Model Comments Model Comments Model Comments H-20 Blue 28" Tall H-20 Pantone 28" Tall 131632 H-30 Green 44" Tall H-30 Blue 44" Tall H-30 Pantone 44" Tall 171730 H-40 Green 30" Tall

H-40 Blue 30" Tall H-40 Pantone 30" Tall 182635 H-65 (Wide model for

6" ARV)

Green 38" Tall

131632 Blue 44" Tall 131632 Purple 38" Tall DFW Plastics Blue Purple Green

ARI

A.R.I. D-040 or A.R.I. D-040 C

Combination - stainless steel

316 - PN16

A.R.I. D-040 or A.R.I. D-040 C Combination - stainless steel 316 - PN16 ARI D20 or D25

H-TEC SS 993 SS993

Vent-o-Mat Series RBX DN50 Series RBX DN50 NA

Advance Products Model AC and AW Model AC and AW Model AC and AW

BWM Company Model WR and PO Model WR and PO Model WR and PO

Cascade Water Works Model CCES Model CCES Model CCES

CCI Pipeline Model ESW and ESC Model ESW and ESC Model ESW and ESC

Pipeline Seal & Insulator Model C and W Model C and W Model C and W

Power Seal Model 4810ES Model 4810ES Model 4810ES

Advance Products SS18/SS112 SS18/SS112 SSI8 / SSI12

BWM Company BWM-SS8/SS-12 BWM-SS8/SS-12 BWM-SS-8 / SS-12

Cascade Water Works Series CCS 8" / 12" Series CCS 8" / 12" Series CCS 8" / 12" CCI Pipeline Model CCS8 / CSS12 Model CCS8 / CSS12 Model CCS8 / CSS12 Pipeline Seal & Insulator Series S8G-2/S12G-2 Series S8G-2/S12G-2 Series S8G-2/S12G-2

Primer: Carbozinc 621 3.0-8.0 mils Primer: Carbozinc 621 3.0-8.0 mils Primer: Carbozinc 859 3.0 - 8.0 mils

1st Coat: Carbothane 133 HB 3.0-5.0 mils 1st Coat: Carbothane 133 HB 3.0-5.0 mils 1st Coat: Carbothane 133 HB 3.0 - 5.0 mils

2nd Coat: Carboxane 950 2.0-3.0 mils 2nd Coat: Carboxane 950 2.0-3.0 mils 2nd Coat: Carboxane 950 2.0 - 3.0 mils

Primer: Series 90-97 Tnemec- Zinc

2.5-3.5 mils Primer: Series 90-97 Tnemec- Zinc

2.5-3.5 mils Primer: Zinc Series 90-97 Typoxy Series 27WB

2.5 - 3.5 mils

4.0 - 14.0 mils

1st Coat: Series 66 Hi-Build Epoxoline

2.0-6.0 mils 1st Coat: Series 66 Hi-Build Epoxoline

2.0-6.0 mils 1st Coat: EnduraShield Series 73 2.0 - 3.0 mils

2nd Coat: Series 700 Hydroflon

2.0-3.0 mils 2nd Coat: Series 700 Hydroflon 2.0-3.0 mils 2nd Coat: Series 700 Hydroflon

2.0-3.0 mils

Carbozinc 621 3.0-8.0 mils Carbozinc 621 3.0-8.0 mils N/A N/A

Carboguard 60 4.0-6.0 mils Carboguard 60 4.0-6.0 mils N/A N/A

Carboxane 950 2.0-3.0 mils Carboxane 950 2.0-3.0 mils N/A N/A

Series 90-97 / Tnemec-Zinc 2.5-3.5 mils Series 90-97 / Tnemec-Zinc 2.5-3.5 mils N/A N/A

Series 66 Hi-Build Epoxoline 2.0-6.0 mils Series 66 Hi-Build Epoxoline 2.0-6.0 mils N/A N/A

Series 1095 Urethane 4.0-10.0 mils Series 1095 Urethane 4.0-10.0 mils N/A N/A

1st Coat: Series 46H-413 Hi- Build Tnemec Tar

8-10.0 Mils 1st Coat: Series 46H-413 Hi- Build Tnemec Tar

8-10.0 Mils

2nd Coat: Series 46H-413 Hi- Build Tnemec Tar

8-10.0 Mils 2nd Coat: Series 46H-413 Hi- Build Tnemec Tar

8-10.0 Mils

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater

Zinc/Epoxy/Urethane system for above ground piping

Polyamide Epoxy- Coal Tar for Buried Pipes

Carboline

Tnemec

Tnemec

Cat. Description Manufacturer Potable Water Reclaimed Water

C oa ti ng s A ir R el ea se V al ve

ARV Enclosure

Air Release Valve

Carboline

Tnemec

Water Plus Polyethylene Enclosure

Casing Seals

Casing SpacerC as in g

Se al s/ Sp ac er s

Exterior Coating for Exposed Metal Assets

Zinc/ Urethane/ Fluoropolymer system for above ground piping

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

American Cement or FBE Lined Cement or FBE Lined Protecto 401 Sigma Cement or FBE Lined Cement or FBE Lined Protecto 401 Star Cement or FBE Lined Cement or FBE Lined Protecto 401 Tyler Union Cement or FBE Lined Cement or FBE Lined Protecto 401 IPEX Min. DR11 IPEX Min. DR11 IPEX Min. DR11 GF Central Plastics Min. DR11 GF Central Plastics Min. DR11 GF Central Plastics Min. DR11 ISCO Min. DR11 ISCO Min. DR11 ISCO Min. DR11 American Flow Control Darling B-84-B-5 AVK Nostalgic 2780 EJ Co. Watermaster 5CD250 Kennedy Guardian No. K-81D Mueller Super Centurion No 250 EBAA Iron Megalug Series 1100 Megalug Series 1100 Megalug Series 1100 Ford/Uniflange UFR-1400 UFR-1400 UFR-1400 Sigma OneLok Series SLD/SLDE OneLok Series SLD/SLDE OneLok Series SLD/SLDE Smith Blair Camlock Series 111 Camlock Series 111 Camlock Series 111 Star Star Grip Series 3000 Star Grip Series 3000 Star Grip Series 3000 Tyler Union TufGrip Series TLD TufGrip Series TLD TufGrip Series TLD EBAA Iron Tru-Dual Series 1500 TD Tru-Dual Series 1500 TD Tru-Dual Series 1500 TD Ford/Uniflange Uni-Flange Series 1390C Uni-Flange Series 1390C Uni-Flange Series 1390C Sigma PV-Lok Series PWP-C PV-Lok Series PWP-C PV-Lok Series PWP-C Star StarGrip Series 3100S StarGrip Series 3100S StarGrip Series 3100S Tyler Union TufGrip-Series 300C TufGrip-Series 300C TufGrip-Series 300C EBAA Iron Series 1100HD Existing Only Series 1100HD Existing Only Series 1100HD Existing Only Sigma Series SSLDH Existing Only Series SSLDH Existing Only Series SSLDH Existing Only Star Series 3100S Existing Only Series 3100S Existing Only Series 3100S Existing Only

Fast Grip Gasket Gasket Fast Grip Gasket Gasket N/A N/A Flex Ring Joint Bell Lock Flex Ring Joint Bell Lock N/A N/A Lok Ring Joint Bell Lock Lok Ring Joint Bell Lock N/A N/A Thrust Lock Bell Lock Thrust Lock Bell Lock N/A N/A TR- Flex Bell Lock TR- Flex Bell Lock N/A N/A Field Lok 350 Gasket Gasket Field Lok 350 Gasket Gasket N/A N/A Field Lok Gasket Gasket Field Lok Gasket Gasket N/A N/A TR-Flex Bell Lock TR-Flex Bell Lock N/A N/A HP Lok Restraint Joint Bell Lock HP Lok Restraint Joint Bell Lock N/A N/A

EBAA Iron Megalug Series 2000PV Megalug Series 2000PV Megalug Series 2000PV or Megalug Series 2200 (42" - 48") Megalug 2200

Ford/Uniflange UFR 1500 Series UFR 1500 Series UFR 1500 Series Sigma One Lok Series SLC/SLE One Lok Series SLC/SLE One Lok Series SLC/SLE Smith Blair Cam Lok Series 120 Cam Lok Series 120 Cam Lok Series 120 Star Star Grip Series 4000 Star Grip Series 4000 Star Grip Series 4000 Tyler Union TufGrip Series TLP TufGrip Series TLP TufGrip Series TLP

Hydrants are not acceptable for Wastewater Applications.

Ductile Iron Pipe MJ Restraint

Ductile Iron Pipe Bell Joint Restraints (4-12")

Ductile Iron Pipe Bell Joint Restraints (>16")

Ductile Iron Pipe Joint Restraint Gaskets and

Locking Bell (4" & Above)

American

US Pipe

PVC Pipe MJ Restraint

McWane Ductile

Jo in t R es tr ai n ts

Ductile Iron Fittings

HDPE MJ Adapter Fittings

F it ti ng s H yd ra n ts

Hydrants Hydrants are not acceptable for Reclaimed Water Applications.

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

EBAA Iron Series 1600 Series 1600 Series 1600 Ford/Uniflange Uni-Flange Series 1390 Uni-Flange Series 1390 Uni-Flange Series 1390 Sigma PV-Lok Series PWP PV-Lok Series PWP PV-Lok Series PWP Smith Blair Bell-Lock Series 165 Bell-Lock Series 165 Bell-Lock Series 165 Star Series 1100C Series 1100C Series 1100C

Tyler Union TufGrip 300C TufGrip 300C TufGrip 300C

1045B-EHS

Open Cut or Directional Drill

1045B-EHS

Open Cut or Directional Drill

1045B-EHS Open Cut or Directional Drill

3/16B-PB Pipe Bursting 3/16P-PB Pipe Bursting 3/16P-PB Pipe Bursting

Protrace HDD-CCS PE45 Open Cut or Directional Drill

HDD-CCS PE45

Open Cut or Directional Drill

HDD-CCS PE45 Open Cut or Directional Drill

CCS BT-1001

Open Cut or Directional Drill

CCS BT-1001

Open Cut or Directional Drill

CCS BT-1001 Open Cut or Directional Drill

BT-3/16SS Pipe Bursting BT-3/16SS Pipe Bursting BT-3/16SS Pipe Bursting USF 117 Ring and BL Cover Non-Traffic USF 420 Ring and G Cover Roadway

EJ Group ERGO Assembly 00104083L01

FDOT Roadway

Adjustment Rings LADTECH Inc. N/A N/A N/A N/A HDPE Adjustment Ring

Halliday Products S1R or S2R Series USF Fabrication Inc. APS or APD Series EJ CLS Series

Allied Precast Dyed Admix Forterra Pipe & Precast Dyed Admix Mack Concrete Dyed Admix Oldcastle Precast Dyed Admix

Xypex Chemical Corp Xypex Admix C-1000 Red 3.50%

Master Builders Solutions MasterLife 300D Red 2.5 - 3.0%

AGRU Liner HDPE Liner (Min 2 mm for Manhole / Min 5 mm for Pump Station)

Containment Solutions Inc. (Flowtie)

Fiberglass Liner

L&F Manufacturing Fiberglass Liner

Agave

Copperhead Industries

L oc at or

W ir e

Locator Wire

PVC Bell Joint Restraint (4"-48") (New and

Existing)

Liners

Interior Liner for new or existing Precast Manhole and Precast Wetwell Structures shall be per City Section 400

N/A N/A

Manhole Frame and Cover

P re ca st

C on cr et e St ru ct u re s

N/A N/A Concrete Admix

Crystalline Waterproofing Concrete Admix with color dye shall be added to all concrete structures (precast and cast-in-place) to provide waterproofing and corrosion resistance. Concrete without admixture or without color tint / tracer shall be rejected. % concentration of admix with "RED" colored dye added to the mix shall be based on weight of cement.

Hatches

Wet Well Access Frames and Covers (Include the term "Confined Space" etched or cast into the cover with recessed lock & hasp. Frames and covers per manufacturers' specifications. (6' wet well hatch shall encompass entire top)

Precast Concrete Structures

Precast Manhole and Wetwell Structures ASTM C478. Precast concrete shall be batched with integral colorant crystalline waterproofing admixture with corrosion resistance. Concrete without admixture or without color tint / tracer shall be rejected. Minimum wall thickness shall be 6'.

N/A

N/A N/A USF Fabrication Inc.

N/A N/A

N/A

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

Coatings for Existing Manholes (Cementitious)

Strong-Seal Systems MS-2C min 1/2-inch thickness

Coatings for Existing Manholes (Epoxy)

Raven Lining System Raven 405 min 125 mils

Coatings for Existing Manholes (Polyurethane)

Sprayroq SprayWall min 250 mils

Canusa- CPS Wrapid Seal with WrapidSeal Primer (Canusa G Primer)

GPT

Riser Wrap with Polyken 1027 or 1039 primer

Henry Company N/A N/A N/A N/A Ram-Nek RN100 Series

Atlantic Concrete Products, Inc.

NPC / Trelleborg Kor-N-Seal with SS Bands Press-Seal Corporation PSX Direct Drive

Atlantic Concrete Products, Inc.

A-Lok, STM

CCI Pipeline Systems Wrap-IT Link WL-SS Series Pipeline Seal & Insulator, Inc / Link Seal

Link-Seal S-316 Modular Seal

Proco Products, Inc PenSeal ES-PS Series Diamond Plastics Corp C-900 Blue C-900 Pantone Purple C-900 Green JM Eagle C-900 Blue C-900 Pantone Purple C-900 Green National Pipe & Plastics C-900 Blue C-900 Pantone Purple C-900 Green Westlake Pipe&Fittings C-900 Blue C-900 Pantone Purple C-900 Green

CertainTeed Certa-Lok-C900 Certa-Lok-C900 Certa-Lok-C900 JM Eagle Eagle Loc 900 Eagle Loc 900 Eagle Loc 900 JM Eagle DR-11 Blue DR-11 Pantone Purple DR-11 Green Performance Pipe (Chevron)

DR-11 Blue DR-11 Pantone Purple DR-11 Green

Poly Pipe DR-11 Blue DR-11 Pantone Purple DR-11 Green WL Plastics DR-11 Blue DR-11 Pantone Purple DR-11 Green American Cement Lined Blue Cement Lined Pantone Purple Protecto 401 / Permox-CTF McWane Cement Lined Blue Cement Lined Pantone Purple Protecto 401 / Permox-CTF US Pipe Cement Lined Blue Cement Lined Pantone Purple Protecto 401 / Permox-CTF

P re ss ur e P ip e

Modular Pipe Seals.

Wetwell, Manhole.

Forcemain

Restrained Joint PVC Pipe for Directional

HDPE C906 DR 11

Ductile Iron Pipe

Heat Shrink Seal

Heat Shrink Seal - Precast structures shall be primed with manufacturer-approved primer prior to application of heat shrunk encapsulation.

N/A N/A

N/A N/A

N/A

Modular Pipe Seals for Wetwell penetrations and for all forcemain connections to existing and new precast concrete structures. EPDM Rubber with 316 SS Hardware

Rehabilitation corrosion protection system per City Section 400. Interior coating for force main connections to existing concrete manholes only. New precast structures and existing pump stations shall be lined.

N/A N/A

Jointing Material Jointing Material Min. 2" width for all products to ensure squeeze out with manufacturer approved primer.

Resilient Connector Pipe Seals. Manhole. Gravity

PVC C900 DR 18 (Up to 12")

P re ca st

C on cr et e St ru ct u re s

Resilient Connector Pipe Seals, Manhole - Gravity less than 12-inch and less than 15-ft deep

Cast in Place Pipe Seals.

Manhole. Gravity.

Cast in Place Pipe Seals, Manhole - Gravity Greater Than or Equal to 12-inch and all pipe sizes greater than 15-ft deep

N/A N/A

N/A

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

Diamond Plastics Corp Sani-21 SDR-26 JM Eagle Gravity Sewer National Pipe & Plastics, Inc

Ever-Green Sewer Pipe

North American Pipe Corp (NAPCO)

Gravity Sewer

Charlotte Pipe and Foundry

SDR26/SDR35 Gasketed sewer fitting

GPK Products, Inc.

SDR26/SDR35 Gasketed sewer fitting

Harrington Corporation

(HARCO)

SDR26/SDR35 Gasketed sewer fitting

JM Eagle SDR26/SDR35 Gasketed sewer fitting

Westlake Corp.

SDR26/SDR35 Gasketed sewer fitting

TIGRE USA, Inc.

SDR26/SDR35 Gasketed sewer fitting

FERNCO N/A N/A N/A N/A

Stainless Steel Strong Back 5000 Series

American Blue Pantone Purple Green Christys Blue Pantone Purple Green Trumbull Blue Pantone Purple Green US Pipe Blue Pantone Purple Green

JCM JCM 118 JCM 118 JCM 118

Romac SS2 or SS3 SS2 or SS3 SS2 or SS3

Ford FC202 16" & greater FC202 16" & greater N/A JCM Series 406 16" & greater Series 406 16" & greater N/A Mueller DR2S Series 16" & greater DR2S Series 16" & greater N/A Romac 202N Series 16" & greater 202N Series 16" & greater N/A Smith Blair 317 & 313 Series 16" & greater 317 & 313 Series 16" & greater N/A Ford FCP-202 Series With Spring Washers FCP-202 Series With Spring Washers N/A JCM Series 406 With Spring Washers Series 406 With Spring Washers N/A Romac 202N-H Series With Spring Washers 202N-H Series With Spring Washers N/A

Smith Blair 317 Series Size 8',12'',20'', Outlet Size - 1''CC and 2''CC, Thread Type: 2''IP

317 Series Size 8',12'',20'', Outlet Size - 1''CC and 2''CC, Thread Type: 2''IP

N/A

Brass Saddles for C900

PVC

Ford 101BS Size - 4" through 12" 101BS Size - 4" through 12" N/A

P ol yw ra p

Polywrap

R ep ai r

C la m p

G ra vi ty

P V

C P ip e an d

F it ti n gs

Pipe SDR 26 Gravity Mains

Ductile Iron Service Saddle

Service Saddle for HDPE Pipe

Repair Clamp

Gravity Pipe Adapter Connectors and Transitions for differential pipe.

N/AN/A

N/A N/A

PVC Pipe for Gravity (including service laterals) SDR26 (Green in color) ASTM D3034 and ASTM F679.

Fittings SDR 26/35

Fittings, Adapters and Plugs - Gravity PVC ASTM - D3034, Min SDR26 / SDR 35

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

FB400-6 1 1/2" FBRW1000-4Q N/A

FB400-4-NL 1" N/A

FB400-7-NL 2" N/A

FBRW1000-7-Q-NL 2" N/A

F1000-4-Q-NL 1" N/A

FB800-4-NL 1" N/A

H-10003N 1" B-25008-20 N/A B-2996N 1 1/2" N/A B-2996N 2" N/A

BRW43-444W-Q-NL N/A

B43-444W-Q-NL N/A

B41-777W-Q-NL N/A

B24353 N-20 N/A B25170 N-20 N/A

Pack Joint EII Coupling L44-77-NL style Pack Joint EII Coupling L44-77-NL N/A Pack Joint Coupling C44-77-NL Pack Joint Coupling C44-77-NL N/A Pack Joint Tee T441-774-NL Pack Joint Tee T441-774-NL N/A Straight Ball Meter Valves B43-444W-NL Straight Ball Meter Valves B43-444W-NL N/A

Ball Valve Curb Stop B41-777W-NL or B11-

777W-NL

Ball Valve Curb Stop B41-777W-NL or B11-

777W-NL N/A

Ballcorp Corporation Stops

FB1600-7-NL, FB1100-7-

NL, FB1100-7-Q-NL,

FB1000-7-NL, FB800-4-NL,

FB800-7-NL, or FB400-7-

NL

Ballcorp Corporation Stops

FB1600-7-NL, FB1100-7-

NL, FB1100-7-Q-NL,

FB1000-7-NL, FB800-4-NL,

FB800-7-NL, or FB400-7-

NL N/A

Pack Joint Coupling C84-77-NL Pack Joint Coupling C84-77-NL N/A

Corporation Stops F1000-4-Q-NL or F1000-4-

NL

Corporation Stops F1000-4-Q-NL or F1000-4-

NL N/A

LV (Lansdale Valve) LVLFBN LVLFBN N/A

Heritage Plastics N/A Flying W Plastics, Inc N/A Diamond Plastics N/A JM Eagle N/A

Charter Blue PE 4710 Pantone Purple PE4710 N/A Endot Blue PE 4710 Pantone Purple PE4710 N/A JM Eagle Blue PE 4710 Pantone Purple PE4710 N/A

Armorcast Product N/A Carson N/A Hubbell N/A

JCM JCM 440 (Type 1, 3, 11, or 13) JCM 440 (Type 1, 3, 11, or 13) JCM 440 (Type 1, 3, 11, or 13)

Smith Blair 680 680 680

JCM 412 JCM 412 JCM 432

JCM 422 JCM 422 JCM 452

JCM 452 JCM 452

Smith Blair 622 622

B43-332 WQ

with Lock Wing and Compression Inlet

Mueller H24350 with Lock Wing and Compression Inlet

Reclaimed Water shall be stamped on curb stops

1" shall be ball corporation stop. 2" shall be threaded corporation stop.

Mueller

T ap p in g Sl ee ve s an d V al ve s

Line Stops

Tapping Sleeves

Curb Stops

Se rv ic es

Corporation Stop- Threaded

Meter Boxes

Polyethylene Tubing

Services Casing

Brass Fittings

JCM

Ford

Mueller

Ford

Ford

The list of preferred products shall be used for the construction of water and reclaimed water utilities for the City of Clearwater. This list does not relieve the Contractor from their responsibility to conform to the City's Technical Specifications. Products submitted for use on City projects which are not included in the list below shall be subject to the review and approval by the City.

Clearwater Preferred Product List

Wastewater Cat. Description Manufacturer

Potable Water Reclaimed Water

American Series 2500 Series 2500 Series 2500 Clow Series F-6114 Series F-6114 Series F-6114 Mueller Series T2361 Series T2361 Series T2361 Clow #1450 24" and above #1450 24" and above N/A Dezurik BAW 24" and above BAW 24" and above N/A Pratt 24" and above 24" and above N/A

American Series 2500 NRS Series 2500 NRS N/A Clow Series F-6100 Series F-6100 N/A Mueller Series A-2360 Series A-2360 N/A

Mueller Permaseal Permaseal Permaseal TEAM Team Insert Valve 4" - 12" Team Insert Valve 4" - 12" Team Insert Valve 4" - 12" Clow / M&H / Kennedy NA NA Eccentric (FLG / MJ) Dezurik NA NA Series PEF (FLG / MJ) Val-Matic NA NA 5600F or 5700F (FLG / MJ) American Series 2500 OS&Y Series 2500 OS&Y Clow 2638, 2639, or 2640 2638, 2639, or 2640 Mueller R-2360 R-2360 Sigma VB630 VB630 VB630 Star Tyler Union Series 6860 Box Series 6860 Box Series 6860 Box

M an h ol e

Manhole Ring and Cover US Foundry USF 420 Ring & G Cover 2npph

Gray Cast Iron USF 420 Ring & G Cover 2npph

Gray Cast Iron

V al ve

B ox Three Piece Screw Type

Valve Box

Tapping Valve

V al ve s

Butterfly Valve

Gate Valve

Insertion Gate Valve

OS&Y Valves

T ap p in g

Plug Valve

INDEX NO. PAGE NO.

OF

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

301 1 3SANITARY SEWER MANHOLE COVER

NON-ROADWAY APPLICATION 03/20/2020

300 SERIES:

SANITARY SEWER

DETAILS

2 Non Penetrating Pickholes

Ø 25 1/2"

2 3/4"

Machined Surface

Ø26 3/4"

Ø25 3/4"

Ø23 1/2"

Ø25 3/4"

Ø29 1/2"

1/2"

4"

Machined Surface

1 1/2"

1 1/2"

NOTES:

1. U.S. Foundry No. 117 Ring and BL Cover, or Equal, if Approved by City of Clearwater Engineer

2. Private manhole covers must not say "Clearwater" on them

3. Ring must be Centered on Opening

4. Install 18 Gauge 304 Stainless Steel Manhole Stormwater Inflow Abatement Insert (Dish/Pan)

5. See also City of Clearwater's Technical Specification Section IV

1 1/2"

Year of Installation

SOLID COVER SECTION

N.T.S.

SOLID COVER

N.T.S.

RING SECTION

N.T.S.

AutoCAD SHX Text C

AutoCAD SHX Text L

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LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

301 2 3SANITARY SEWER MANHOLE COVER

FOR ROADWAY APPLICATION 03/19/2020

300 SERIES:

SANITARY SEWER

DETAILS

Non-Skid Pattern Required

2 Non Penetrating Pickholes

Ø 22 3/4"

2" 3 5/8"

Machined Surfaces

Ø24 3/4"

Ø23"

Ø20 5/8"

Ø24 1/2"

Ø36

11/16"

7"

NOTES:

1. Where Roadway Base is 8" or Thicker, use 9" Ring

2. Manufacturer's Model USF 420 Ring & G Cover, or Equal, if Approved by City of Clearwater

Engineer

3. Heavy Traffic (Multi-lane) with Cover Located in Travel Lane will Require Ring and Cover by EJ Group ERGO Assembly, Product Number 00104083L0 or Equal - See Index 301 Page 3 of 3

4. Private Manhole Covers must not say "Clearwater" on them

5. Ring must be Centered on Opening

6. Install 18 Gauge 304 Stainless Steel Manhole Stormwater Inflow Abatement Insert (Dish/Pan)

7. See also City of Clearwater's Technical Specification Section IV

Machined Surfaces

2"

Year of Installation

SOLID COVER SECTION

N.T.S.

SOLID COVER

N.T.S.

RING SECTION

N.T.S.

AutoCAD SHX Text S

AutoCAD SHX Text A

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A

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

301 3 3SANITARY SEWER MANHOLE COVER

FOR ROADWAY APPLICATION - FDOT ROADWAY 03/23/2020

300 SERIES:

SANITARY SEWER

DETAILS

1 1/2" Flat Face Gothic

AA

Stainless Steel Camlock

Customer Plate (Flat Area Provided)

MPIC® Multi-Tool Pickbar

Ø26 3/16"

Ø26 1/4"

Ø24" Ø27 11/16"

Ø34"

1 9/16"

4"

4" 1 1/2"

T-Gasket

NOTES:

1. Manufacturer's Model: EJ Group ERGO Assembly, Product Number 00104083L01 or Equal, if Approved by City of Clearwater Engineer

2. See also City of Clearwater's Technical Specification Section IV

Year of Installation

SOLID COVER SECTION

N.T.S.

SOLID COVER

N.T.S.

RING SECTION

N.T.S.

SAFETY LOCK @ 90°

N.T.S.

FULLY OPENED @ 120°

N.T.S.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text A

R

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

302 1 3NEW PRECAST SANITARY MANHOLE DETAIL

10/21/2019

300 SERIES:

SANITARY SEWER

DETAILS

Approved Barrel Joint Seals are "O-Rings" and "Ram-Necks" -

Two Continuous Rings at all Joints

NOTES:

1. All new Manholes must be AASHTO M85 Type II Cement with Xypex Admix C-1000R

2. All Pipe Penetrations into Manhole Shall be Precast or Core Drilled with a Flexible Kor-N-Seal

Rubber Boot or Approved Equal, Installed

3. All Pipes must be Color Coded "Safety Green"

4. Doghouse Manholes are not Permitted

5. Flat top Manholes are not Permitted Unless Pre-Approved by City Engineer

6. All Connections to Manhole Shall be Water Tight

7. All Manhole Coring must be Witnessed by City Inspector

8. Install 18 Gauge 304 Stainless Steel Manhole Stormwater Inflow Abatement Insert (Dish/Pan).

9. See also City of Clearwater's Technical Specification Section IV

Min. 5" - Max. 15" (Clay Brick Chimney w/ 1/2" Cement)

Concentric Cone (Flat Cover on Shallow Manholes 0' to 4' Depth Only) with Prior City Engineering Approval

6" min. Wall Thickness Type II Acid Resistant Cement 4000 PSI

Grout Fill Opening with Non-Shrink Mortar

2' Joint in Pipe Entry (Typ.)

Replacing Existing Pipes with PVC Pipe Requires a Groutable Manhole Adapter Coupling by Flo Control, Inc., or Approved Water Stop Coupling, Witnessed by City of Clearwater Inspector

N.T.S.

Grout Flow Channel

2"/ft Min.

4' Min.

Steel Reinforcement

See Index No. 301 3'

5" Min.

15" Max.

Minimum 12" of #57 Rock Compacted

Extend 2' Around Manhole Beyond Edge of Structure

Cement Grout the Manhole Cover to the Top of Gussets

2" Min. - 3" Max.

Subgrade Prepared per City of Clearwater's Technical Specification Section IV, Series 401-2

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

302 2 3NEW PRECAST SANITARY MANHOLE DETAIL

OUTSIDE DROP 10/21/2019

300 SERIES:

SANITARY SEWER

DETAILS

Approved Barrel Joint Seals are "O-Rings" and "Ram-Necks" -

Two continuous Rings at All Joints

NOTES:

1. Precast Manhole Drop may be Approved by City of Clearwater Engineer - Shop Drawing Submittal Required

2. Drop Required for Pipes, Where Invert is 2' or Greater Above the Bottom of the Manhole

3. All new Manholes must be AASHTO M85 Type II Cement with Xypex Adminx C-100R

4. All Pipe Penetrations into Manhole Shall be Precast or Core Drilled with a Flexible Kor-N-Seal Rubber Boot or

Approved Equal, Installed

5. All Pipes must be Color Coded "Safety Green"

6. Doghouse Manholes are not Permitted

7. Flat top Manholes are not Permitted Unless Pre-Approved by City Engineering Department

8. All Connections to Manhole Shall be Water Tight

9. All Manhole Coring must be Witnessed by City Inspector

10. Install 18 Gauge 304 Stainless Steel Manhole Stormwater Inflow Abatement Insert (Dish/Pan)

11. See also City of Clearwater's Technical Specification Section IV

Min. 5" - Max. 15" (Clay Brick Chimney w/ 1/2" Cement)

Concentric Cone (Flat Cover on Shallow Manholes 0' to 4' Depth Only) with Prior City Engineering Department Approval

6" Min. Wall Thickness Type II Acid Resistant Cement 4000 PSI

Grout Fill Opening with Non-Shrink Mortar

2' Joint in Pipe Entry (Typ.)

Replacing Existing Pipes with PVC Pipe Requires a Groutable Manhole Adapter Coupling by Flo Control, Inc., or Approved Water Stop Coupling, Witnessed by City of Clearwater Inspector

N.T.S.

Grout Flow Channel

Poured Concrete Saddle

2"/ft Min.

4' Min.

Steel Reinforcement

See Index No. 301 3'

5" Min.

15" Max.

Minimum 12" of #57 Rock Compacted

Extend 2' Around Manhole Beyond Edge of Structure

Cement Grout the Manhole Cover to the top of Gussets

Subgrade Prepared per City of Clearwater's Technical Specification Section IV, Series 401-2

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

302 3 3EXISTING SANITARY MANHOLE DETAIL

10/21/2019

300 SERIES:

SANITARY SEWER

DETAILS

NOTES:

1. Any New Manhole Cores/Connections may Require a new Coating The new Coating will be Determined by City of Clearwater Inspector - See Note 2

2. Interior Shall be Strong Seal MS 2C, Raven 405 or Spraywall by Sprayroq

3. All Pipe Penetrations into Manhole Shall be Precast or Core Drilled with a Flexible Kor-N-Seal

Rubber Boot or Approved Equal, Installed

4. All Pipes must be Color Coded "Safety Green"

5. All Connections to Manhole Shall be Water Tight.

6. All Manhole Coring must be Witnessed by City Inspector

7. Install 18 Gauge 304 Stainless Steel Manhole Stormwater Inflow Abatement Insert (Dish/Pan)

8. Contractor to Replace Ring & Cover if Existing is in Poor Condition Which will be Determined by

City of Clearwater Inspector

9. See also City of Clearwater's Technical Specification Section IV

Min. 5" - Max. 15" (Clay Brick Chimney w/ 1/2" Cement)

Grout Fill Opening with Non-Shrink Mortar

2' Joint in Pipe Entry (Typ.)

Replacing Existing Pipes with PVC Pipe Requires a Groutable Manhole Adapter Coupling by Flo Control, Inc., or Approved Water Stop Coupling, Witnessed by City of Clearwater Inspector

N.T.S.

Grout Flow Channel

2"/ft Min.

4' Min.

See Index No. 301 3'

5" Min.

15" Max.

Extend 2' Around Manhole Beyond Edge of Structure

Cement Grout the Manhole Cover to the top of Gussets

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

303 1 1SANITARY SEWER LAMP HOLE

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

NOTES:

1. Lamp Holes Shall have a Waterproof Bituminous Coating on the Exterior, Koppers Bitumastic Black 300M, or Equivalent

2. Plug to be Plastic with "O" Ring or VC with "O" Ring

3. PVC Pipe Entry Requires Transite Manhole Coupling Accessory by Johns Manville or Equal Approved Water Stop Coupling

Square Bottom Permitted

Cement Grout As Required

At Terminal Lamp Hole

A A

9" When Roadway Base is 8" 7" When Roadway Base is 6" & all Other Cases 3'-0"

See Index No. 301

Clay Brick Masonary

1/2" Cement Plaster

8" Va rie s (3

' M ax

6"

8"

Cement Grout as Required

8" Stub

Plug (See Note)

6" Concrete Base 4'-0" # 3 Rods @ 12"

8"

6"

PLAN

N.T.S.

SECTION A-A

N.T.S.

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

304 1 2STANDARD CLEANOUT - SANITARY

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

Female Adapter - Charlotte Pipe And Foundry Company Part No. 101 Or Equal

NOTE:

Cleanout Plug Cover for Traffic Areas to be U.S. Foundry 7623 Or Equal

Cleanout Plug - Charlotte Pipe And Foundry Company Part No. 106 Or Equal

Concrete Pad - 8" Thick x 1'-6" Sq.

Two-Way Cleanout - Charlotte Pipe And Foundry Company Part No. 448 Or Equal

Sewer Lateral

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

304 2 2STANDARD TERMINAL END CLEANOUT - SANITARY

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

Female Adapter - Charlotte Pipe And Foundry Company Part No. 101 Or Equal

NOTE:

Cleanout Plug Cover for Traffic Areas to be U.S. Foundry 7623 Or Equal

Cleanout Plug - Charlotte Pipe And Foundry Company Part No. 106 Or Equal

Concrete Pad 8" Thick x 1'-6" Sq.

6" or 8"- 1/8 Bend

Plug

Sewer Main

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

305 1 3STREET LATERAL DETAIL

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER

City Owned and Maintained

Homeowner Owned and Maintained

6" Service Lateral

Main

Sidewalk

R/W

Double-Sweep Tee

Cleanout

Cleanout Lid Assembly to be Located Approximately 1 Foot Back of Right-of-Way

30"-36" or as Directed by the City Engineer

LATEST

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CITY OF CLEARWATER

2022 DESIGN STANDARDS

305 2 3EASEMENT AREA LATERAL DETAIL

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

Homeowner Owned and Maintained

ANY VARIANCE MUST HAVE WRITTEN APPROVAL OF THE CITY ENGINEER

City Owned and Maintained

30"-36" Or As Directed By The City Engineer

Easement Varies

6" Service Lateral

Double-Sweep Cleanout Tee

City Owned Main

City Owned Cleanout

36"

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

305 3 3SANITARY LATERAL LOCATIONS

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

LotR/W Line

Curb

2'

WM

Lot 10'

Side Lot Line (Typ.)

Lot

2' Joint in Pipe Entry

Sidewalk

Sanitary Lateral (Typ.) Curb

San. M.H.

NOTES:

1. Sanitary Laterals to be Within 10' of Center of Lot on Downhill Side of Center of Lot

2. Vertical and Horizontal Clearance Between Potable Water Main and Sanitary Sewer Lateral at each Intersection to be per FDEP Requirements (See F.A.C. Rule 62-555)

San.

Water Service (Typ.)

San. M.H.

Water Main Sidewalk

Lot Lot R/W LineWM

2'Lot 4'

The Street

For Vertical Clearance See Note 2 (Typ.)

For Horizontal Clearance See Note 2 (Typ.)

PLAN VIEW

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

306 1 1SAND OR LINT TRAP FOR

LAUNDROMATS OR SERVICE STATIONS 2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

1/2" Galv. Steel

4"x 8" One Eighth Bend Type Off-Set

4" Sanitary Tee

Grade

4" Clean OutSuitable Grate Cover to Rest on Edge

4" Conc. or Brick

4"

Inlet 12" 12"

48"

1' -0

SECTION

N.T.S.

PLAN

N.T.S.

ISOMETRIC VIEW

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

307 1 1GREASE INTERCEPTOR - 750 TO 1250 GALLON

2/22/2016

300 SERIES:

SANITARY SEWER

DETAILS

B

A

Precast Baffles 4" thick

Clear Access

Opening

Grout Both Sides

Slot Both Sides

Sampling Cell

(If Required)

Outlet

INTERCEPTOR CELL

Inlet

Vent Pipes Optional

Inspection Tee (Typ.)

3 LENGTH 1

3 LENGTH

1'-0" 3D

E D

C Precast Baffles

4" Thick

Locking Frame & Cover Air & Gas Tight

Outlet to Sanitary Sewer Main

1' 2"

Sampling Cell

(If Required)

INTERCEPTOR CELL

Inlet

1'

Top of Cover to Match Existing Grade/Paving

Where Applicable 6" or Larger

EB C DA

CAPACITY

GALLON

9'-0"

7'-0"

9'-0"

4'-8"

5'-0"

5'-0" 7'-2"

7'-0"

7'-2"

4'-2"

4'-3" 3'-11"

5'-2"

3'-10"

4'-10"

NOTES:

1. Concrete: 4500 PSI at 28 Day

2. Rebar: ASTM A615 Grade 60

3. Mesh: ASTM A815 Grade 65

4. Design: ACI3 18-83 Building Code ASTM C857 Minimum Structural Design Loading for Underground Precast Concrete Utility Structures

5. Loads: H-20 Truck Wheels w/30% Impact per AASHTO

6. Fill w/Clean Water Prior to Start up of System

7. Gray Water only, Black Water Shall be Carried by Separate Sewer

GENERAL NOTES:

1. The Interceptor System may Consist of Multiple Interceptor Cells, if Required Greater than 1250 Gallon Capacity

2. One Sampling Cell per System Shall be Installed at Outfall to Main, only if Required

3. Concrete Wall Coating Taking into Consideration the Water-Oil Mix

4. Contractor to Supply & Install all Piping and Sanitary Tee's, Clean-Outs for Cleaning Toward and Away from Interceptor (Alternate Dual Sweep Clean-Outs)

5. Contractor Shall Assure 2,500 PSI Minimum Soil Bearing Capacity at Bedding Elevation

INTERCEPTOR CELL SIZING CHART

PLAN VIEW

N.T.S.

SECTION VIEW

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

308 1 1TYPICAL AIR RELEASE VALVE

SANITARY SEWER APPLICATION 10/21/2019

300 SERIES:

SANITARY SEWER

DETAILS

Finish Grade

R/W

2" Ball Corp. Ball Valve (THD) with Brass Handle

2" Brass Pipe w/Upward Slope Toward Air Release Valve Assembly

Corp Stop (Ford FB 1000-4G, or Approved Equal)

Main

2" P.E. Tubing Off-set as Required, Colored Safety Green

Threaded Connection

2'-0" (Typ.)

(See Notes)

EOP 10'-0" (Min.)

(See Notes)

2" Combination Air Valve (H-TEC Fusion Bonded Epoxy Model #986, or Approved Equal)

10"Wx11"Dx28"H Polyethylene Enclosure Cover w/Locking HASP, Colored Safety Green.

(Water Plus Corp. Model #1D1128, ARVH2OGSPE, or Approved Equal)

2" Brass 90° Bend

2" Ball Valve

2" Poly Adapter

12" Above Grade

N.T.S.

#57 Rock Bed

2" Brass Pipe

3-Piece Adjustable Valve Box (No Substitutes)

NOTES:

1. Final Enclosure Shall be Coordinated with and Approved by City of Clearwater

2. Air Release Valve Enclosure Shall not be Located in Drainage Swale or Other Areas Where it is Subject to Submergence

3. Air Release Valve Enclosure Shall be Located Outside of Clear Recovery Zone

4. Downward Facing Elbow to be Screened

5. Insert Stiffeners at Corporation Stop and Curb

Stop Stiffeners Shall be Manufactured by Mars Company P.O. Box 830340, Ocala, FL 34483

6. See also City of Clearwater's Technical

Specification Section IV

3,000 PSI Concrete Slab to be a Min. of 3'x4'x6"

3'x4'x6" Concrete Pad

S E W E R

Colored Safety Green

CONCRETE PAD PLAN VIEW

N.T.S.

AIR RELEASE VALVE

4"

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

401 1 3POTABLE WATER MAIN SERVICE CONNECTION

3/2022

400 SERIES:

POTABLE WATER

DETAILS

Ductile Iron Service Saddle w/ Stainless Steel Band and Epoxy Coated Ductile Iron Body or Approved Equal.

NOTES:

1. Contractor to Stake Service Connections, Which are to be 2' From Side Lot Line on Either Side of Lot (See Index 401 Sheet 3 of 3) These Services to be Consistent Within the Subdivision

Driveways Shall not be Built over Meters or Service Taps Meters or Service Taps Shall not be Installed Within or Under Driveways

2. All Lines Shall be Chlorinated and Pressure Tested (Test for two hours @ 150 PSI) Under the Direction of the Construction Inspector

After Successful Completion of the Testing and Chlorination, Standard Operating Pressure Shall Remain on the System at all Times

3. 10' Separation Required Between Parallel Water & Sanitary Sewer Lines

4. Service Saddles Shall be Required for all Service Connections to Mains

5. Taps Should be made on a 45° Angle from Top of Pipe For Cover Less than 30", City of Clearwater Engineering Department Approval is Required

6. Minimum Distance Between Service Taps to not be Less than 36"

7. Minimum 5' Separation Between Potable & Reclaim Services - See Index. No. 501

8. Curb Stop to be Located Approx. 1' from the Back of Right-Of-Way

9. Insert Stiffeners at Corporation Stop and Curb Stop

10. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

Water Service Tubing, SDR 9, PE4710

1" Threaded Corporation Stop

2" Threaded Corporation Stop 2" Threaded Corporation Stop or approved equal. See Note 5

Curb Stop with Lock Wing and Compression Inlet (3

4" or 1" Use Meter Swivel Nut, 11 2" or 2" Use FIP Outlet) or Approved Equal

4" X 1" 90° Ell, Brass;

2" x 11

2" 90° Ell, Brass or 2" x 2" 90° Ell, Brass

1", 11 2" or 2" Comp x MIP Adapter

1", 11 2" or 2" 90° Ell, Brass

1"x 2", 11 2"x 2" or 2"x 2" 90° Nipple Brass

N.T.S.

Water Main

Rotatable Swing Joint to be Positioned to Eliminate Stress on Service Tubing - Swing Joint will not Obstruct Shut-Off Valve

45° Max. & 3' Min. Cover from Road Surface on 2"Taps (Deflect Main Down as Necessary, See Note 5)

Add 10 Gauge Tracer Wire

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

401 2 31"-2" WATER MAIN SERVICE LINE - TYPICAL SECTION

3/2022

400 SERIES:

POTABLE WATER

DETAILS

30" Min.

C L Ro ad w ay 12"-18"

Water Main

Sidewalk 1'

1'

R/ W

L in e

Curb Stop

18"Min.

1. PVC Casing Shall be 2x the Size of the Service Line and Appropriately Color Coded

2. PVC Conduit to be Between 18"-24" Below the Surface Measured from the Top of Face of Curb

3. Water Mains to be Min. 36" Below Grade and Approx. 4' from Back of Curb

4. Curb Stop to be Located Approx. 1' from the Right-Of-Way

5. Casing to be Continuous, 2' from Tap to 2' to Curb Stop

6. Connect 10 Gauge Tracer Wire with Tie Wraps at Corporation Stop and at Curb Stop.

Provide 1' Min. Excess Length of Tracer Wirein Meter Box

7. Insert Stiffeners at Corporation Stop and Curb Stop

8. Service Lines 90° from Main to Meter

9. See also City of Clearwater's Technical Specifications Section IV and Preferred Product List

See Note 6

See Note 6

2" PVC Casing

N.T.S.

10 Gauge Single Strand Blue Tracer Wire from Meter to Corporation Stop, Taped to Pipe Every 5'.

1" Min. SDR 9 PE4710 Blue Water Service Tubing in 2" PVC Conduit (Typ. 5/8" Meter) Threaded Corporation Stop

1" Min. (Typ.)

No Pack Joints Allowed (Typ.)

42" Max.

2'2' Sidewalk

1'

1'

R/ W

L in e

10 Gauge Single Strand Blue Tracer Wire from Meter to Corporation Stop Secured to Service Line

2'

NOTES:

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

401 3 3WATER METER AND SERVICE LOCATIONS

PLAN VIEW 3/2022

400 SERIES:

POTABLE WATER

DETAILS

Water Main

San.

2'

2'

Sanitary Lateral (Typ.)

Sidewalk

4'

Back of Curb

M.H.

10'

LC

R/W LineWater Meter

Lot Lot Lot

Back of Curb

Lot Lot

Water Meter

Side Lot Line (Typ.)

M.H.

R/W Line

Lot

NOTES:

1. See Index 401, Sheet 1 of 3, Note 2 Regarding Water Meter and Service Tap Locations Under Driveways

2. Vertical and Horizontal Clearance Between Potable Water Main and Sanitary Sewer Lateral at each Intersection to be per FDEP Requirements - See F.A.C. Rule 62-555

3. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

Water Service (Typ.)

N.T.S.

For Vertical Clearance See Note 2 (Typ.)

For Horizontal Clearance See Note 2 (Typ.)

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

402 1 2TYPICAL VALVE AND BOX SETTING

3/2022

400 SERIES:

POTABLE WATER

DETAILS

" M in

2"

M ax

De pt h of

C ov er fo r M ai ns

Mech. Joint Valve Restraining Joint

Pavement

12" 3000 PSI 2'x2'x6" Concrete Pad

NOTES:

1. Must Center Operation Nut in Box

2. Gate Valves Shall be Open Left Turn Only

3. Valve Key Extensions Required on Valves with Operator Nut over 3' Deep

4. Tracer Wire Required in all Applications Including on Ductile Iron Pipe and Colored "Safety Blue"

5. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

Water Main

Grass

DirtDirt

3"

Load from Valve Box is not to be Transferred to Riser 3-Piece Screw Type CI Valve Box

(4) 10 Gauge Solid Copper Wire

Inside Valve Box

Colored Safety Blue

12" 3000 PSI Concrete per Sidewalk and Driveway Specifications

Drill Hole in Valve Box for Wires

(2) 10 Gauge Tracer Wires - Wrapped with Nylon Straps to the Top Centerline of Pipe every 5'

SECTION VIEW

N.T.S.

ROADWAY/SIDEWALK INSTALLATION GREEN SPACE INSTALLATION

Base

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

402 2 2POTABLE WATER VALVE BOX

CONCRETE PAD PLAN VIEW 3/2022

400 SERIES:

POTABLE WATER

DETAILS

NOTES:

1. Extension on Valve Box Shall be set so as to Reserve 1/2 of the Adjustment Length for Future use

2. Valve Key Extension Required on Valves with Operator Nut over 3' Deep

3. Install 3" Brass Identification Disk in Concrete, per Detail Below

4. Terminate Insulated, Solid 12 Gauge Copper Tracer Wire at 12" Above Box Cover

5. Valve Box to be Centered in Concrete Slab Green Space only A Concrete Slab Shall not be Installed Where the Valve Box is Located Inside Pavement

6. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

Cover Inscribed WATER and Colored Safety Blue

3" Brass Identification Disk 2'x2'x6" Concrete Pad

W A T E R

Direction & Number of Turns to Open Valve

Type of Valve:

Butterfly, Gate, or Plug 4"

Expansion Joint Material on All Sides Adjacent to Concrete.

GATE VALVE

L-13

WATER

YEAR

3000 PSI Concrete (Min.) w/ No.4 Rebar Around Perimeter or No.6

WWF

3" Min.

18" Min.

2" Min.

Theft Proof Anchor Pin

Disc to be Embedded in Pad

Disc To Be Hanging in the Box Anchored to the Locating Wire

3" Min.

4"

4"

GATE VALVE

L-13

WATER

YEAR

WATER

WIRE ONLY

YEAR

Size of Valve

Year of Installation

Year of Installation

Type of Service

DISK-VALVE

N.T.S.

3" BRASS IDENTIFICATION

DISK-TRACER WIRE STATION

N.T.S.

3" BRASS IDENTIFICATION

IDENTIFICATION DISC EXAMPLE

CONCRETE PAD PLAN VIEW

N.T.S.

WATER VALVE BOX

OUTSIDE PAVEMENT

N.T.S.

INSIDE PAVEMENT

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

403 1 2RESTRAINED JOINT DETAIL

PVC AND DUCTILE IRON MAINS 3/2022

400 SERIES:

POTABLE WATER

DETAILS

DUCTILE IRON PIPE, FEET

24"

H-B

PIPE SIZE

DEAD END

PLUG & VALVE

20"

16"

12"

10"

8"

6"

4"

VU-B 98765432

VD-B 2017141110865

11.25°

H-B 181613119865

VU-B

VD-B 393428221916129

22.5°

H-B 37332722

VU-B

VD-B 8169584539322518

45°

H-B 9078655244372921

VU-B

VD-B 19416713910993785943

90°

181613119865

1916129

373327221916129

9078655244372921

19416713910993785943

19416713910993785943TEE

The Restrained Joint Pipeline Lengths Shown in these Tables are Calculated for a Single Fitting only Restrained Joint Pipeline Lengths Required for Combinations of Fittings Shall be Determined on a Case by Case Basis by the Engineer of Record Combinations of Fittings Would Include Vertical Offsets, Combined Vertical Offsets, Horizontal Offsets and Combined Horizontal Offsets as Defined in the DIPRA Design Guideline, "Thrust Restraints Design for Ductile Iron Pipe"

MINIMUM DESIGN CRITERIA

Bedding Type: 3 Design Pressure: 150 PSI Safety Factor: 1.5 Depth Of Cover: 3.0 FT Soil Designation: SM (Sand-Silt)

MINIMUM FOOTAGE OF PIPE RESTRAINT

H-B: Horizontal Bend VU-B: Vertical-Up Bend VD-B: Vertical-Down Bend

PVC PIPE, FEET

24"

H-B

PIPE SIZE

DEAD END

PLUG & VALVE

20"

16"

12"

10"

8"

6"

4"

VU-B 119866543

VD-B 28242016131196

11.25°

H-B 2118161211975

VU-B

VD-B 5648403127221712

22.5°

H-B 43383225

VU-B

VD-B 11599826555463525

45°

H-B 10491766052443324

VU-B

VD-B 2772381981551321118561

90°

2118161211975

22181410

4338322522181410

10491766052443324

2772381981551321118561

2772381981551321118561TEE

NOTES:

1. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

403 2 2RESTRAINED JOINT DETAIL

PVC AND DUCTILE IRON MAINS 3/2022

400 SERIES:

POTABLE WATER

DETAILS

The Following Joints Must Be Restrained In All Applications:

1. Bend - Inlet And Outlet

2. Tee - Inlet And Outlets

3. Offsets - Inlet And Outlets

4. Caps

5. Plugs

6. Dead Ends

7. Hydrant Runouts Shall Be Restrained As Dead Ends

L = Minimum Length to be Restrained on Each Side of the Fitting (Ft) Figures Based on 36" Bury Depth, 150 PSI Test Pressure Figures Apply to Poly Wrapped Pipe

Standard Push-On

Joints

Restrained Joints

Megalug Mechanical Joint Restraint (Typ.)

Re st ra in ed Jo in ts

To ta l L en gt h of R es tr ai nt

Fo r P ip es

Total Length of Restraint

For Pipes

Push-On Restrained Joint Gasket

(Typ.)(DI Pipe) Mechanical Joint ValveMechanical

Joint DI Fitting

Dead End Cap Or Plug

Restrained Joint

Standard Push-On Joint

NOTES:

1. Water Mains Larger than 12" will be Ductile Iron Pipe Only

2. For Lengths of Pipe and Number of Joints to be Restrained - see Table on Index No. 403, Sheet 1 of 2

3. Only Ductile Iron Pipe Fittings Shall be used at Joints to be Restrained Unless Otherwise Specified by the

Engineer of Record

4. Restrained Joint Lengths Shown were Calculated using the On-Line DIPRA Thrust Restraint Calculator Program Based on the DIPRA "Thrust Restraint for Ductile Iron Pipe"Design Guideline

5. All Restraints Shall meet the Specifications Defined in the City of Clearwater Technical Specifications

6. See also City of Clearwater Technical Specifications Section IV and Preferred Product List

Restraining Gasket (Typ.)

Joint Restraint (Typ.)

AutoCAD SHX Text L

L

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

404 1 1BLOWOFF DETAIL

3/2022

400 SERIES:

POTABLE WATER

DETAILS

6" x 4" Reducer PEX Mechanical Joint

90° Bend MJ x SLIP

Meter Box

4" Min., 12" Max.

4" x 2" Cap with 2" Brass Plug Attached by 4" Megalug Restraint

4" DIP

6" Resilient Wedge Gate Valve

Water Main NOTES:

1. Gate Valve Shall be Open Left Only

2. Tracer Wires Shall be Colored Safety Blue

3. In Load Bearing Traffic Areas, use 90 Degree Spigot

Inside Valve Box to Accommodate a Larger Composite Valve Box - Box Shall be set to Grade

4. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

N.T.S.

6" Min.6" Min.

2-10 Gauge Tracer Wires Taped to Side of Pipe Every 5'

17" x 30" CDR Tier 8 Box or Approved Equal 12"

2-10 Gauge Tracer Wires Taped to Outside of and into Valve Box Bottom

Drill Hole in Valve Box for Wires Termination of Wire

3-Piece Screw Type CI Valve Box

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

405 1 2TYPICAL DUAL PARALLEL METER SET

1" to 2" MODELS 3/2022

400 SERIES:

POTABLE WATER

DETAILS

(Typ.)

90° Brass Ell (Typ.)

Flow

Brass Tee (Typ.)

Meter

Flow

Approved Backflow Prevention Device

Water Meter Connection

Brass Nipple

Meter

Meter

90° Brass Ell (Typ.)

(Typ.)

FlowFlow

Brass Tee (Typ.)

Ball Valve Installed Below Grade By Owner

Ball Valve Installed Below Grade By Owner

Ball Valve Installed Below Grade

90° Brass Ell (Typ.)

90° Brass Ell (Typ.)

N.T.S.

2" Min.

2'

City of Clearwater Owned, Supplied and Maintained Customer Maintained

2'

2'2'

NOTES:

1. Parallel Device Installation is Employed Whenever it is Vital to Maintain a Continuous Supply of Water and Where Interruptions for Testing and Servicing Would be Unacceptable -Device must be Installed Level

2. Bottom of Reduced Pressure Zone (RPZ) Backflow Prevention Device Shall be set 12" Above Ground Elevation

3. Contractor must Purchase Meter and Backflow Preventer from City of Clearwater Customer Service Department (727-562-4600) -

City of Clearwater will Install

4. Minimum of 3' Clearance Around Device

5. All Piping for the Meter Setting Shall be Lead Free, SCH. 40 Brass Pipe Meeting ASTM B687, NSF STD. 61 for Drinking Water

6. All Fittings for the Meter Setting Shall be Lead Free, SCH. 40 Brass Fittings Meeting ASTM B584, NSF STD. 61 for Drinking Water

7. See also City of Clearwater's Technical Specification

Section IV and Preferred Product List

Ball Valve Installed Below Grade

TOP VIEW

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

405 2 2TYPICAL METER SETS W/BACKFLOW PREVENTERS

1-1/2" & 2" MODELS 3/2022

400 SERIES:

POTABLE WATER

DETAILS

Meter

Flow M ai n

Si de

12"

(Flanged)

Brass Nipple

Meter Flange

Cu st om er

S id e

Angle Valve (Flanged)

N.T.S.

NOTES:

1. Contractor must Purchase Meter and Backflow Preventer from City of Clearwater Customer Service Department (727-562-4600) - City will Install

2. All Piping for the Meter Setting Shall be Lead Free, SCH. 40 Brass Pipe Meeting ASTM B687, NSF STD. 61 for Drinking Water

3. All Fittings for the Meter Setting Shall be Lead Free, SCH. 40 Brass Fittings Meeting ASTM B584, NSF STD. 61 for Drinking Water

4. See also City of Clearwater's Technical Specification Section IV and Preferred Product List

Customer Connection Point

12"

Ball Valve

TOP VIEW

LATEST

REVISION

PUBLIC WORKS - ENGINEERING

CITY OF CLEARWATER

2022 DESIGN STANDARDS

406 1 1TYPICAL AIR RELEASE VALVE

POTABLE WATER APPLICATION 3/2022

400 SERIES:

POTABLE WATER

DETAILS

Finish Grade

R/W

2" Ball Corp. Ball Valve (THD) with Brass Handle

2" Brass Tubing Off-Set as Required and Colored Safety Blue

Brass Threaded Connection

2'-0" (Typ.)

(See Notes)

EOP 10'-0" (Min.)

(See Notes)

2" Combination Air Valve

2" Ball Valve

12" Above Grade

N.T.S.

3-Piece Adjustable Valve Box (No Substitutes)

2" Brass Pipe w/Upward Slope Toward Air Release Valve Assembly

10"Wx11"Dx28"H Polyethylene Enclosure Cover w/Locking HASP, Colored Safety Blue

2" Brass 90° Bend

#57 Rock Bed

2" Brass Pipe

3,000 PSI Concrete Slab to be a Min. of 3'x4'x6"

W A T E R

Colored Safety Blue

NOTES:

1. Final Enclosure Location Shall be Coordinated with and Approved by City of Clearwater

2. Air Release Valve Enclosure Shall not be Located in Drainage Swale or Other Areas Where it is Subject…