water Main
DETAIL OF ITEM 2.(b)
Water Main
Water Main to be Located above Where ever Possible
12" Minimum
Storm Water Force Main
Pressure-Type Sanitary Sewer Wastewater Force Main
12" Minimum
Reclaimed Water Main Unregulated Reclaimed Water Mains
Wastewater Force Main Sanitary Gravity Main
Pressure-Type Sanitary Sewer
Water Main to be Centered @ crossing if possible
Water Main
DETAIL OF ITEM 2.(c)
3.00'
Pipe Joint typical
MINIMUM
Vacuum-Type Sanitary Sewer Storm Sewer Main Stormwater Force Main Regulated Reclaimed Water Mains
6.00'
MINIMUM
Ve rti ca l
H or iz on ta l
U
TI
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TY
S E
P A
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Utility Construction Notes (DEP)
1. WATER SYSTEM COMPONENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL LOCAL
CODES AND REGULATIONS, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR
SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND CHAPTER 62-555 FLORIDA
ADMINISTRATIVE CODE.
2. ALL PIPING SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.
3. WATER MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18 FOR PIPE SIZES 4"-12". PIPES 14"
OR LARGER SHALL BE AWWA C-905, DR 18. ALL COUPLINGS, CLEANING COMPOUNDS, SOLVENTS, LUBRICANTS, AND PIPE PREPARATION, FOR LAYING, SHALL BE IN ACCORDANCE WITH THE PIPE
MANUFACTURERS LATEST RECOMMENDATIONS.
4. DEPTH OF WATER LINES TO BE 36" MINIMUM COVER FROM FINISH GRADE.
5. WATER MAINS TO BE LOCATED 6.00' FROM BACK OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
6. ALL SLEEVES UNDER PAVEMENT SHALL EXTEND 5' BEYOND THE BACK OF CURB.
7. DISINFECTING: FOLLOWING THE PRESSURE TESTING, THE CONTRACTOR SHALL DISINFECT ALL
SECTIONS OF THE WATER DISTRIBUTION SYSTEM. DISINFECTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWWA STANDARD C651 "DISINFECTING WATER MAINS", AND ALL
APPROPRIATE AGENCY APPROVAL.
8. ALL HYDROSTATIC TEST SHALL BE IN ACCORDANCE WITH AWWA C600 FOR DUCTILE IRON PIPE AND
C605/M23 FOR PVC PIPE.
9. ALL WATER MAINS SHALL BE INSTALLED, PRESSURE AND LEAK TESTED IN ACCORDANCE WITH AWWA C600, (62-555.320(21)(b)1 AND 62-555.330, F.A.C. ALL INSTALLATION, TESTING AND FIELD
PROCEDURES MUST BE PROVIDED AND MUST CONFORM TO THE APPLICABLE AWWA STANDARDS.
10. ALL PIPING MATERIALS AND SPECIFICATIONS COVERING PIPES, JOINTS AND PACKING MATERIALS, INTERNAL COATING AND LININGS, FITTINGS, SPECIALS AND APPURTENANCES SHALL ALL BE IN
ACCORDANCE WITH THE CORRESPONDING AWWA STANDARDS AND BE CONFORMING TO NSF
REQUIREMENTS, AS MAY BE APPLICABLE, WITH EXCEPTIONS ALLOWED ONLY IF DOCUMENTATION AND ASSURANCES ARE PROVIDED IN COMPLIANCE WITH PARAGRAPHS 62-555.320(3) (d) 62-555.320
(3) (b), AND 62-555.320 (21) (c), F.A.C. THE LEAD USE PROHIBITION IN RULE 62-555.322, F.A.C. SHALL ALSO APPLY. POLYETHYLENE TUBING SHALL BE PER AWWA C901. UNDERGROUND SERVICE LINES, AND VALVES SHALL BE PER AWWA C800.
COLOR CODING
All water main pipe, including fittings, installed on or after August 28, 2003, except pipe installed under a construction permit for which the Department received a complete application before August 28, 2003, shall be color coded or marked using blue as a predominate color to differentiate drinking water from reclaimed or other water. Underground plastic pipe shall be solid-wall blue pipe, shall have a co-extruded blue external skin, or shall be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe shall have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe shall have continuous stripes that run parallel to the axis of the pipe, that are located at no greater than 90° intervals around the pipe, and will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint shall be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipes with an internal diameter of 24 inches or greater, tape or paint shall be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Aboveground pipe as drinking water treatment plants shall be color coded and labeled in accordance with subsection 62-555.320(10),F.A.C., and all other aboveground pipe shall be painted blue or shall be color coded or marked like underground pipe.
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MARCH 2023
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
U M
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Sheet C-400
BASE
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: 3
METER BOX COMPANY, INC.
21'33'18"x16"
21'
39'
33'
62'
103'
132'
113' 20"x20"
20"x18"163'
207'
178'
83'
92'
110'
6'
7'
6'
7'
9'
7'
173'
145'
131'11'14'
12'
14'
23'
25'
29'
15'
17'
29'
31'
36'
56'
70'
61'
75'
86'
70, (NO JOINTS ALLOWED)
8' MIN.
L
RUN
8' MIN.
(NO JOINTS ALLOWED)
RESTRAINTS REQ.
B R
A N
C H
@ ALL SIDES (TYP.)
L
L
L
L
45° BEND
11.25° BEND
TEE
21'
DUCTILE
IRON (L)
22'
40'
21'
22'
33'
P.V.C. (L)
REDUCER
6"x4"
PIPE SIZES
34'
63'
33'
12"x10"
16"x12"
10"x8"
8"x6" 34'
45'
DEAD END &
PLUG
10'
DUCTILE
IRON (L) P.V.C. (L)
98'
116'
148'
82'
43'
74'
54'
33'
21' 63'
P.V.C. (L)
15'2'
BEND
11 1/4"
DUCTILE
IRON (L)
68'
84'
116'
52'
3'
4'
5'
3'
2' 33'
TEES
29'
DUCTILE
IRON (L)
52'
63'
74'
94'
40'
ONLY
RESTRAINT REQ.
ON LARGER MAIN
L
LARGER MAIN
L
SMALLER MAIN
DEAD END/PLUG
REDUCER
L
L
L
L
22.5° BEND
90° BEND
3'4'
P.V.C. (L)
BEND
DUCTILE
IRON (L)
22 1/2°
7'
10'
8'
6'
9'
13'
10'
7'
6' 4'
DUCTILE
IRON (L)
7'
45°
BEND
8'
P.V.C. (L)
14'
21'
17'
12'
18'
26'
21'
15'
12' 9'
20'
BEND
90°
SIZE
(inches)
PIPE
P.V.C. (L)
43'
63'
50'
36'
28'
IRON (L)
DUCTILE
34'
29'
40'
22'
51'
16'
ENGINEER.
P.V.C. (L)
TABLE OF THRUST RESTRAINT LENGTHS
THRUST RESTRAINT DESIGN NOTES
1. RESTRAINT JOINTS, FITTINGS, & VALVE REQUIREMENTS CALCULATED BY THE
THRUST RESTRAINT DESIGN PROGRAM PROVIDED BY UNI-FLANGE, THE FORD
2. DATA BASED ON MAX. PRESSURE OF 150 p.s.i., THE UNIFIED
SOILS CLASSIFICATION SYSTEM (SOIL TYPE SP), THE PIPE BEDDED IN
NATIVE SOIL w/ A MINIMUM OF 2.5' COMPACTED FILL OVER THE PIPE, AND USING A SAFETY FACTOR OF 1.5 FOR THE DATA.
3. ALL FITTINGS & VALVES SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS
& ALL BELL & SPIGOT JOINTS TO BE RESTRAINED WITH A RESTRAINING
HARNESS WITHIN THE REQUIRED LENGTH OF RESTRAINED PIPE (L).
4. THRUST BLOCKS SHALL BE USED ONLY AS SPECIFIED BY PROJECT
4'
5'
6'
2'
4'
3'
BRETT J. TOBIAS, PE
Registered Eng 69017
N /S
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GATE VALVE TO BE MUELLER.6.
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043859.053
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MARCH 2023
R E
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D A
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JOB NO.:
CHECKED BY.:
DRAWN BY:
DATE:
DESIGNED BY:
FILE NAME:
U M
AT
IL
LA
, F
LO
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D A
W
AT
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S
EW
ER
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Sheet C-410
BASE
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, F
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BRETT J. TOBIAS, PE
Registered Eng 69017
N /S
G O
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| Sheets and Views |
| C-100 Cover |
| Sheets and Views |
| 043859.053 Umatilla Golden Gem Utility Improvements BASE-C-200 Utility Master Plan |
| 043859.053 Umatilla Golden Gem Utility Improvements BASE-C-300 Demo & Utility Plan |
| 043859.053 Umatilla Golden Gem Utility Improvements BASE-C-400 General Details |
| 043859.053 Umatilla Golden Gem Utility Improvements BASE-C-410 Water & Sewer Details |
File details come from the government source that posted it. Updated .