Integra Cove – ILH PD (SeaWorld)

Shop Drawing Submittal Tim Bayer & Jon

M. Hall Construction

Submittal 1 - Precast Storm & Sanitary

Submittal 2 – Storm, Water & Sanitary

Materials

Please note that some materials provided

were not shown in the Orange County

Standards and Construction Specifications

Manual list of approved manufacturers. It is the responsibility of the contractor to submit those

noted material specifications to the site inspector for final approval.

Poulos & Bennett, LLC

☐Reviewed ☒ Furnish as Corrected

☐Rejected ☐Revise and Resubmit This review is only for general conformance with the design contract of the project and general compliance with the information given in the Contract Documents. Our review and corrections or comments made on the shop drawings shall not relieve contractor or contractor’s sub consultants from compliance with the requirements of the plans and specifications, nor from contractor’s responsibility to provide materials that comply with the Contract Documents and the regulatory Agency’s requirements. Review of a specific item shall not include review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of contractor’s work with that of all other trades; and for performing all work in a safe and satisfactory manner. Date: 2/26/14 Initials: RAO

Submittal 1: Precast Storm & Sanitary Submittal Review

Structure ID Pipes Inv. Elev. Top Elev. Comments

MH1 Y Y Y Good

MH2 N Y Y Pipe from MH2 to MH3 should be SDR-26.

MH3 N N N See attached drawing regarding revised inverts and elevations. Pipe from MH2 to MH3 should be SDR-26.

MH4 Y Y Y Good

MH5 Y Y Y Good

MH6 Y Y Y Good

MH7 Y Y Y Good

MH8 Y Y Y Good

MH9 Y Y Y Good

MH10 Y Y Y Good

MH11 Y Y Y Good

MH12 Y Y Y Good

Structure ID Pipes Inv. Elev. Top Elev. Comments

D21 Y Y Y Good

D22 Y Y Y Good

D23 Y Y Y Good

D24 Y Y Y Good

D25 N Y Y 30" pipe shall be steel casing from Jack & Bore

D30 Y Y Y Good

D31 Y Y Y Good

D32 Y Y Y Good

D33 Y Y Y Good

D34 Y Y Y Good

D35 Y Y Y Good

D36 Y Y Y Good

SANITARY

STORM

Structure ID Pipes Inv. Elev. Top Elev. Comments

D37 Y Y Y Good

D40 Y Y Y Good

D41 Y Y Y Good

D42 Y Y Y Good

D43 Y Y Y Good

D44 Y Y Y Good

D45 N Y Y 24" RCP shall exit the 37" side wall while the 18" RCP shall exit the 24" side wall.

D46 Y Y Y Good

D47 Y Y Y Good

D48 Y Y Y Good

D49 Y Y Y Good

D50 Y Y Y Good

D50 Y Y Y Good

D51 Y Y Y Good

D52 Y Y Y Good

D53 Y Y Y Good

D3 N Y Y 30" pipe shall be steel casing from Jack & Bore

STORM

Submittal 2: Plumbing - Utility Pipe and Fittings

Item Comments

County Materials Corp. Pipe Check FDOT

TerraTex NO4 - Nonwoven Geotextile Good

Item Comments

PVC Gravity Sewer Pipe Good

Marking Tape Spec Good

GPK SDR 35 Fitting Good

Multi fittings Trench Tough Good

Item Comments

C-900 PVC Water Pipe Good

STAR Pipe Restraints Good

CCI Coleman Cable Good

Marking Tape Good

Smith Blair 623 Good

Mueller Wedge Tapping Valves Good

Mueller Super Centurion Hydrant Good

Ford Brass Saddle Style S90 Good

Meuller Ball Corp Valves Good

Mueller Ball Straight Service Valves Good

EndoPure Blue Good

WaterPlus Corp Sample Station Good

Wilkins DCDA Good

Griffin Ductile Iron Pipe Good

Mueller Gate Valves Good

STAR Valve Box Good

WAGCO Marker Good

Tyler Union Mechanical Joint Good

STAR PVC Stargrip Good

Custom Fab Pipe Not specified in Orange County standards

Tyle Union Flange Joint Not specified in Orange County standards

Series IBR In-Building Riser To be reviewed by MEP

STAR MJ Wedge Action To be Stargrip Series 4000 as specified in Orange County standards

Item Comments

PVC Reuse Pipe Purple Good

STAR Reclaimed Water Valve Box Not found in Orange County standards

STORM

SEWER

WATER

REUSE

FIRE

JON M. HALL COMPANY 1920 Boothe Circle, Suite 110

Longwood, FL 32750

Ph: 407-215-0410 Fax: 407-215-0411 Date:

LETIER OF TRANSMITIAL

01/03/14 'Job No:

13023 Attention:

To: Roger B. Kennedy, Inc.

1105 Kensington Park Drive

Altamonte Springs, FL 32714

Ph: 407-478-4500 Fax: 407-478-4501

Andrea Dinkins RE::

lntegra Cove Apartments

WE ARE SENDING YOU J;;; Attached r Under separate cover via ________ the following items:

J;; Shop Drawings r Prints r Plans I Samples r Specifications

r Copy of Letter r Change Order r _____________________ ~

COPIES DATE NO. DESCRIPTION

1 12/31/13 Precast sanitary and drainage box shop drawings

THESE ARE TRANSMITTED as checked below:

r For Approval r Approved As Submitted r Resubmit copies for approval ----r For Your Use I Approved As Noted r Submit copies for distribution ----r As Requested r Returned For Corrections r Return corrected prints ----!¥'"For Review and Comment r

-------------------------------~

r FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO us

REMARKS ------------------------------------------~

COPY TO: File ------------------~

INTEGRA COVE APARTMENTS PRECAST SHOP DRAWINGS - NOTES

1. 023, 030, 047 are drawn at different orientation to construction plans.

2. 045 is submitted with a noted correction shown on the shop drawing.

3. MHl, MH3 cannot be precast as designed. Please review.

®GoCID~ CIDc:::F~~fJDiJ@

SS 0-fl ~ LJUiJ Ej QQc=-a 1 D FOR:

lnte9r1 Cove Apartments

NOTE : PLEASE VERIFY COVER LETTERING PRIOR TO ORDERING OF CASTINGS

Submitted : 12/31/2013

MACK CONCRETE INDUSTRIES ASTATULA, FLORIDA (352) 742-2333

SHOP DRAWINGS

MACK CONCRETE USES A COMPUTER PROGRAM TO GENERA TE OUR SHOP DRAWINGS. AS A RESULT OF THE WAY THIS PROGRAM WORKS, WE MAKE THE FOLLOWING ADJUSTMENTS, AND DEFINITIONS.

CURB INLETS: EDGE OF PAVEMENT ELEVATIONS ARE CHANGED TO TOP

ELEVATIONS BY ADDING 0.375 FT. · THROAT ELEVATIONS ARE CHANGED TO TOP

ELEVATIONS BY ADDING 0.58 FT.

OVERALL HEIGHT SHOWN ON THE DRAWING, IS FROM THE TOP OF THE COVER OR GRATE, TO THE BOTTOM OF THE BASE SLAB.

WEIGHT SHOWN ON THE DRAWING IS Tl-IE TOTAL WEIGHT OF THE STRUCTURE INCLUDING THE RING & COVER OR GRATE.

CATCH IS THE SUMP.

INVERT 1 IS ALWAYS( O ) DEGREES ON ROUND STRUCTURES. All OTHER HOLES ARE REFERENCED FROM IT.

SHORT WALL IS ALWAYS( 0) DEGREES ON RECTANGULAR STRUCTURES. All OTHER HOLES ARE REFERENCED FROM IT.

UP IS THE DISTANCE FROM THE INSIDE FLOOR, OF THE STRUCTURE, TO THE BOTTOM OF THE HOLE.

ABBREVIATIONS:

F.T. = FLAT TOP F.B. = FLAT BOTTOM P.l.P.= POURED IN PLACE CONC. = CONCENTRIC ECC = ECCENTRIC T.S. = TOP SLAB C.I. = CURB INLET E.L. = EXTENDED BASE LIP

To Whom It May Concern:

This letter is to certify that any and all precast reinforced concrete manhole sections, inlets, catch basins, wetwells. endwalls, etc. manufactured by Mack Concrete Industries, Inc., meet and/or exceed the current Florida Department of Transportation and ASTM C-478 specifications and Type I/II Cement meets ASTM C-33 and AST C-150.

Sincerely,

Greg _Knotts Mack Concrete Industries Inc.

Notary:

Notary Public Stale of Florida Penny Sturdevant My Commission EE096330 Expirea 05123/2015

t11,,t, 11i '''1''' ''"'' 11n 23902 County Road 561 - PO Box 157 ~ Astatula, FL 34705 - 800-482-6225 pfione - 352-742-0799 fax

www.mackconcrete.com

PRODUCT DATA S H E E T

DESCRIPTION

Xypex is a unique chemical treatment for the water­proofing, protection and improvement of concrete. XYPEX ADMIX C-1000 is added to the concrete mix at the time of batching. Xypex Admix C-!000 consists of portland cement, very fine ~eated silica sand and various

active, proprietary chemicals. These active chemicals react with the moisture in fresh concrete and with the by-products of cement hydration to cause a catalytic reaction which generates a non-soluble crystalline formation throughout the pores and capillary tracts of the concrete. Thus the concrete beco1nes permanently sealed against the penetration of water or liquids from any direction. The concrete is also protected from deterioration due to harsh environmental conditions.

XYPEX ADMIX c-sERIES

The Admix C-Series has been specially formulated _to meet varying project and temperature conditions. Xypex Admix C-500 is specifically formulated to meet modern concrete practices that incorporate additives such as fly ash and slag. For inost concrete mix designs adding the Admix C-500 will have minimal or no effect on setting time. Xypex Admix C-1000 is designed for typical Po1tland cement-rich concrete, where normal to a mild retarded set is desired. Xypex Admix C-2000 is designed for projects where extended retardation is required due to high ambient ten1peratures or long ready-mix delivery times. See Setting Time and Strength for inore details. Consult with a Xypex Technical Representative for the n1ost appropriate Xypex Admix for your project.

RECOMMENDED FOR:

• Reservoirs

• Sewage and W'"ater Treannent Plants

• Secondary Containment Structures

• Tunnels and Subway Systems

• Underground Vaults

• Foundations

• Parking Structures • Swimming Pools

• Pre-Cast Components

ADMIXl'"'IS l•I•I•l

ADVANTAGES

• Resisrs extreme hydrostatic pressure fro1n either positive or negative surface of the concrete

• Become._c; an integral part of the substrate

• Highly resistant to aggressive chemicals • Can seal static hairline cracks up to 0.4 mm • Allows concrete to breathe

• Non-toxic • Less costly to apply than most other methods • Permanent • Added to the concrete at time of batching and

therefore is not subject to climatic restraints • Increases flexibility in construction scheduling

PACKAGING

Xypex Admix C-1000 is packaged in 20 lb. (9.1 kg) pails, 60 lb. (27.2 kg) pails and 50 lb. (22.7 kg) bags. Admix C-1000 is also available in cartons containing 10 lb. (4.5 kg), 12 lb. (5.5 kg), and 15 lb. (6-8 kg) soluble bag..:;;. For specific projects, contact the inanufac­turer for availability of custom sized packaging.

STORAGE

Xypex products must be stored dry at a minimum temperature of 45°F (7°C). Shelf life is one year wheu stored under proper conditions.

DOSAGE RATES

XypexAdmix C-1000: 2% - 3% by weight of cement XypexAdmix C-1000 NF (No Fines Grade): 1%-1.5% by weight or ceu1ent

Note: Under certain conditions, the dosage rate for No Fines Grade may be as lo\v as 0.8% depending on the quantity and type of total cementit_ious n1aterials.

Consult with Xypex's Technical Department for assistance in detern1ining the appropriate dosage rate and for further information regarding enhanced chemical resistance. optimum concrete performance, or meeting the specific requirements and conditions of your project.

Concrete Waterproofing by Crystallization"' DAT-ADM I REV-12--04

J

TEST DATA PERMEABILITY

U.S. Army Corps of Engineers CRO C48-73 "Perrneabilfty of

Concrete" Aviles Engineering Corp., Houston, USA

Two concrete samples cont.aining Xypex Admix at 3°'6

and 5% respectively. and an untreated control sample were tested for water permeability: Both the treated and

untreated samples were subjected to a pressure of 150 psi (350 ft waterhead). Results showed moisture and permeated water throughout the untreated sample after 24 hours. However, the Xypex Admix samples showed no leakage, and waler penetration of only 1.5 mm after J 20 hours (5 days).

U.S. Army Corps of Engineers CRO C48-73 "Perrneabifity of Concrete" Setsco Services, Pte Ltd, Singapore

Six Xypex Admix-treated and six untreated concrete samples were tested for water permeabilil): Pressure was

gradually increased over five days and then maintained at 7 bars (224 ft. waterhead) for 10 days. While the six

reference samples showed water leakage beginning on the fifth day and increasing throughout the test period, the XypexAdmix samples showed no water leakage at any time

during the test

DIN 1048 'Water lmpermeabilrty of Concrete" DlCTU S.A. Dept. Of Engineering and Construction Mgt., Santiago, Chile

Concrete samples 120 mm thick containing X ypex Admix were tested with the same size reference sa1nples

for water impenneability. Samples were subjected to hydrostatic pressure for 28 days. Water totally perme­

ated the untreated samples but no water penetration was detected in any of the Xypex Admix~treated samples.

COMPRESSIVE STRENGTH ASTM C 39 "Compressive Strength of C0indrical Concrete Specimens" HBT Agra, Vancouver, Canada

Concrete samples containing Xypex Admix at various dosage rates (1 %, 2% and 5%) were tested against an

unrreated concrete control sample. Compressive strength

test results after 28 days indicated a significant strength increase in the samples incorporating Xypex Admix. The compressive strength increase varied between 5°,t, and

20% (depending on the Xypex Admix dosage rate) over

that of the reference sainple.

ASTM C 39 "Compressive Strength of Cylindrical Concrete Specimens" Kleinfelder Laboratories, San Francisco, USA

At 28 days, the compressive strength test of the concrete containing Xypex Admix measured 7160 psi as compared

to the reference sample at 6460 psi (a 10% increase).

X Y PE X A D M I X C-1000

CHEMICAL RESISTANCE J!S "Chemical Durability Test" Japanese Lhility Company, Jn-house Test Report, Tokyo, Japan

Concrete samples containing Xypex Admix were tested

against five samples containing other adnrixtures and

against a control sample, to determine resistance to corro­

sion and deterioration ca.used by contact with aggressive

chemicals. All samples \Vere soaked in a 5% sulfuric acid

solution at 20°C for six months. Various evaluations and

measurements were assessed every month during the test period, including: photographic comparisons, relative dynamic modulus of elasticity, percentage change in

length, weight and flexural rigidity. Although the Xypex

Admix sample was subjected to acid conditions \Veil

outside its published range, the results confirmed Xypex

with the best performance among the seven samples tested.

"Sulfuric Acid Resistance Test" Aviles Engineering Corporation, Houston, USA

Concrete samples containing Xypex Admix at different dosage rates (3%, 5°i6 and 7%) were tested against untreated control sa1nples for Sulfuric acid resistance. After immer­

sion in the Sulfuric acid, each sample was tested for weight loss on a daily basis until a weight loss of 50% or a definite response tr~nd was obtained. The percentage weight loss of the samples containing Xypex Admix

tested significantly lower than the conn·ol samples.

~sulphate Resistance Test" Tayvvood Engineering Ltd.,

Perth, Australia

X ypex Admix-treated concrete sainples were imlnersed in an ammonium-sulphate solution and tested for

"resistance in a harsh environment". The performance of

the Xypex-Crystalline-Technology was compared with five other concretes, including one containing a sulphate­

resistant cement. Each of the test samples was cured for

seven days and then placed in an ammonium-sulphate

solution (132 &'ll for 180 days. The rate of corrosion

was determined by measuring weight loss, and length

change was noted on a weekly basis. The Xypex­

Crystalline-Technology substantially improved concrete perfonnance as compared to the reference concrete and

tested very similar to the sulphate-resistant concrete. The

Xypex Admix-treated samples also provided the highest

level of protection as measured by change in length.

FREEZE/THAW DURABILITY

ASTM C 666 "Freeze/Thaw Durability'' Independent Laboratory, Cleveland, USA

After 300 freeze/thaw cycles, the Xypex Admix-treated

samples indicated 94% relative durability.

P R 0 D U C T DAT A

POTABLE WATER EXPOSURE

NSF 61 "Drinking Water System Component-Healtt1 Effects" NSF International, Ann Arbor, USA

Exposure testing of potable water in contact with Xypex­

treated samples indicated no harmful effects.

DIRECTIONS FOR USE

Xypex Admix C-1000 must be added to the concrete at the time of batching. The sequence of procedures for addition will vary according to the type of batch plant

operation and equipment:

I. READY MIX PLANT - DRY BATCH OPERATION Add

Xypex Admix in powder form to the drum of the

ready-mix truck. Drive the ready-1nix truck under the batch plant and add the balance of the materials in accordance 'With standard concrete batching practices. Mix materials for a minimum of 5 minutes to ensure that the Xypex Admix has been thoroughly dispersed throughout the concrete.

2. READY MIX PLANT - CENTRAL MIX OPERATION Mix

Xypex Admix 'With water to form a very thin slurry

(e.g. 15 - 20 lbl6.75 - 9 kg of powder mixed with 3 gallons/13.6 litres of water). Pour the required amount of material into the drum or the ready-mix truck. The aggregate, cement and water should be batched and mixed

in the plant in accordance with standard practices (taking into account the quantity of water that has already been placed in the ready-mix truck). Pour the concrete into the

truck and mix for at least 5 minutes to ensure even

distribution or the Xypex Admix throughout the concrete.

3. PRECAST BATCH PIANT Add Xypex Admix to the rock

and sand, then mix thoroughly for 2 - 3 1ninutes before

adding the cement and water. The total concrete mass

should be blended using standard practices.

Notes: 1. It is important to obtain a ho1nogeneous 1nixture of

Xypex Admix with the concrete. Therefore, do not add

dry Admix powder directly to wet concrete as this may cause clumping and thorough dispersion will not occur.

2. Concrete containing the Xypex Admix does not preclude the requirement for design of crack control,

consrruction joint detailing and measures for repairing

defects in concrete (i.e. honeycombing, tie holes, cracks

beyond specified limits).

For further information regarding the proper use of Xypex Admix for a specific project, consult with a Xypex

Technical Representative.

SETTING TIME AND STRENGTH

The setting time of concrete is affected by the chemical and

physical composition of ingredients, temperature of the

concrete and climatic conditions. Xypex Admix C-1000 is

designed for typical Portland cement-rich concrete, where

normal to a mild retarded set is desired. Concrete contain­

ing the Xypex Admix C-1000 may develop higher ultimate srrengths than plain concrete. Trial mixes should be carried out under project conditions to determine the setting time

and strength or the concrete dosed with Xypex Admix C-1000. Consult with a Xypex Technical Representative

for the most appropriate Xypex Admix for your project.

LIMITATIONS

\Vhen incorporating Xypex Admix, the temperature

of the concrete mix should be above 40"F ( 4°C).

TECHNICAL SERVICES

For more instructions, alternative installation methods, or

information concerning the compatibility of the Xypex treatment with other products or technologies, contact the Technical Services Department of Xypex Chemical Corporation or your local Xypex Representative.

SAFE HANDLING INFORMATION

Xypex is alkaline. As a cementitious powder or mixture, Xypex may cause significant skin and eye irritation.

Directions for treating these problems are clearly detailed on all Xypex pails and packaging. The Manufacturer also

maintains .comprehensive and up-to-date Material Safety

Data Sheets on all its products. Each sheet contains health and safety information for the protection of \VOrkers and customers. The Manufacturer recommends

you contact Xypex Chemical Corporation or your local

Xypex representative to obtain copies or Material Safety

Data Sheets prior to product storage or use.

WARRANlV

The Manufacturer warrants that the products manufac­tured by it shall be free from material defects and will be consistent with its normal high quality. Should any of

the products be proven defective, the liability to the

Manufacrurer shall be limited to replacement of the product

ex factory: The Manufacturer nukes no warranty as to

merchantability or fitness for a particular purpose and

this warranty is in Heu of all other warranties expressed

or implied. The user shall determine the suitability of the product for his intended use and assume all risks and

liability in connection therewith.

Stainless Steel Korband

Reinforced Nylon Wedge

KOR-N-SEAL® I & II FLEXIBLE PIPE-TO-MANHOLE CONNECTORS

SPECIFICATION SHEET

Stalnless Steel Pipe Clamp

EPDM

Rubber Connector

KOR-N-SEAL I - WEDGE KORBAND CONNECTOR ASSEMBLY

Install Kor·N·Seal I • Wedge Korband With Socket Wrench & Torque Limiter

NPC Inc. 250 Elm Street P.O. Box 301 Milford, N.H. 03055, U.S.A.

Tel: (603) 673-8680 (800) 626-2180 Fax: (603) 673-7271

Install Kor·N·Seal II· Wedge Korband With Standard Torque Wrench

Install Pipe Clamp(s) With T-Handle Torque Wrench

Form SKNS 4/96

Tel:

KOR-N-SEAL ®I

0 KORBAND

S.S. Series 304, 16 Gauge CONNECTOR

EPDM, Durometeroc43

1 As

l

Suggested Hole Size Range

Connector Pipe O.D. Range

Inches

P/N Inches A

S106-12BWP 5.75 to 7.00 12.00 to 12.20

S106-12AWP 7.00 to 8.50 12.00 to 12.20

S106-12WP 8.25 to 9.75 12.00 to 12.20

S106-14AWP 9.50 to 11.25 14.00 to 14.20

S106·16BWP 9.50 to 11.25 15.95 to 16.15

S106-16AWP 11.25 to 13.00 15.95 to 16.15

S106-16WP 13.00 to 14.20 15.95 to 16.15

S106-20BWP 14.00 to 15.50 19.95 to 20.10

S106-20AWP 15.50 to 17.00 19.95 to 20.10

S106-20WP 17.00 to 18.15 19.95 to 20.10

S106-22WP 17.75 to 19.25 21.95 to 22.10

S106-24WP 19.60 to 21.10 23.95 to 24.10

- WEDGE KORBAND Installation Chart

0 PIPE CLAMP

S.S. Series304, Qu;ck-Connect

Connector Dimensions Inches Pipe Clamp

P/N B c D

10.30 6.50 8 1-128

10.30 8.00 8 1-180 10.30 9.25 8 1-180

1.2.25 10.50 8 I-190

14.30 10.50 8 1·190

14.30 12.25 8 1·218 14.30 14.00 8 1-242

18.25 15.00 8 J-:306 18.25 16.50 8 1-306 18.25 18.00 8 1-306

20.25 18.75 8 1-318

22.25 20.60 8 I-348

KOR·N-SEAL - S406 SERIES (Wall Thickness .312 Inch [8 mm))

Hole Size Range connector Dimensions

Connector Suggested Inches Inches Pipe Clamp Pipe O.D. Range

P/N Inches A B c D PIN

S406-10AWP 6.00 to 6.75 10.00 to 10.20 8.30 6.50 6 1-128 S406-10WP 7.50 to 8.20 10.00 to 10.20 8.30 8.50 6 1-180 S406-101/2AWP 6.00 to 6.75 10.50 to 10.70 8.80 6.50 6 1-128 S406-101/2WP 7.50 to 8.70 to.so to 10.70 8.80 8.50 6 1-180

S406-12CWP 6.00 to 7.00 12.00 to 1220 10.30 6.50 6 1-128 S406-12BWP 6.25 to 7.50 12.00 to 12.20 10.30 7.00 6 1-128 S406-12AWP 7.50 to 9.00 12.00 to 12.20 10.30 8.50 6 1-180 S406-12WP 9.00 to 1020 12.00 to 12.20 10.30 10.00 6 1-180

Suggested pipe O.D. range comes from field experience. Refer to Recommended Pipe Installation Procedure.

CAUTION

• All stubs awaiting pipe installation at a later date must be restrained .

• Assure that a proper backfill material ;s used in adverse conditions .

• Prior to any critical usage, contact NPC Customer Service 800-626-2180 .

NPC INC. 250 Elm Street P.O. Box 301 Milford, N.H. 03055, U.S.A.

~: 603-673-8680 800-626-2180 Mani4actured under !he lollowlng Patents:

~,F4Li" U.S.: 3.858,313 5.431.459 CAN.: 1,030,181

Fax: 603-673-7271 U.K.: 1.526.123 EU/GER; 0,498,110 JAP.: l.087,391 SEL~ 841.404 AUSTL.: 509,025

KOR-N-SEAL ®I - TOGGLE KOR BAND Installation Chart

0 KORBAND CONNEC7VR

o __ S.S. Series 304, Quick Connect

~'

Suggested Hole Size Range Connector Dimensions Connector

PipeO.D. Range Inches Inches Pipe Clamp

PIN Inches PIN A 8 c D

5106-7T 3.50 - 4.50 6.995 - 7.055 6.125 4.50 6 1-ao

S406-10AT 6_00 - 6.75 10.055 - 10.145 6.500 6.50 6 1-126

S406-10T 7_50 - 6.40 10.055 - 10.145 6.500 8.50 6 1~180

5406-101/2AT 6.00 - 6.75 10.525 - 10.615 9.000 6.50 6 1-126

5406-1 0 1 /2T 7.50 - 8-90 10.525 - 10.615 9.000 8.50 6 l-180

S406-12CT 6.00 - 7_00 12.040 - 12.130 10.625 6.50 6 1-128

5406-12BT 6.25 - 7.50 12.040 - 12.130 10.625 7.00 6 1-128

5406-12AT 7.50 - 9.00 12.040 - 12.130 10.625 8.50 6 I-180

S406-12T 9.00 - 10.50 12.040 - 12.130 10.625 10.00 6 l-180

5106-16BT 9.50 - 1125 15.975 - 16.070 14.625 10.50 8 1-190

5106-16AT 11.25 - 13.00 15.975 - 16.070 14.625 12.25 8 1-218

5106-16T 13.00 - 14.50 15.975 - 16.070 14.625 14.00 6 1-242

Suggested pipe O.D. range comes from field experience. Refer to Recommended Pipe /nsta//ation Procedure.

NPC Inc. 250 Elm Street P.O. Box 301 Milford. N.H. 03055, U.S.A.

Tel: 603-673-8680 800-626-2180 Fax: 603-673-7271

CAiJT/ON

• All stubs awaiting pipe instaUalion at a later date must bs reslrainsd.

• Assure that a proper backfill ma/l!Jrial is used in adverse condibOns.

• PnOr to anycrib"cal usage, contactNPC Customer Service 800-626-2180.

Manulac1urod undar 1tw following Pa1en1s: U.S.: 3,958.313 CAN.· 1,030,181 UK: 1,526,123 JAP.: 1,087,391 BEL: S.41,404 AUS'Tl.: 509,025 Form No. ICKS1TIC87

Sheet2 of2

KOR-N-SEAL® II FLEXIBLE CONNECTOR Installation Chart

~o S.S. Series304, 14 Gauge

Suggested Connector PipeO.D. Range

PIN Jn ch es

S206·18L 15.00 - 15.625

8206-22 17.625 - 19.000 S206-22L 19.000 - 19.625

* S206·24A 18.00 - 19.500

8206·24 19.625 - 21.000 S206·24L 21.000 - 21.625

8206-26 21.625 - 23.000 S206.26L 23.000 - 23.625

8206-28 23.625 - 25.000 S206-28L 25.000 - 25.625

8206-30 25.325 - 27.000 S206-30L 27.000 - 27.625

8206-32 27.625 - 29.000 S206-32L 29.000 - 29.625

S206-34 29.625 - 31.000 S206-34L 31.000 - 31.625

S206-36 31.625 - 33.000 S206-36L 33.000 - 33.625

S206-38 33.625 - 35.000 S206-38L 35.000 - 35.625

S206-40 35.625 - 37.000 S206-40L 37.000 - 37.625

S206-42 37.625 - 39.000 S206-42L 39.000 - 39.625

S206-44 39.625 - 41.000 S206-44L 41.000 - 41.625

S206-46 41.625 - 43.000 S206-46L 43.000 - 43.625

S206-48 43.625 - 45.000 S206-48L 45.000 - 45.625

S206-SO 45.000 - 45.625 S206-50L 45.625 - 47.000

S206-52 47.000 - 47.625 S206-52L 47.625 - 49.000

5206·54 49.000 - 49.625 S206·54L 49.625 - 51.000

*Molded

I Special Sizes Quoted Upon Request. 50 inch Connectors and up have 2 Wedges or more.

NPC Inc.

·•

CONNECTOR 0 __ (O) EPOM, Durometer...-43 S.S. Series 304, Quick·Connect

Hole/Connector Dimensions Inches Pipe Clamp

A B c D Qty P/N

17.98 - 18.13 15.875 16 10.50 2 !·282

21.98 - 22.13 19.875 19 10.50 2 J-:318

20 2 I-348

23.98 - 24.13 21.875 18.75 12.00 4 I-180

21 23.98 - 24.13 21.875 22 10.50 4 I-180

23 4 l-190 26.00 - 26.20 23.875 24 10.50 4 I-218

25 28.00 - 28.20 25.875 26 10.50 4 1·218

27 10.50

4 1·218 30.00 - 30.20 27.875 28 4 !-242

29 10.50 32.00 - 32.20 29.875 30· 4 1·242

34.00 - 3420 31.875 31 32 10.50 4 1·258

36.00 - 36.20 33.875 33 34 10.50 4 !·282

- 38.20 35.875 35

10.50 4 1·282

38.00 36 4 I-306

37 40.00 - 4020 37.875 38 10.50 4 I-306

42.00 - 42.20 39.875 39

10.50 4 I-318 40 4 I-348

41 44.00 - 4420 41.875 42 10.50 4 I-348

46.00 - 46.20 43.875 43 44

4 I-348 10.50 6 1-242

- 48.20 45 .. 875 45

10.50 6 I-242 48.00 46 6 1·258

50.00 - 50.25 47.250 47 48 10.50 6 1-258

52.00 - 52.25 52.250 49 10.50 6 1·282

50

54.00 - 54.25 54.250 50 51 10.50 6 1·282

'

Double Wedge is available for 22 to 48 inch sizes, but .500 inches must be subtracted from the ·s" dimension thus limiting your pipe O.D. range by .500 inches. The Double Wedge is not available on the "L" connectors.

CAUTION 250 Elm Street P.O. Box 301 Milford. N.H. 03055. U.S.A.

Tel: 603-673-8680 800-626-2180

• All stubs awaiting pipe installation at a later date must be rostrained. , • Assure Iha! a proper backfill matetial i's used in adverse condlllOns.

Fax: 603-673-7271 • Prior lo any critical usage, con/act NPC Customer Service 800-626-2180.

KOR-N-SEAL® I & II SPECIFICATIONS

PERFORMANCE

Head Pressure C923·7.1 10 psi (23 ft) for 10 min. +10 psi for 10 min.

Deflection Test C923- 7.2.2 7° in any direction Over 7° in any direction

Load Test C923 • 7.2.3 150 lbs/in. pipe dia. Over 150 lbs/in. pipe dia.

Performed on all sizes of Kor-N-Seal Connectors with no leakage occurring initially nor during the 24 hour test period.

RESILIENT EPDM RUBBER Conforms lo ASTM C923

Chemical Resistance

N Sulfuric Acid

N Hydrochloric Acid

Tensile Strength

Elongation at Break

Hardness

Accelerated Oven-aging

Compression Set

Water Absorption

Ozone Resistance

Low-temperature Brittle Point

Tear Resistance

INTERNAL KORBAND

0543, at 22°C for 48 h

D412

02240 (shore A durometer)

0573 70 ± 1 °C for 7 days

0395, method B, at 70°C for 22 h

0471, immerse 0.75 by 2-in.

specimen in distilled

water at 70°C for 48 h

D1149

D746

0624, method B

Conforms lo ASTM C923 and ASTM A 167

No weight loss

No weight loss

1200 psi

350%min.

± 5 from the manufacturer's

specified hardness

Decrease of 15°.k, max. of original

tensile strength, decrease of

20% max. of elongation

Decrease of 25o/o, max. of original deflection

Increase of 1 Oo/o, max. of original

by weight

Rating O

No fracture at -40°C

200 lbf/in.

No weight loss

No weight loss

1580 psi

500%

43 ± 5

10.1o/o tensile decrease

14.0% elongation decrease

13°/o decrease

.8% increase

Rating O

No fracture at-40°C

No tear at 210 lbf/in.

Korband Assembly with toggle-type expander is manufactured of 304 series non-magnetic stainless steel. Korband Assembly with wedge-type expander is manufactured of 304 series non-magnetic stainless steel. The Kor-N-Seal I wedge assembly is manufactured from reinforced nylon.

EXTERNAL PIPE CLAMP Conforms to ASTM C923 and ASTM A 167

External take-up clamps are manufactured of 304 series non-magnetic stainless steel. The bolt assembly is manufactured of 305 Series non-magnetic stainless steel.

NPClnc. 250 Elm Street, P. 0. Box 301, Milford, NH 03055 U.S.A.

Tel: (800) 626-2180 (603) 673-8680 Fax: (603) 673-7271

GENERAL CHEMICAL RESISTANCE OF EPDM VERSUS SBR RUBBER1

ASTMD1418Designation EPDM

Chemical Name Ethylene Propylene Diene Monomer

CHEMICAL GROUP: Ethylene, Propylene, Copolymer,lsopolymer

GENERALLY RESISTANT TO: Animal and Vegetable Oils,Ozone, Strong and Oxidizing Chemicals

GENERALLY ATTACKED BY: Mineral Oils and Solvents, Aromatic HydrocarbonsGreases, Most Hydrocarbons

SBR

Styrene Sutadiene

Poly, Butadiene, Styrene, copolymer

Most Moderate Chemicals - Wet or Ory, Organic Acids, Alcohols, Ketones, Aldohydes

Ozone, Strong Acids, Fats, Oils

PROPERTY COMPARISONS OF EPDM VERSUS SBR RUBBER'

ASTM 01418 Designation EPDM SBR Chemical Name Ethylene Propylene Olene Monomer Styrene Butadiene

PHYSICAL

Density (grn/cm3 ) 0.86 Hardness range (Shore A) 30-90 Permeabllityto gases c Electrical resistivity A Odor B Taste B Nonstaining B Bond ability B

MECHANICAL

Tensile strength (max psi) 3.000 Abrasion resistance B Flex resistance B Tear resistance c Impact resistance B Deformation capacity B Elasticity B-A Resilience B Creep, stress relaxation C-B

THERMAL

Recommended max temp (°C) 125 Low-temp stiffening B Heat-aging resistance A Flame resistance D

RESlfil8NQE TO

Weather A Oxygen A Ozone A Radiation B Water A Steam A Alkali dll/conc NA Acid dil/conc NA Oil, gasoline, kerosene NR Benzene, Toluol NR Animal, vegatabJeoils B Oxygenated solvents B-A Halogenated solvents NR Alcohol B-A Synthetic lubes (diester) NR Hydraulictluids

Silicates c Phosphates c

A= Excellent 8 =Good C =Fair D = Poor NR =Not Recommended

Source: 1CHEMICAL ENGINEERS' HANDBOOK, "Table 8 - General Chemical Resistance of Various Elastomers", Fifth Edition, McGraw-Hill Book Company, New York etal.

2MACHINE DESIGN Magazine, "Section 4 Elastomers, Rubbers", April 15, 1982, p.204

0.94 40-100

c A B

C-B D-B

A

3.500 A B c A B B B B

100 c B D

C-B B

C-D B

B-A c

C-B/C-8 C-BIC-B

NR NR D-B

B NR

B NR

B B

~ .EAL/"

Form PTEPDM 4199

SPECIFICATION

FLEXIBLE PIPE-TO-MANHOLE CONNECTOR

A flexible Pipe-to-Manhole connector shall be employed in the connection of the sanitary and drain sewer pipe to precast manholes.

The connector shall be KOR-N-SEAL" as manufactured by NPC Inc., Milford, New Hampshire, or equal

The connector. shall. be the sole element relied on to assure a flexible watertight seal of the pipe to the manhole. No adhesives orlubricants shall be tm.ployed in the installation 9f the connector irito the manhole> The rubber for the connector shall comply with ASrM C923 and consist of EPDM and elastomers designed to be resistant to ozone, weather elements, chemicals, including acids, alkalis, animal and vegetable fats, oils and pe­troleum ~roducts from spills. ·

All stainless steel elements of the connector shall be totally non-magne~c Series304Stainless,exclucl4lgthewormscrewfortighteningthesteelband around the pipe which shall be Series 305 Stainless. The worm screw for tightening the steel band shall be torqued by a brea!<-away torque wrench available from the precast manhole supplier,. and set for 60 - 70 inch/lbs:

The connector shall be. installed in the manhole wall by activating the ~mechanisminstrictaccordancewith the recommendation of the

. conne<;toi: manufacturer. '

The connector shall be of a size specifically designed for the pipe material and size being utilized on the project.

· Rubber seals used in concrete sewer pipe and culvert joints must meet the requirements given ·in ASTM Specification C923 .

• 250 Bm snet. P.O. Box 301. Mill\"tfd. "IH 03055. U.S.A. Fax: (SoJJ 673-7271. Tel: (SOOJ 626·2180. (603) 673-8680-<.- • .

-.. -··-· ' ___ .......... __ , ... _, ... _, .. ---- -·-·· --··

· ......... _

ltl~fi(Oq$~s,iN¢. '~t~i;il.'1~11 -

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. ~·· -··

;;'

\

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I

Evergrip 990 Strips - Product Data Sheet MARrlN Description ASPHALT COMPANY Evergrip 990 is a concrete joint sealant made with a unique blend of asphalts enriched with high grade polymer. Available in convenient strips, Evergrip 990 is a preformed, ready-to-use, ftexible gasket that provides an excellent seal for concrete pipes, culverts, manholes and other precast concrete joints.

Typical Physical Properties Property -- i Min Max --Bitumen, 0/o by wt 50 70

Inert filler content, % by wt. '1 30 50 Volatile matter, % by wt. I 2.0 Specific gravity@ 77F/25C, (g/ml) 1.2-1.35 ! 1.2 1.35 --Ductility@ 77F/25C, (cm) ' 5.0 i Softening Point ! 320F/160C flash point, C.O.C.

I 600F/315C

Penetration@ 77F/25C, 150 gms, 5 sec. (dmm) 50 120 Adhesion and hydrostatic pressure No leaks (24 hrs.) Sag or ftow resistance No sagging Chemical resistance !No visible deterioration

Storage and Handling Evergrip 990 should be stored in a dry area protected from the elements. Cartons should not be stacked over six high. Conditions should preclude

Packaging E nalish Units

Pieces/ Sealant Size Carton Ft/ Carton

3/4" x 2'6" 50 125 ft 1"x2'6" 35 87.5 ft 1"x 3'6" 35 122.5 ft

1 1/4" x 3'6" 28 98 ft 1 1/2" x 3'6" 20 70 ft 1 3/4" x 3'6" 13 45.5 ft

2"x 3'6" 10 35 ft Metric Units

Sealant Size M/Carton 19mmx762mm 50 38.1 m

25.4mm x 762mm 35 26.7m 25.4mm x 1067mm 35 37.3m

31.75mm x 1067mm 28 29.9m 38.1mm x 1067mm 20 21.3m

44.45mm x 1067mm 13 13.9m 50.Bmm x 1067mm 10 10.7m

contamination of the joint sealant by any foreign material such as silt or mud during the installation process. In hot weather, the material tends to soften; dipping sealant strips in cool water will allow easier release of the paper. Conversely, in cool weather, the material stiffens; dipping strips in warm water or storing in a warm area prior to use will aid in paper release.

Application Concrete surfaces to which the sealant is to be applied must be clean and dry. All mud, dirt, grease, oil, and loose particles should be removed from the surfaces. The release paper should be stripped from only one side of sealant. The outside paper should be left in place to protect the sealant from contamination and stretching. The sealant strips should be attached end to end to the leading edge of the tongue or groove of each pipe joint until a continuous gasket is established around the entire circumference of the pipe joint. The material should be pressed firmly into place through the outside release paper. The

~. •.

•o 0 \ ..... . . : . :. . · ... ::

•• .,, • 0 ! ~ 0 ••

~ A B A

A - Sealant Placement B - Joint After Compression

.·. . "• ... . . . . . .,. .. ; ..

.. · ....... .. B

outside paper should be removed just prior to jointing the pipe. Contaminating the exposed sealant with any foreign materials should be strictly avoided. Care should be taken not to disturb the gasket placement. Any contaminated sealant should be removed and replaced and any displaced strips should be repositioned prior to jointing the pipes. See pipe manufacturer's instructions for proper pipe jointing procedures. Excess sealant may be either trimmed with a putty knife or rolled to a smooth finish. The trench can be backfilled as soon as the joining process has been completed.

Clean-up Excess sealant should be scraped off surfaces. Asphalt stains can be removed with non-hazardous, bio-degradable cleaners. Waterless hand cleaner should be used on skin, following the cleaner manufacturer's instructions carefully. Flammable or combustible petroleum based solvents should not be used.

Martin Asphalt Quality Evergrip 990 meets or exceeds all requirements of ASTM C 990, U.S. Federal Specifications SS-S-210A,Type 1, Rope Form and AASHTO Designation M-198 75 !,Type B. It is certified to meet or exceed highway department specifications. Through Martin Asphalt, you get Everything Asphalt-a full range of products. In addition, you receive technical assistance in selecting the right materials and application. The company's AASHTO Certified Laboratory makes sure the products meet your specifications. And your products are delivered both on spec and on time via Martin's Gulf Coast network of production plants, storage facilities and transportation fleet including ocean­going and inland barges, rail cars and tanker trucks.

www.MartinAsphalt.com EVERYTHING ASPHALT 800-662-0987 Pro(JllCt Dat~ s11,--,et "' rve~1rip 990 stnp•; (Joe rev. 12/18/06

CCI PIPELINE SYSTEMS, LLC BREAUX BRIDGE, LA HOUSTON, TX Tela: (337) 332-5806 Tele: (281) 350-2100 Fax: (337) 332-5609 Fax: (281) 268-6261

Wflbsi!e: www.c.cipipe.com • Email; sales@ccipipe.com 1058 O'Neal Drive• Breaux Bridge, LA 70517

800-867-2772

WRAPIDSEAL™ MANHOLE ENCAPSULATION SYSTEM

. 1>lP~, ci-ABllJ~; °CCJm ·"'~" 8T6"°.; ~

CCI PIPELINE SYSTEMS PIPE PROTECTION PRODUCTS

~!·':·~r· u~]"' ,>l'~ll ......

T6:";.

WRAPIDSEAL™ MANHOLE ENCAPSULATION SYSTEM

The WapidSeal™ Manhole Encapsulation System con­sists of an engineered primet and a unique wraparound heat-shrinkable sleeve designed specifically to seal joints and prevent groundwater from entering a collec-­tion system.

WrapidSeaf1M can be uiilized on both new construc­tion and for rehabilitation of existing manholes. Most rehabilitation applications using WrapidSeal™ typically Involve only the top portion of the structure, since cost considerations do not normally pa rm it excavating an en­tire manhole.

An engineering study involving manhole rehabilllation states that, "partial replacement also is effective where rehabilitation is llmited to within the manhole's top 12 to 24 inches."1

This top portion of the manhole is where WrapidSeaPM performs particularly well. due to its unique ability lo conform, seal, accomodate movement, and provide structural Integrity,

HEAT SHRINKABLE SLEEVE SYSTEM FOR MANHOLE JOINTS

Seals joints which reduces ground water inflow and infiltration

Compatible with concrete, fiberglass. plastic, and steel structures

Installs in any climate

Installs with municipal or contract labor

Limited field training required

Minimal surface preparat!on required

IN:spidSes/"41~ a reglilered lnld<!m;irk afCa"UH·CPS,AS..._wc.,. c,..__, "A'ado &Auooi1\es, C'Vi!Fnglncr•ing. Oc\ob•i. 11191.

Fi1j}ii8Xjisnsion biiCki11g conforms ahd recov. ers lo ilregular sttudures.

Votap!dSeal™ fs field cut tfi'iiiiiiiinize waste and reduce inventory.

FEATURES & BENEFITS

Heat Activated, high shrink membrane Torch applied, shrinks to fit manhole profile

High tensile strength and elongation Aroommodates structural movement

Excellent abrasion resistance Tough backing resists soil stress

Supplied in bulk ro!ls Fits any size manhole

Complete joint coverage Reduces ground water infiltration

Positive external seal For new construction or rehabilitation

Provides corrosion protection Extends manhole service life

Long-term protection Soil stresses, acidity, and freeze/thaw cycles

Quick installation Minimal downtime, oost effective

llltspidSeal"' reduces I & /and provides long term man· hole integrity.

i--~~-¢25 3/4~~~~

_J__I I I J 3 11/16

2 COVER I

MACHINED SURFACES

I I

I

(2)-NON-PENETRATING --1-~ PICKHOLES.

¢27 1/2

¢26

¢24

I 2

c,t:::-1\J.,.,

"' CJ)

~

"o ~ ~

c::;..o> '1

I 7

I vz 22~b~aznzv1~========~~~~~~~~~~~~zz: ~_L3/4

¢27 11 ¢39~~~~~~___],_ -1-

RING

c 31\10 )

= = D = D = o=D=D=o

I SANITARY I o=o=o=o =o=o=o=

= D = D = ~

A STM-A4S

.. ., 00

" ~~ ~

.,,._ ~ 6 ~

<!!,

/}j

"' 0°' ""?" (!

~ IJS FOUNDRY & MFG~ORP. 8351 N\V 93rd Street. Medley, FL 33166-2025

ph; l-800-432-9709; fax: 305-887-9429 www.usfoundry.com

IQ 2010 US Foundrv & Mfa:. Corp. All Rights Reserved

USF 225 RING & AS COVER

Ring No:

Cover No:

'·""DBB II

REV: IDATE: I REV BY:

123 3/41 1 1/4

~f

22 1/2

6

t

--~~-24 1/2~~~~

--~~~-30 1/4-~~~-----i

NOTES: 1- MATERIAL: ASTM-A48 CLASS 35B GRAY IRON. 2- RING WT: 150 LBS. APP. 3- COVER WT: 130 LBS. APP.

~-- (2) NON-PENETRATING PICKHOLES

DD D

DDDDDDD

d STORM b DDDDDDDDD

DDDDDDD

DOD --

r\i~, U.S. FOUNDRY & MFG. CORP. ~i))!,i MEDLEY, FLORIDA

USF 170 RING & "E" COVER

Diii<. BY DBBISCALE' 1 /8"=1" IDATE7 /30/97 CHK. tlY: REV: DWG. NU:

A1588

I\ I L

' ' ~ ~ ~

1.

A ¢25 1/2 ¢24 I

¢22 3/4 r1 1/4 MACHINED

rsuRFACE I f..J

I I I'

f\

I ' ~

¢23 5/8 I ¢24 1/4

2 NON-PENETRATING PICK-HOLES

3 1/4

¢23 3/4 ~

MACHINED If SURFACE

-l l-1 1/4

SECTION A-A

US FOUNDRY & MFG. CORP. 835 l NW 93rd Street, Medlcv, FL 33166-2025

ph: 1-800-432-9709; fax:.305-887-9429 www.usfoundry.com ~ © 2010 US Foundrv & Mfg. Com. All Rights Reserved

USF 1182 RING & E COVER

Ring No: . 1/8"=1" Cover No:

··""DBB UNLESS OniERWISE NO' iUNDS AND APPROXIMATED REv, !DATE: QUOTE#

i--- 35 7/8" -j Ir, U.S.FOUNDR'T'.!IMFG.CORP. rii---~-•• .. ..

- ,.....,......,...l'"'\,r"'\(\r\r'\£'\.r'\r\(\

'­., \,J \....,,/ '-../ \,J '-' ......., ......., \,J \._,I '-

DUMP NO WASTE DRAINS TO WATERWAYS •• ~ ----r-..r-.r-.r-.r-..r-.-

~ '­c" .. '-" \.../ \,J '-/ '-" '-" '-" '-' '-

OO'U\l'Y'\"¥Y MA!'.f}l U.S.A. USF 6210

• ~

~ ~ u

ii< /""'< ~

~

'- ., ..

27 7 /8"

_l_ 1 518

" I I 11 718

.. -l f-- 2 1/8"

Tw w l1l ia ril l1l 0 ril ril Iii ia ril w w

1 3/4" I t---- 35 3/16" -----1

[2" 112" I I ~--~

10 15/16"

I

2"J 27 3/16"

~ 2 3/4"

jh

-~

DV P. MFG. CORP. US FOUND", ~ 8351 NW 93rd Street, Medley, FL 33166-2025

ph: 1-800-432-9709; fax; 305-887-9429 www.usfoundry.com

© 2010 US Foundry & Mf_g. Corp. All Rights Reserved

USF 621 0 GRATE

FLOW AREA=447.4eln1 LOAD cLA~"cATioN, [1qht Dutv 1 c7-Cy,,_~,R~O~N,....,_C~LA~s~s~3~5=9 •ATERIAC ASTM-A48 GRA

WGHT: I jSCALE: 1 "= 1 "

I°'"'·""' 180701121 1235 t:·~:~~l-95 UNLESS OTHERWISE NO WEIGHT IS IN POUNDS AND APPROXll.tAlED

"'"' IDATE' REV BY: I QUOTE#

36 1/2 112

I D U.S. FOUNDR\[§j MFG. CORP. D

000000000000 2]

I ~ DUMP NO WASTE

000000000000 5 1/4

28 Z'Ll Do o o o o~o·o~oo o o oD !

I Z'Ll AASHTO M306 CLASS 356

000000000000 1]

~ D MMIOONYYY MAD(IBI U.S.A. USF 6212 D

111 11/16 11' 1/8 11' 15:16 ,h US FOUNDRY & MFG. CORP. 8351 NW 93rd Street, Medley, FL 33166-2025

~w 2 3/4 ph: 1-800-432-9709; fax: 305-887-9429

www.usfoundry.com © 2010 US Founrlrv & Mfi;:. Corp. All Rights Reserved

I USF 6212 GRATE LOAD ClASSIFlCAllON: Heavv Dutv now AREA= 420 1n1

MATERIAL: STM ·A48 GRAY IRON CLASS35B WGHT: 0

'"''" 1/B"-1" Grate No: 8070113 265 "10 22 98

-··oss UNL "= N

H ,, N t"uUN ANu APPROXlt.4

"'" 1 1om, 12-1.l-05 REVBY,ULS QUOTE# A1075

r--- 36 1 /2 -----1

v: ,

53

r--- 36 1 /2 -----1

BEARING BARS 1/4 X 2 F.B.

r2 f..'{{jRRFHRI 1 ,-, FRI 1 1 tr+.·I l

I I t----- 37 c.o. -----i

·,..~ .-:··.:·'" --.--- .. . .•-'{-~

53

NOTES:

I ·I I

.I I I

·1 I

·1 I

•I I

• 1

I .I I

I./ I

·1 I

011 ..... ,,;-.'!-

:. . .. .. 'f.;f • .. ·:';--

3/8 DIA. RIVETS @ 5" o.c .

49 c.o.

1- MATERIAL: STEEL, PAINTED TO F.D.0.T. SPECIFICATIONS. 2- GALVINIZED UPON REQUEST. 3- WEIGHT: 190 LBS. APP. 4- LOADING: NON- TRAFFIC 5- F.D.O.T. INDEX 232 TYPE 'D' DITCH BOTTOM INLET.

U.S. FOUNDRY & MFG. CORP. MEDLEY, FLORIDA

USF 6607 STEEL GRATE

""'"' D.B. I""" 1 "=12" I'""" I""' 5/27 /97 1atK. BY: D'llC. 00: 11102 ISiiif 1~

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HA VE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 260 lb MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 4" 0 lb PAINTED ON EACH PIECE. 1) 48" - 58" 0 Bell Top Slab (24" Offset) - 11" 25401b WALLS=3x8""W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 18" 60351b BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant+ 9" Wrapid-Seal - 170"/JOINT Olb min.4'"brick 1) S406-12AWS -WEDGE BOOT -59 lb -WSBOOTS 1) S406-12CWS -WEDGE BOOT -59 lb XYPEX 31.94 SqFt) XYPEX ADMIX. (NO PAINT) [INT] 0 lb EVERGRIP SEALANT 102.89 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] Olb

RAISED RIM ELEVATION 4.5"; PLAN RIM ELEVATION= 114.70

NOT ENOUGH HEIGHT TO ALLOW MINIMUM 4"" BRICK; PLEASE REVIEW.

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref Rim 115.08'

Reducer Invert 1 112.08' oo 8"" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 112.18' 210° 6" PVC SDR-35 -76" 2" S406-12CWS WEDGE BOOT P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS:

1) 65 K.S.I. Wire Mesh

2) Grade 60 Rebar

" 3) Type 1111 Cement 24" - USF AS COVER- - "SANITARY" -(P5)

I 11 24" - USF 225 RING-(P4)

4) 4000 P.S.I. @ 21 Days ' 24" ·ADJUSTMENT· 4" • (P3) - I '+ 5) Confarms To F.D.O. T. I I I

.... 48" - 58' 0 Bell Top Slab (24" Offset)· 11" - (P2) 8) Manufactured Per A.S.T.M. I Ii I 11 l - - C-478 Latest Revision v 48" -4' DIA. BASE (5"WALL)w/lnverts • 18' - (P1)

I II 111 .. --·-~

I I

Invert: 2

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH1 Spec: ORANGE COUNTY Rim: 115.08' Rim to Invert: 3' Type: SANITARY Invert: 112.08' Overall Height: 4' Size: 48" Catch: O" Weight: 8907 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK"' 1) 24" - ADJUSTMENT - 4" Olb PAINTED ON EACH PIECE. 1) 48" - 58" 0 Bell Top Slab (24" Offset) - 11" 25401b WALLS=3x8-W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 18" 6035 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT Olb min.4nbrick 2) S406-12AWS - WEDGE BOOT -118 lb -WSBOOTS 31.94 SqFt) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 102.89 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] Olb EVERGRIP SEALANT

'

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref

Rim 114.4'

Reducer

Invert 1 111.34' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1

Invert 2 111.44' 211 ° 8" PVC SDR-35 -75" 3" S406-12AWS WEDGE BOOT P1

Invert 3 ~ r"l~I I• I .i I --" -· Invert 4 ~PRC VED 0 app tAC'" 1 • Invert 5 DI' ::SUBMIT Invert 6

·; ·-.:; , . . . .. - ·-:. -:: ::;;:

Invert 7 av. J 7 ... ........ 1-"'1.-/tJ Invert 8

Invert: 1 SPECIFICATIONS:

1) 85 K.S.I. Win M.sh 2) Grade 60 Rebar

·~ 3) Type I 111 Cement 24" -USF AS COVER-- 'SANITARY'· (P5)

I 11 24" - USF 225 RING-(P4)

4) 4000 P.S.I.@ 21 Days ' 24" -ADJUSTMENT -4" - (P3) . ( "+ 5) Conforms To F.D.O. T. I I I

.... 48" -58" f/I Bell Top Slab (24" Offset)-11" -(P2) 6) Manufactured Per A.S.T.M.

111 I 11 I -- I C-478 Latest Revision v 48i-1i' DIA. BASE (5"WALL)wllnverts-T1" r) 1:•-

~ I I

Invert: 2

Job Name: lntegra Cove Apartments - Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH2 Spec: ORANGE COUNTY Rim: 114.4' Rim to Invert: 3.06' Type: SANITARY Invert: 111.34' Overall Height: 4' Size: 48" Catch: O" Weight: 8907 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 4" Olb PAINTED ON EACH PIECE. 1) 48" - 58" 0 Bell Top Slab (24" Offset) - 11" 25401b WALLS=3x8"W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 18" 60351b BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant+ 9" Wrapid-Seal - 170"/JOINT Olb min.4""brick 2) S406-12AWS -WEDGE BOOT -118 lb ·WSBOOTS 31.94 SqFt) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 102.89 Sq Ft) XYPEX ADMIX. (NO PAINT) [EXT] Olb EVERGRIP SEALANT

RAISED RIM ELEVATION 8.5""; PLAN RIM ELEVATION= 113.41 NOT ENOUGH HEIGHT TO ALLOW MINIMUM 4" BRICK; PLEASE REVIEW.

Position Elev Angle Pipe Ext. (cw) UPL) Connector Ref

Rim 114.11'

Reducer

Invert 1 111.1' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1

Invert 2 111.2' 150° 8" PVC SDR-35 76" 3" S406-12AWS WEDGE BOOT P1

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Invert 1 SPECIFICATIONS:

1) 65 K.S.I. Wire MHh 2) Grade 60 Rebar

" 3) Type I / II Cement 24" - USF AS COVER-- "SANITARY" -(PS)

4) 4000 P.S.I. @ 21 Days I 24' - USF 225 RING - (P4)

- ( I I 24"-'ADJUSTMENT-4'-(P3)

o+ 5) Conforms To F.D.O. T. I I I ... 48" - 58" to Bell Top Slab (24" Offset) -11' - (P2) &) llanulactured Per A.S. T .M. I ii I 11 I - - C-478 Latest Revision

48" - 4' DIA. BASE (S"WALL)w/lnverts-18' - (P1)

111 111 - IM•:•-

I I

~ Invert: 2 .

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH3 Spec: ORANGE COUNTY Rim: 114.11' Rim to Invert: 3.01' Type: SANITARY Invert: 111.1' Overall Height: 4' Size: 48" Catch: O" Weight: 8907 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 5" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 18" 10801b WALLS=3xB''W3.0/W2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 18" 6035 lb BASESLAB=#4@6"0CEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT Olb min.4"brick 1) S406-12AWS -WEDGE BOOT -59 lb ·WSBOOTS 2) S406-12CWS -WEDGE BOOT -118 lb XYPEX 36.65 SqFt) XYPEX ADMIX. (NO PAINT) [INT] 0 lb EVERGRIP SEALANT 91.83 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] 0 lb

Position Elev Angle Pipe Ext. (cw) UP Ll Connector Ref

Rim 115.24'

Reducer

Invert 1 111.54' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1

Invert 2 111.64' goo 6" PVC SDR-35 46" 2" S406-12CWS WEDGE BOOT P1

Invert 3 111.64' 225° 6" PVC SDR-35 -68" 2" S406-12CWS WEDGE BOOT P1

Invert 4 v JO ~ M. HALL COMPANY Invert 5 !ml -. 1f_.,a•• 'Ri> NU!t:U

Invert 6 ..... 11

Invert 7 - . -'

Invert 8 B"' I,• DATE: rs -1,_, · Invert: 1 SPECIFICATIONS:

t) &5 K.S.I. Wire Mash 2) Grade &O Rebar 24" · USF AS COVER-· "SANITARY "-(PS)

-~ 3) Type I / II Cement 24" - USF 225 RING-(P4)

4) 4000 P.S.I.@ 21 Days I 24" -ADJUSTMENT -5" • (P3)

- ( "+ 5) Conforms To F.D.O. T. I .. &) llaaufactured Par A.S.T.M. 4r

1

- 4' DIA. ECG. CONE (5"WA~ - (P2) - nvert:2 - C-478 Latest Revision

II 111 48" -4' DIA. BASE (S"WALL)wnnverts-18" • (P1) =·- 111 111 w I I

Invert: 3

Job Name: lntegra Cove Apartments - Jon M. Hall Company CF14567 Drawn by. Don Whitford

Structure ID: MH4 Spec: ORANGE COUNTY Rim: 115.24' Rim to Invert: 3.7' Type: SANITARY Invert: 111.54' Overall Height: 4.667' Size: 48" Catch: O" Weight: 7388 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Stn1cture Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & -MACK" 1) 24" - ADJUSTMENT - 5" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 1480 lb WALLS=3x8-W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6- OCEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT Olb min.4'"brick 3) S406-12AWS -WEDGE BOOT -177 lb -WSBOOTS 60.21 SqFt) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 120.62 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] 0 lb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref Rim 115.64'

Reducer Invert 1 109.95' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 110.05' 180° 8" PVC SDR-35 91" 3" S406-12AWS WEDGE BOOT P1 Invert 3 110.05' 270° 8" PVC SDR-35 -46" 3" S406-12AWS WEDGE BOOT P1 Invert 4 Invert 5 / ,IUNM.! l\LI..' .• -- --·-,. Invert 6 w~ .. 1•. .. ~~ ~ ·;...:..· . .:.. .... -~

Invert 7 Invert 8 .......-;- A ·~

~ }_ -~ !E'miCI• • • I J ' ' Invert: 1

1) 65 K.S.I. Wira Me&h 24" -USF AS COVER-- "SANITARY" - (P5)

24" -USF 225 RING-(P4)

Z) Grade &O Rebar I 24" -ADJUSTMENT· 5" -(P3)

' 3) Type I / II Cement

48"-4' DIA. ECC.CO~A~ (P2) 4) 40DD P.S.I.@ 21 Days - I "+ 5) Conforms To F.D.O. T • .... 6) Manufactured Per A.S.T.M.

Invert: C-478 Latest Revisi111n

48i-li' DIA. BASE (5'WALL)w/lnverts-3i'i" r) 1:•-

'' 11 I I Invert: 2

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH5 Spec: ORANGE COUNTY Rim: 115.64' Rim to Invert: 5.69' Type: SANITARY Invert: 109.95' Overall Height: 6.667' Size: 48" Catch: O" Weight: 9103 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 260 lb MANUFACTURE & "MACK" 1) 24" -ADJUSTMENT - 10" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 14801b WALLS=3x8""W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant+ 9" Wrapid-Seal - 170"/JOINT Olb min.4nbrick 2) S406-12AWS -WEDGE BOOT -118 lb -WSBOOTS 60.21 SqFt) XYPEX ADMIX. (NO PAINT) [INT] 0 lb XYPEX 120.62 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] 0 lb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref

Rim 115.46'.-

Reducer

Invert 1 109.35' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1

Invert 2 109.45' 116° 8" PVC SDR-35 59" 3" S406-12AWS WEDGE BOOT P1

Invert 3

Invert 4 / JUNM HALL l.;UMPANY -

Invert 5 -·-' ·~·~~ ..J ... ~ • ,, .. • - ---- ·-- ----

Invert 6 •

Invert 7 - ~ -· ~ ·~ j··

Invert 8 ..... I •-" M ~n I._. I 'l - I" '.

Invert: 1 SPECIFICATIONS: 24" - USF AS COVER- - "SANITARY" - (P5)

1) 65 K.S.I. Wire MHh 24" - USF 225 RING-(P4)

2) Grade &O Rebar I II I

24" - ~~JU~TMENT -10" -(P3)

" 3) Type I / II Camant ~ 4) 4000 P.S.I. @ 21 Days

- ( •+ 5) Conforms To F.D.O. T. 48" - 4' DIA. ECG. CONE (5"W~- (P2)

~ &) Manufactured Per A.S.T.M.

-~ C-478 Latest Revision

nvert:2 w•-•- 48" - 4' DIA. BASE (5'WALL)w/lnverts- 36" - (P1)

1f I 111 111

I Job Name: lntegra Cove Apartments • Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: MH6 Spec: ORANGE COUNTY Rim: 115.46' Rim to Invert: 6.11' Type: SANITARY Invert: 109.35' Overall Height: 7.083' Size: 48" Catch: O" Weight: 9162 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 190 lb 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 10" 0 lb PAINTED ON EACH PIECE- 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 1480 lb WALLS=3x8"W3.0IW2.0 WWM 1) 48" - 4' DIA. RISER (5"WALL) - 16" 1160 lb BASE SLAB=#4@6" OCEW 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 24" 64801b min.4'"brick 2) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT 0 lb -WSBOOTS 2) S406-12AWS - WEDGE BOOT -118 lb XYPEX 64.4 SqFI) XYPEX ADMIX. (NO PAINT) [INT] 0 lb EVERGRIP SEALANT 125.69 SqFI) XYPEX ADMIX. (NO PAINT) [EXT] 0 lb

Position Elev Angle Pipe Ext. (cw) UPL) Connector Ref Rim 115.3'/

Reducer Invert 1 108.84' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 108.94' 145° 8" PVC SDR-35 73" 3" S406-12AWS WEDGE BOOT P1 Invert 3 Invert 4 ,,... ll.n LlAll l i-,_,-- -- • "'

Invert 5 :Lii .II PROVE ) D APPROVED AS NOTED Invert 6 0 RESUBMIT Invert 7 , ' ., ,

.. -~

Invert 8 )i'I'"'. ---11 -, l"UITC• I -i;./'/-Invert: 1 SPECIF·--.·-··-· 24" · USF AS COVER-- "SANITARY" - (P6)

1) 15 K.S.I. Win Mesh 24" - USF 225 RING-(PS)

I 24" -i?JU~TMENT -10" -(P4) 2) Grad• 10 Rebar

·~ 3) Type I / II Cement

4) 4000 P.S.I. @ 21 Days 48" -4' DIA. ECG. CONE (S"WA~ (P3) . ( •+ 5) Conforms To F.D.O. T. ~ I) Manufactured Per A.S.T.M. -- I C-478 Latest Revision 111

48" - 4' DIA. RISER (S"WALL) -16" - (P2)

11.o11111:1-

~ 48" -4' DIA. BASE (S"WALL)wnnverts- 24" - (P1)

111 111

I I Invert: 2

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH7 Spec: ORANGE COUNTY Rim: 115.3' Rim to Invert: 6.46' Type: SANITARY Invert: 108.84' Overall Height: 7.417' Size: 48" Catch: O" Weight: 9452 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK'" 1) 24" - ADJUSTMENT - 6" Olb PAINTED ON EACH PIECE, 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 1480 lb WALLS=3x8"W3.0/W2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT 0 lb min.4"brick 1) S406-12AWS -WEDGE BOOT -59 lb -WSBOOTS 3) S406-12CWS -WEDGE BOOT -177 lb XYPEX 60.21 Sq Ft) XYPEX ADMIX. (NO PAINT) [INT] Olb EVERGRIP SEALANT 120.62 SqFI) XYPEX ADMIX. (NO PAINT) [EXT] Olb

Position Elev Angle Pipe Ext. (cw) UPL) Connector Ref Rim 114.45'..

Reducer Invert 1 108.69'-v oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 108.79' goo 6" PVC SDR-35 46" 2" S406-12CWS WEDGE BOOT P1 Invert 3 108.79' 143° 6" PVC SDR-35 72" 2" S406-12CWS WEDGE BOOT P1 Invert 4 108.79' 246° 6" PVC SDR 35 _/ 58" - _2'.' C' • , ~cws WEDGE BOOT P1 • • Invert 5 . .. .., .... ~- ..AS NOTED -

Invert 6 -· .. 1 1RESU MIT

Invert 7 Invert 8 - -1 '> 1-J-tlf

Invert: 1 'BP .. ·-··· . 1) 15 K.S.I. Wire Mesh

24" • USF AS COVER- - "SANITARY" - (P5) 24" - USF 225 RING- (P4)

2) Grade 10 Rebar I 24" ·ADJUSTMENT - 6" - (P3)

' 3) Type I / II Cement

4) 4000 P.S.I.@ 21 Days 48" - 4' DIA. ECG. CONE (5"WA~ - (P2) - I •+ 5) Conforms To F.D.O. T. ~

I -

nvert: 2 I) Manufactured Per A.S.T.M.

~ C-478 Latest Revision

Invert: 4 1.:-~·- 48i-l l DIA. BASE (5"WALL)w/lnverts -li · rP1)

11 I I Invert: 3

Job Name: lntegra Cove Apartments - Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH8 Spec: ORANGE COUNTY Rim: 114.45' Rim to Invert: 5.76' Type: SANITARY Invert: 108.69' Overall Height: 6.75' Size: 48" Catch: O" Weight: 9044 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 190 lb 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 6" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 1480 lb WALL5=3x8"'W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 73501b BASESLAB=#4@6"0CEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT Olb min.4""brick 2) S406-12AWS -WEDGE BOOT -118 lb ·WSBOOTS 60.21 SqFI) XYPEX ADMIX. (NO PAINT) [INT] 0 lb XYPEX 120.62 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] 0 lb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref

Rim 114.08~

Reducer Invert 1 108.3' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 108.4' 145° 8" PVC SDR-35 73" 3" S406-12AWS WEDGE BOOT P1 Invert 3 /

Invert 4 _, ..... '\!M.~~f_ .. . - -~

Invert 5 _1~ .. --'"" . -- 'rl- 1'1V ! 1-11.J

• Invert 6

..

Invert 7 - I ., 1 I J

Invert 8 " I • > • -· , - 2l I I -Invert: 1 SPECIFICATIONS:

1) 65 K.S.I. Wire Mash 24" - USF AS COVER- - "SANITARY" -(PS)

24" - USF 225 RING-(P4)

2) Grade 60 Rebar I 24" -ADJUSTMENT -6" - (P3)

• 3) Type I / II Cement

4) 4000 P.S.I.@ 21 Days 48" - 4' DIA. ECC. CONE (S"WALL) • 24" - (P2) - ( o+ 5) Conforms To F.D.O.T • ~ .... 6) llanulac:tured Per A.S. T .M. - - C-478 Latest Revision

···- 48" -4" DIA. BASE (S"WALL)w/lnverts • 36" - P1)

1f I I Invert: 2

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH9 Spec: ORANGE COUNTY Rim: 114.08' Rim to Invert: 5.78' Type: SANITARY Invert: 108.3' Overall Height: 6.75' Size: 48" Catch: O" Weight: 9162 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 260 lb MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 8" 0 lb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECC. CONE (5"WALL) - 18" 1080 lb WALLS=3x8"W3.0/W2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT 0 lb min.4""brick 3) S406-12AWS - WEDGE BOOT -177 lb ·WSBOOTS 55.5 SqFt) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 114.6 Sq Ft) XYPEX ADMIX. (NO PAINT) [EXT] Olb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPL) Connector Ref Rim 113.5',,.

Reducer Invert 1 108.01" oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 108.11 ', goo 8" PVC SDR-35 46" 3" S406-12AWS WEDGE BOOT P1 Invert 3 108.11' 184° 8" PVC SDR-35 -89" 3" S406-12AWS WEDGE BOOT P1 Invert 4 ~ in"I •• IA.I I -_

1-n ~~~ 11.1-.. ..

Invert 5 ~PPR )VEO r APPROVED AS NOTED Invert 6 D :ESUBMIT

Invert 7 Invert 8 ""· ...-r. ...., n. n:- 1- 3-1'1

Invert: 1 SPEvor •v-1 ovn••

1) 65 K.S.I. Wil"ll Mesh 24" · USF AS COVER-- "SANITARY" - (P5) 24" - USF 225 RING-(P4)

2) Grade 60 Rebar I '

3) Type I / II Cement 24" -ADJUSTMENT -8" - (P3)

48" -4' DIA. ECG. co~~· -(P2) 4) 4000 P.S.I. @ 21 Days

. I "+ 5) Confctrms Ta F.D.O. T • .... &) llaaufactured Per A.S.T.M. - nvert:2 C-478 Latest Revisictn

48i-li' DIA. BASE (5"WALL)w/lnverts • 3rr r) ,lflil-:::;1-

' 1f I I Invert: 3

.Job Name: lntegra Cove Apartments - .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH10 Spec: ORANGE COUNTY Rim: 113.5' Rim to Invert: 5.49' Type: SANITARY Invert: 108.01' Overall Height: 6.417' Size: 48" Catch: O" Weight: 8703 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HA VE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 8" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 24" 14801b WALLS=3xB""W3.0/W2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant+ 9" Wrapid-Seal - 170"/JOINT Olb min.4""brick 2) S406-12AWS - WEDGE BOOT -118 lb ·WSBOOTS 60.21 Sq Ft) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 120.62 Sq Ft) XYPEX ADMIX. (NO PAINT) [EXT] Olb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPL) Connector Ref Rim 113_5• ... ..''

Reducer Invert 1 107.54' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 107.64' 265° 8" PVC SDR-35 -48" 3" S406-12AWS WEDGE BOOT P1 Invert 3 Invert 4 / 1n1tt..1nll LIAI~ .-h"-"~"·

Invert 5 · n APPROVED AS NOTED Invert 6 ORESUBMIT Invert 7 ...

7, . Invert 8 '1tl nn,.,,,. 1-:3-1'1

SPECIFIC . "-~-· - '

Invert: 1 24" - USF AS COVER· - "SANITARY" - (P5) 1) 15 K.S.I. Win Mash 24" - USF 225 RING-(P4)

2) Grade 10 Rebar I 24" -ADJUSTMENT -8' · (P3)

·~ 3) Type I / II Cement 4) 4000 P.S.I. @ 21 Days

- ( o+ 5) Conforms To F.D.O. T. 48' -4' DIA. ECC. CONE (5"W~ (P2)

I'*' I) llanuractund Par A.S. T .M. Invert: -:> I . C-478 Latest Revision ,

- 1:•- 48i-li' DIA. BASE (5"WALL)wllnverts" l1· r) ff I I

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH11 Spec: ORANGE COUNTY Rim: 113.5' Rim to Invert: 5.96' Type: SANITARY Invert: 107.54' Overall Height: 6.917' Size: 48" Catch: O" Weight: 9162 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: MUST HAVE 1) 24" - USF AS COVER- - "SANITARY" 1901b 30-DAY OLD DATE OF 1) 24" - USF 225 RING 2601b MANUFACTURE & "MACK" 1) 24" - ADJUSTMENT - 4" Olb PAINTED ON EACH PIECE. 1) 48" - 4' DIA. ECC. CONE (5"WALL) - 24" 1480 lb WALLS=3x8"W3.0IW2.0 WWM 1) 48" - 4' DIA. BASE (5"WALL)w/lnverts - 36" 7350 lb BASE SLAB=#4@6" OCEW 1) 48" - Evergrip Sealant+ 9" Wrapid-Seal - 170"/JOINT 0 lb min.4 .. brick 2) S406-12AWS -WEDGE BOOT -118 lb -WSBOOTS 60.21 SqFt) XYPEX ADMIX. (NO PAINT) [INT] Olb XYPEX 120.62 SqFt) XYPEX ADMIX. (NO PAINT) [EXT] Olb EVERGRIP SEALANT

Position Elev Angle Pipe Ext. (cw) UPLJ Connector Ref Rim 112.9!?'"

Reducer Invert 1 107.36' oo 8" PVC SDR-35 O" 2" S406-12AWS WEDGE BOOT P1 Invert 2 107.46' 180° 8" PVC SDR-35 91" 3" S406-12AWS WEDGE BOOT P1 Invert 3 Invert 4 ~

Invert 5 / • ON M. t 1\1.L COMPANY

Invert 6 :_...... - ' . - • • • -,.'Lo.UT\Y 1'4VI CU ~- --··-~~-

Invert 7 ~· " .. Invert 8 J '

. -- : :i. ~ - ' '

Invert: 1 ..,.CIRIC•TIONS: OJJ .... ~ 1->-17

1) 65 K.S.I. Wire Mash 24" - USF AS COVER-- "SANITARY" -(P5)

24" • USF 225 RING· (P4)

2) Grade 60 Rebar I 24" -ADJUSTMENT· 4" -(P3)

" 3) Type I / II Cement ~ 4) 4800 P.S.I. @ 21 Days 48" - 4" DIA. ECG. CONE (5"WA~ (P2)

. I "+ 5) Confcmns To F.D.O. T . .... 6) Manufactured Per A.S.T.M. - - C-478 Latest Revision

4r1 l DIA. BASE (5"WALL)wnnverts- 3ir !P1) M•:•-' ?f I I

Invert: 2

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: MH12 Spec: ORANGE COUNTY Rim: 112.95' Rim to Invert: 5.59' Type: SANITARY Invert: 107.36' Overall Height: 6.583' Size: 48" Catch: O" Weight: 9162 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" - USF E COVER- - "STORM" 1301b WALLS=3"x6" W4.5/W2.0 WWM 1) 24" - USF 170 RING 150 lb BASE SLAB=#3@5.5" OCEW 1) 24" -ADJUSTMENT - 8" Olb 3'' MIN INSIDE CLEARANCE 1) 48" - 4' DIA. ECG. CONE (5"WALL) - 18" 10801b

ON REINFORCING 1) 48" - 4' DIA. RISER (5"WALL) - 32" 23181b 2 #4 BAR TOP AND SIDES OF 1) 60" - 76" Red. Top Slab (4' DIA.) - 8" 1896 lb

HOLES 1) 60" - 5' 0 F.T. Base (8"wall) - 84" 16810 lb .......... ,,,,,,,, 1) HOLE 42" -964 lb

PLEASE VERIFY THAT THIS 2) HOLE 36" JON M.~ COMPANY -1450 lb STRUCTURE REQUIRES 12" , D APPROVED PROVED AS NOTED SU~P_:/il

,

' ' ' ' ' ORESUBMIT

C,,r;~J- -rt> _, /~7..-/ it

BY: -, ,7 DATE:

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref Rim 115'

Reducer -1W'-Invert 1 103' oo 30" HDPE O" 6" HOLE42" P1 Invert 2 106' 110° 24" RCP 58" 42" HOLE36" P1 Invert 3 106' 200° 24" RCP -84" 42" HOLE 36" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: HE COVER-- "STORM". (P7)

1) 65 K.S.I. Win M•sh 24" • USF 170 RING • (P6)

24" -ADJUSTMENT - 8" ·(PS)

2) Grad• 60 Rebar 48" - 4' DIA. ECG. CONE (S"WALL) · 18" • (P4)

'~ 3) Type I 111 C•ment Ill 4) 4000 P.S.I. @ 21 Days

48" - 4' DIA. RISER (S"WALL) • 32" - (P3)

Ill - ( o+ 5) Conforms To F.D.O.T. 60" • 76" Red. Too Slab (4' DIA.)- 8" • (P2) ~ 6) llanuractured Per A.S.T.M. -~I C-478 Latest Revision

/ --Invert: 2

I 1 ... -,:.-

1f 60" • 5' 121 F.T. Base (8"walQ- 84". (P1)

Invert: 3 I I

.Job Name: lntegra Cove Apartments - .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 025 Spec: FOOT INDEX 200, 201 Rim:115' Rim to Invert: 12' Type: STORM Invert: 103' Overall Height: 13.667' Size: 60" Catch: 12" Weight: 19970 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6210 - GRATE 2351b BASE SLAB=3''x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT -1 @30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 32" 2431 lb 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 59341b

HOLES 1) HOLE 27" -397 lb 3" MIN INSIDE CLEARANCE ON REINFORCING JON M. HALL COMPANY

Bl APPROVED 0 APPROVED AS NOTED ORESUBMIT

---

BY: 172 DATE: 1-l-I''(

Position Elev Angle Pipe Int (cw) UPLJ Connector Ref Rim 114.5"

Reducer Invert 1 106.64' - 90° 18" RCP 18" O" HOLE 27" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: 11 24' x 37' - USF 6210-GRATE- (P4)

1) 15 K.S.I. Win M•sh 24" x 37" - CHAIN & EYEBOLT - 1 @ 30' - (P3) II II I

2) Grade &O R•bar 24" x 37"- 'C" COLLAR (6' WALL)- 32' - (P2)

3) Typ• I 111 C•m•nt 4) 4000 P.S.I. @ 21 Days

- oo+ 5) Conforms To F.D.O. T. ... - &) llanufactund Per A.S.T.M •

37" - nvert: 1 C-478 Lat.st R•vision

24" 24" x 37"- "C' BASE (6" WALL)-66" -(P1) =•-

11 .Job Name: lntegra Cove Apartments • .Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 021 Spec: FOOT INDEX 232, 201 Rim: 114-5' Rim to Invert: 7.86' Type: "C" BASES Invert: 106.64' Overall Height: 8.667' Size: 24" x 37" Catch: O" Weight: 8205 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37'' - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3"" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 1823 lb 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 59" 54021b HOLES 1) 20"X30"X36"H -725 lb 3" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY 0APPRO\IEO 0 APPROVED AS NOTED

ORESUBMIT ~---.i~~

' ~ ~ ..

'% - ~ ".--.:av: DATE: 1-2-1<; -

•

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 113' r

Reducer Invert 1 106.51 '~ 223° 24" RCP 6" O" 20"X30"X36"H P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS- (P4)

1) &5 K.S.I. Win Mash 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P3) 11 11 I 24" x 37"- "C" COLLAR (6" WALL)- 24" - (P2)

2) Gratia 60 Rebar 3) Type I I II cement

4) 4000 P.S.I.@ 21 Days

- oo+ 5) Conforms To F.D.O. T. ... 8) llanuractured Per A.S.T.M •

~7" + C-478 Latest Revision 30" v

24" . 24" x 37" - "C" BASE (6" WALL)- 59" - (P1)

20" rr Invert: 1

.lob Name: lntegra Cove Apartments • .Ion M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 022 Spec: FOOT INDEX 232, 201 Rim: 113' Rim to Invert: 6.49' Type: "C" BASES Invert: 106.51' Overall Height: 7.417' Size: 24" x 37'' Catch: O" Weight: 6767 lb

MACK CONCRETE INDUSTRIES, INC. Quote1D:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 34" 25831b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 59341b

HOLES 2) HOLE 36" -14501b 3" MIN INSIDE CLEARANCE 1) HOLE 27" -397 lb

ON REINFORCING JON M. HALL COMPANY

121 APPROVED D APPROVED AS NOTED DRESUBMIT

~ ~~

BY: DATI:: L-2-1Y._i

Position Elev Angle Pipe Int. (cw) UP L) Connector Ref Rim 114.16'\

Reducer Invert 1 106.31',, 270° 24" RCP 18" O" HOLE36" P1 Invert 2 106.31' / 40 18" RCP 13" 1" HOLE27" P1 Invert 3 106.31' ~ 90° 24" RCP 18" O" HOLE36" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 2 SPECIFICATIONS: -USF 6212 GRATE-& IRON GRATE SEATS-(P4)

1) 15 K.S.I. Wire Mesh 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P3) II II I

2) Grade 60 Rebar 24" x 37" - "C' COLLAR (6" WALL)- 34" - (P2)

" 3) Type I / II Cement

4) 4000 P.S.I. @ 21 Days

- ( '+ 5) Conforms To F.D.O.T.

J • , &) Manufactured Per A.S.T.M • Invert: 1

' ' nvert:3 C-478 Latest Revision

24' 1:•- 24" x 37' - 'C' BASE (6" WALL) -66" - (P1)

1f .Job Name: lntegra Cove Apartments - .Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 023 Spec: FOOT INDEX 232, 201 Rim: 114.16' Rim to Invert: 7.85' Type: "C" BASES Invert: 106.31' Overall Height: 8.833' Size: 24" x 37" Catch: O" Weight: 6937 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT -1 @30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 25" 18991b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 5934 lb

HOLES 2) HOLE 36" -14501b 3" MIN INSIDE CLEARANCE ON REINFORCING

JON M. HALL COMPANY 12'f APPROVED 0 APPROVED AS NOTED

ORESUBMIT , - - - ......

- 7 . " - .

I«;. :1/? liJll.1le; L-Z-1';:/.~

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 113.24'/

Reducer Invert 1 106.1' / 267° 24" RCP 18" O" HOLE36" P1 Invert 2 106.1Y 93° 24" RCP 19" O" HOLE36" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE· & IRON GRATE SEATS· (P4)

1) &5 K.S.I. Wira Mesh 24" x 37" • CHAIN & EYEBOLT • 1 @ 30" • (P3) II II I

24' x 37" - "C" COLLAR (6" WALL) - 25" - (P2) 2) Grade 60 Rebar 3) Type 1111 Cement

4) 4000 P.S.I.@ 21 Days

- oo+ 5) Conforms To F.D.O.T. ... &) llanufactured Per A.S.T.M •

Invert: i / " . / . . C-478 Latest Revision

24" Invert: 2 - 24' x 37' - "C" BASE (6' WALL)- 66'- (P1)

?f .lob Name: lntegra Cove Apartments - .Ion M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 024 Spec: FOOT INDEX 232, 201 Rim: 113.24' Rim to Invert: 7.14' Type: "C" BASES Invert: 106.1' Overall Height: 8.083' Size: 24" x 37" Catch: O" Weight: 6650 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 31" 2355 lb 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 59341b

HOLES 2) HOLE 36" -14501b 3"" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY mAPPROVED DAPPROVEOAS NOTED

ORESUBMIT , ,

.•

'-11? ·B't DATE: J- l~/'1'' ! -

.

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 114' /

Reducer Invert 1 106.41 '/ 93° 24" RCP 18" O" HOLE 36" P1

Invert 2 106.41' / 285° 24" RCP 19" O" HOLE 36" P1

Invert 3 Invert 4

Invert 5 Invert 6 Invert 7

Invert 8 SPECIFICATIONS: - USF 6212 GRATE-& IRON GRATE SEATS-(P4)

1) &5 K.S.I. Wire Mesh 24" x 37" - CHAIN & EYEBOLT -1 @ 30" - (P3) 11 II I

2) Grade 60 Rebar 24" x 37" • "C" COLLAR (6" WALL)- 31" -(P2)

3) Type I / II Cement 4) 4000 P.S.I. @ 21 Days

- oo+ 5) Conforms To F.D.O. T.

' .... &) llanufactured Per A.S.T.M • Invert:;::: ~ ~ ' C-478 Latest Revision ,

24" Invert: 1 24" x 37" - "C" BASE (6" WALL)-66" - (P1) 1 .. •:•-

1f Job Name: lntegra Cove Apartments • Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 030 Spec: FOOT INDEX 232, 201 Rim: 114' Rim to Invert: 7.59' Type: "C" BASES Invert: 106.41' Overall Height: 8.583' Size: 24" x 37" Catch: O" Weight: 7106 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" - USF E COVER- - "STORM" 1301b WALLS=3"xB" W3.D/W2.D WWM 1) 24" - USF 1182 RING 2751b BASE SLAB=#4@6" OCEW 1) 48" - Type 4 C.I. Top (BY OTHERS) - 26" Olb 2" MIN INSIDE CLEARANCE 1) 48" - 4' DIA. BASE F.T. (5" Wall)W/. Rebar - 62" 74381b

ON REINFORCING 2) HOLE 36" -1450 lb 2 #4 BAR ON TOP AND ONE

ON SIDES OF HOLES JON M. HALL COMPANY gi°APPROVED 0 APPROVED AS NOTED

ORESUBMIT

BY: 117 DATE: 1-1-1 '1

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref

Rim 113.63' .... Reducer Invert 1 106.74',.- oo 24" RCP O" O" HOLE 36" P1 Invert 2 106.74' .... 206° 24" RCP -65" O" HOLE 36" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: 124" - USF E COVER· - "STORM" - (P4)

1) &5 K.S.I. Wire Mesh I 24"-USF1182RING-(P3)

' ' 2) Grade 60 Rebar

48" -Typer.I. Top (BY OTrRS)-26" -(P2)

" 3) Type I / II Cement

4) 4080 P.S.I. @ 21 Days - ( •+ 5) Conforms To F.D.O.T • ....

&) llanufactund Per A.S.T.M. -- C:-478 Latest Revision v B" -4' DIA. BASE F.T. (5" Wall)W/. Rebar- 62" - (P1)

iiiii•""•-"-1 w

Invert: 2 I I

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: D31 Spec: FOOT INDEX 210, 201, 200 Rim: 113.63' Rim to Invert: 6.89' Type: CURB INLET Invert: 106.74' Overall Height: 8' Size: 48" Catch: O" Weight: 6393 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 30" 22791b 1 #4 BAR TDP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 59341b

HOLES 2) HOLE 36" -14501b 3" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY ~APPROVED 0 APPROVED AS NOTED

ORESUBMIT

BY: -rh DATE: J-l-/l-/

Position Elev Angle Pipe Int. (cw) UP L) Connector Ref Rim 114.47' ~

Reducer Invert 1 106.94', 105° 24" RCP 19" O" HOLE36" P1 Invert 2 106.94', 255° 24" RCP 18" O" HOLE36" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS- (P4)

1) 65 K.S.I. Wire Mash 24' x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P3) II II I

2) Grade 60 Rebar 24" x 37" - 'C" COLLAR (6' WALL)- 30" - (P2)

3) Type I / II Cement

4) 4000 P.S.I. @ 21 Days

• 0"+ 5) Conforms To F.D.O. T •

... 8) Manufactured Per A.S. T .M • Invert?_ ~ + --~ C-478 Latest Revision

/

24" Invert: 1 24" x 37" - "C" BASE (6" WALL)- 66' - (P1) 1 .. --.-

w Job Name: lntegra Cove Apartments • Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 032 Spec: FOOT INDEX 232, 201 Rim: 114.47' Rim to Invert: 7.53' Type: "C" BASES Invert: 106.94' Overall Height: 8.5' Size: 24" x 37" Catch: O" Weight: 7030 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6'' WALL) - 61" 55541b

HOLES 1) 19"X1 9"X27"H -534 lb 3" MIN INSIDE CLEARANCE

ON REINFORCING

JON M. HALL COMPANY E"APPROVED 0 APPROVED AS NOTED

DRESUBMIT

BY: ~ DATE: f-?.-Jl/

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 114_35• ..

Reducer Invert 1 107.61 ',.. 22° 18" RCP 19" O" 19"X19"X27"H P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS- (P4)

1) &5 K.S.I. Wira MHh 24" x 37" - CHAIN & EYEBOLT -1 @ 30" - (P3) 11 11 I

24" x 37" - "C" COLLAR (6" WALL)- 24" -(P2) 2) Grade &O Rebar

19" 3) Type I / II Cement

4) 4000 P.S.I. @ 21 Days

-i 19" 5) Conforms To F.D.O. T.

137" &) Manufactured Per A.S.T.M.

C-478 Latest Revision

24" 24" x 37"- "C" BASE (6" WALL)- 61" - (P1) 1 ... --.-

~ .lob Name: lntegra Cove Apartments • .Ion M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 033 Spec: FOOT INDEX 232, 201 Rim: 114.36' Rim to Invert: 6.75' Type: "C" BASES Invert: 107.61' Overall Height: 7 .583' Size: 24" x 37" Catch: O" Weight: 7110 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb WALLS=3"x6" W4.51W2.0 WWM 1) 24" x 37" - CHAIN & EYEBOLT-1 @30" 21b BASE SLAB=#3@5.5" OCEW 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 35" 26641b 3" MIN INSIDE CLEARANCE 1) 60" - 76" Red. Top Slab ("C") - 8" 2539 lb

ON REINFORCING 1) 60" - 5' 0 F.T. Base (S"wall) - 48" 11410 lb 2 #4 BAR TOP AND SIDES OF 2) HOLE 36" -1450 lb

HOLES 1) HOLE 27" -397 lb JON M. HALL COMPANY m APPROVED D APPROVED AS NOTED

DRESUBMIT

BY: ~ DATE: J-l- / 1..j

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref Rim 114.52',.

Reducer 1~,

Invert 1 107.37', oo 24" RCP O" O" HOLE 36" P1 Invert 2 107.37' , 97° 18" RCP 51" 1" HOLE 27" P1 Invert 3 107.37' ' 265° 24" RCP -50" O" HOLE 36" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: -USF 6212 GRATE-& IRON GRATE SEATS-(P5)

1) 65 K.S.I. Wire Mesh 24" x 37" - CHAlli & E¥EB8LT -1 @ 30" -(P4)

2) Grade 60 Rebar 111 111 ·~ 3) Type I / II Cement 24" x 37"- "C" COLLAR F.B. (6" WALL)· 35" -(P3)

111 111 4) 4800 P.S.I.@ 21 Days - ( o+ 5) Conforms To F.D.O. T. 60" - 76" Red. Top Slab \C")- s· - (P2) ~ &) Manufactured Per A.S. T .M.

Invert: ., I C-478 Latest Revision ,

Invert: 2 Iii•:•- 60" -5' 0 F.T. Base (B"wall)- 48" - (P1)

1f I I

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 034 Spec: FOOT INDEX 232, 201, 200 Rim: 114.52' Rim to Invert: 7.15' Type: "C" J-BOTIOM Invert: 107.37' Overall Height: 8.25' Size: 60" Catch: O" Weight: 15033 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b WALLS=3"x6" W4.SIW2.0 WWM 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b BASE SLAB=#3@5.5" OCEW 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 46" 35001b 3"" MIN INSIDE CLEARANCE 1) 60" - 76" Red. Top Slab ("C") - 8" 2539 lb

ON REINFORCING 1) 60" - 5' 0 F.T. Base (8"wall) - 48" 11410 lb 2 #4 BAR TOP AND SIDES OF 2) HOLE 36" -14501b

HOLES

JON M~L COMPANY 0 APPROVED APPROVED AS NOTED

ORESUBMIT

BY: 1h DA"TE: 1-L ~ / L/

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 115.66' ~

Reducer ~07.85'-

Invert 1 107.65' oo 24"" RCP O"" O" HOLE36" P1 Invert 2 107.65' 105° 24"" RCP 55" O"" HOLE36" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: - USF 6212 GRATE -& IRON GRATE SEATS-(PS)

1) 65 K.S.I. Wire Mesh 24" x 37"- CHAIN & EYEBOLT -1 @ 30" -(P4)

111 111 2) Grad• 60 Rebar

" 3) Type I / II Cement 24' x 37"- "C" COLLAR F.B. (6" WALL)-46' - (P3)

4) 4000 P.S.I. @ 21 Da1s - ( o+ 5) Conforms To F.D.O. T • ... &) llanufactured Per A.S.T.M. 60" • 76' Red. Top Slab ("C") - 8" - (P2)

I _____ ,

C-478 Latest Revision ,__

Invert: 2 """-=·-w 60' - 5' 0 F.T. Base (8"w~I) • 48" - (P1)

I I

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 035 Spec: FOOT INDEX 232, 201, 200 Rim: 115.66' Rim to Invert: 8.01' Type: "C" J-BOTTOM Invert: 107.65' Overall Height: 9.167' Size: 60" Catch: O" Weight: 16266 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b WALLS=3"x6" W4.5/W2.0 WWM 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb BASE SLAB=#3@5.5" OCEW 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 40" 30441b 3" MIN INSIDE CLEARANCE 1) 60" - 76" Red. Top Slab ("C") - 8" 2539 lb ON REINFORCING 1) 60" - 5' 0 F.T. Base (8"wall) - 48" 11410 lb 2 #4 BAR TOP AND SIDES OF 2) HOLE 36" -14501b

HOLES

JON M.=OMPANY 0 APPROVED APPROVED AS NOTED

ORESUBMIT

BY: 'lJ7 DAlE: 1- J , / '-l Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 115.3' / Reducer 187.78' Invert 1 107.78' / oo 24" RCP O" O" HOLE36" P1 Invert 2 107.78',,, 233° 24" RCP -66" O" HOLE 36" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: • USF6212 GRATE· & IRON GRATE SEATS-(P5)

1) 65 K.S.I. Win Mash 24• x 37" - CHAIN 8: E 1 EBf>LT - 1 @ 30" - (P4)

111 Ill 2) Grade &O Rebar

" 3) Typa I 111 Camant 24" x 37"- "C" COLLAR F.8. (6" WAll)-40" - (P3)

4) 4000 P.S.I. @ 21 Days . ( °+ 5) Conforms To F.D.O. T. ~ &) llanurac:tured Per A.S.T.M.

60" · 76" Red. Top Slab \C")-8" - (P2)

- C-478 Latest Revision

,iiii•·,·- 60" -5' 0 F.T. Base (8"wall)- 48" - (P1)

Invert: 2 ~ I I

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 036 Spec: FOOT INDEX 232, 201, 200 Rim: 115.3' Rim to Invert: 7.52' Type: "C" J-BOTTOM Invert: 1 07. 78' Overall Height: 8.667' Size: 60" Catch: O" Weight: 1581 O lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT -1 @30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6'' WALL) - 46" 44141b

HOLES 2) HOLE 36" -14501b 3" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY

E1 APPROVED 0 APPROVED AS NOTED ORESUBMIT

B't -rPJ DATE: /- Z.-1 tj_

Position Elev Angle Pipe Int. (cw) UP L) Connector Ref

Rim 113.45'

Reducer

Invert 1 108.07' 260° 24" RCP 18" O" HOLE 36" P1

Invert 2 108.07' 95° 24" RCP 19" O" HOLE36" P1

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8 SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS-(P4)

1) 65 K.S.I. Wire Mesh 24" x 37"- CHAIN & EYEBOLT -1 @ 30" -(P3) 11 II I

2) Grade 60 Rebar 24" x 37"- "C" COLLAR (6" WALL)- 24' -(P2)

3) Type I 111 Cement

4) 4000 P.S.I. @ 21 Days

- oo+ 5) Conforms To F.D.O.T.

... &) llanuractured Per A.S.T.M • Invert: 1 . . - ' C-478 Latest Revision

24" Invert: 2 =·- 24" x 37"- 'C" BASE (6' WALL)-46" - (P1)

1f .Job Name: lntegra Cove Apartments - .Jon M. Hall Company

CF145&7 Drawn by: Don Whitford

Structure ID: 037 Spec: FOOT INDEX 232, 201 Rim: 113.45' Rim to Invert: 5.38' Type: "C" BASES Invert: 108.07' Overall Height: 6.333' Size: 24" x 37" Catch: O" Weight: 5054 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6210 - GRATE 2351b BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 59" 54021b

HOLES 1) 12"X24"X27"H -534 lb 3" MIN INSIDE CLEARANCE ON REINFORCING

JON M HALL COMPANY Q'APPROVED ·a APPROVED AS NOTED

ORESUBMIT

~ DAlE /-1. - I '1 SY:

Position Elev Angle Pipe Int. (cw) UP Ll Connector Ref Rim 114' /

Reducer Invert 1 107.39'1' 313° 18" RCP 30" O" 12"X24"X27"H P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: 11 24" x 37" - USF 6210-GRATE-(P4)

1) 65 K.S.I. Wire Mesh 24' x 37" · CHAIN & EYEBOL T -1 @ 30" - (P3)

" " ' 24" x 37' - "C" COLLAR (6" WALL)- 24" - (P2) Invert: 1 2) Grade 60 Rebar

12" 3) Type I 111 Cement

4) 4000 P.S.I. @ 21 Days

""'-o_:: 5) Conforms To F.D.O. T.

24" &) llanufactured Per A.S.T.M. 37" + C-478 Latest Revision

24" iiii•=·- 24' x 37" · "C" BASE (6" WALL)- 59" - (P1)

rr .Job Name: lntegra Cove Apartments - .Jon M. Hall Company

CF145&7 Drawn by: Don Whitford

Structure ID: 040 Spec: FOOT INDEX 232, 201 Rim: 114' Rim to Invert: 6.61' Type: "C" BASES Invert: 107 .39' Overall Height: 7.417' Size: 24" x 37" Catch: O" Weight: 6928 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT-1 @30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 25" 18991b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 66" 59341b

HOLES 1) HOLE 27" -397 lb 3" MIN INSIDE CLEARANCE

ON REINFORCING

JON M. HALL COMPANY I2( APPROVED 0 APPROVED AS NOTED

DRESUBMIT

BY: -))) DATE: 1--z.-t'f

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 114.71',..-

Reducer Invert 1 107.48'/ oo 18" RCP 12" O" HOLE 27" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: - USF 6212 GRATE - & IRON GRATE SEATS - (P4)

1) &5 K.S.I. Wire Mash ~4," x 37" · CHAIN ~ fl~BOLT -1 @ 30" - (P3)

24" x 37"- "C" COLLAR (6" WALL)-25" - (P2) 2) Grade 60 Rebar

" 3) Type I / II Cement

4) 4000 P.S.I.@ 21 Days

- I "+ 5) Conforms To F.D.O. T.

... 6) Manufactured Per A.S.T.M • ~7" • - C-478 Latest Revision

24" 24" x 37"- "C" BASE (6" WALL)-66" - (P1) lllil•=•-

w .lob Name: lntegra Cove Apartments - .Ion M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 041 Spec: FOOT INDEX 232, 201 Rim: 114.71' Rim to Invert: 7.23' Type: "C" BASES Invert: 107.48' Overall Height: 8.083' Size: 24" x 37'' Catch: O" Weight: 7703 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 1823 lb 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 56" 51741b

HOLES 1) HOLE 36" -725 lb 3" MIN INSIDE CLEARANCE ON REINFORCING JON M. HALL COMPANY

JZ(APPROVED 0 APPROVED AS NOTEL ORESUBMIT

BY: 1/7 DATE: 1-2-1~

Position Elev Angle Pipe Int. (cw) UP ( ) Connector Ref

Rim 113.75' / Reducer Invert 1 107.51' / 270° 24" RCP 18" O" HOLE 36" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE-& IRON GRATE SEATS-(P4)

1) 65 K.S.I. Wire Mesh 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P3) 11 11 I

2) Grade 60 Rebar 24" x 37" - "C" COLlAR (6" WALL)-24" -(P2)

3) Type 1111 Cement

4) 4000 P.S.I. @ 21 Days

- oo+ 5) Conforms To F.D.O. T.

~ ... 6) llanutactured Per A.S.T.M •

Invert: 1 " ' ' C-478 Latest Revision

24" llil•-;·-

24" x 37"- "C" BASE (6" WALL)-56" - (P1)

fl Job Name: lntegra Cove Apartments • Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 042 Spec: FOOT INDEX 232, 201 Rim: 113.75' Rim to Invert: 6.24' Type: "C" BASES Invert: 107.51' Overall Height: 7 .167' Size: 24" x 37" Catch: O" Weight: 6539 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b WALLS=3"x3" D4.3/D4.3 WWM, 1) 24" x 37" - CHAIN & EYEBOLT- 1 @30" 21b ADD #4@12"" OC HORIZ. 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 27" 20561b BASE SLAB=#5@9""0CEW 1) 58" x 60" - 76"x76" Red. Top Slab (C) CTR. - 8" 4030 lb 3" MIN INSIDE CLEARANCE 1) 58" x 60" - 5'x 5' F.T. Base (8"wall) - 48" 127401b

ON REINFORCING 2) HOLE 36" -14501b 2 #4 BAR TOP AND SIDES OF 1) 19"X19"X27"H -534 lb

HOLES 1) HOLE 27" JON M~COMPANY -397 lb

0 APPROVED PROVED AS NOTED ORESUBMIT

BY: --/'f) '

DATE: 1-1-1'"'1

Position Elev Angle Pipe Int. (cw) UP ( ) Connector Ref Rim 113.66'/

Reducer ~8'

Invert 1 107.18',. 270° 24" RCP 30" O" HOLE 36" P1 Invert 2 107.18' oo 24" RCP 29" O" HOLE 36" P1 Invert 3 107.18' 133° 18" RCP 57'' 1" 19"X19"X27"H P1 Invert 4 107.18' 180° 18" RCP 35" 1" HOLE 27" P1 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 2 SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS-(P5)

1) 65 K.S.I. Win Mash 24" x 37" - CHAIN & EYEBOLT -1 @ 30" -(P4)

111 111 2) Grade 60 Rebar 24" x 37" • "C" COLLAR F.B. (6" WALL)- 27" -(P3)

', 3) Type I / II Cement 111 111 4) 4000 P.S.I. @ 21 Days ' '

- I o+ 5) Conforms To F.D.O.T. 8" x 60" - 76"x76" Red. Top Slab (C) CTR. - 8" -(P2)

... &) llanulactured Per A.S.T.M. Invert: 1

, . - C:-478 Latest Revision

58"~ 19"

1.-.·~·- r x 60" -5'x 5' F.T. Base (8"w~I) -48" 1 (P1) 19" w ,,

Invert: 3

lnv~rt: 4

.Job Name: lntegra Cove Apartments - .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 043 Spec: FOOT INDEX 232, 201, 200 Rim: 113.66' Rim to Invert: 6.48' Type: "C" J-BOTTOM Invert: 107 .18' Overall Height: 7.583' Size: 58" x 60" Catch: O" Weight: 16712 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4,6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT- 1 @30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 51" 47941b

HOLES 1) HOLE 27" -397 lb 3" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY l2r APPROVED 0 APPROVED AS NOTED

DRESUBMIT

B't -1'6 DAlE: / - 'l - I '-(

Position Elev Angle Pipe Int. (cw) UP L) Connector Ref Rim 113.06' /

Reducer Invert 1 107.14',. oo 18" RCP 12" O" HOLE27" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS: -USF 6212 GRATE- & IRON GRATE SEATS- (P4)

1) 65 K.S.I. Wire Mash 24" x 37' - CHAIN & EYEBOLT - 1 @ 30" - (P3) 11 11 I

2) Grad• &O Rabar 24" x 37" - 'C" COLLAR (6' WALL)- 24" - (P2)

'" 3) Typ• I 111 Camant 4) 4000 P.S.I.@ 21 Days

- ( o+ 5) Confctrms To F.D.O. T.

I'" &) Manufactured Per A.S.T.M. 37" ~ C-478 Lat.st Ravisictn

24" 24" x 37' - "C" BASE (6" WALL) - 51' - (P1) 1:•-

w .lob Name: lntegra Cove Apartments • .Ion M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 044 Spec: FOOT INDEX 232, 201 Rim: 113.06' Rim to Invert: 5.92' Type: "C" BASES Invert: 107.14' Overall Height: 6.75' Size: 24" x 37" Catch: O" Weight: 6487 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 65" 58581b

HOLES 1) HOLE 36" -725 lb 3"' MIN INSIDE CLEARANCE 1) HOLE 27" -397 lb

ON REINFORCING JON M_ HALL COMPANY 0 APPROVED 12l'APPROVED AS NOTED

DRESUBMIT

BY: 76 DATE: 1-2-1'-(

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 113.85'/

Reducer Invert 1 106.9' / goo 24" RCP 18" O" HOLE36" P1 Invert 2 106.9' , 180° 18" RCP 12" 1" HOLE 27" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: -USF 6212 GRATE-& IRON GRATE SEATS-(P4)

1) 65 K.S.I. Wira Mesh 2.4." x 37" - CHAIN &, ~Y~BOLT -1 @ 30" - (P3) 24" x 37"- "C" COLLAR (6" WALL)-24" -(P2)

I \ 2) Grade 60 Rebar

3) Type 1111 Cement

4) 4800 P.S.I.@ 21 Deys

. I"+ 5) Conforms To F.D.O. T •

... a ~- &) llanufactured Per A.S.T.M • 37" nvert: 1 C-478 Latest Revision -~ .. ~

24" x 37" - "C" BASE (6" WALL) - 65" - (P1) ~ ...... _

G ;--- 1f :~ <vert: 2

Job Name: lntegra Cove Apartments - Jon M. Hall Company CF145&7 Drawn by: Don Whitford

Structure ID: 045 Spec: FOOT INDEX 232, 201 Rim: 113.85' Rim to Invert: 6.95' Type: "C" BASES Invert: 106.9' Overall Height: 7.917' Size: 24" x 37" Catch: O" Weight: 6826 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b WALLS=3"x6" W4.5/W2.0 WWM 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b BASE SLAB=#3@5.5" OCEW 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 26" 19801b 3" MIN INSIDE CLEARANCE 1) 60" - 76" Red. Top Slab ("C") - 8" 25391b

ON REINFORCING 1) 60" - 5' 0 F.T. Base (8"wall) - 48" 11410 lb 2 #4 BAR TOP AND SIDES OF 3) HOLE 36" -2175 lb

HOLES JON M.~ COMPANY 0 APPROVED PROVED AS NOTED

ORESUBMIT

BY: 71? DATE: L- 3-1'1

Position Elev Angle Pipe Int. (cw) UP L) Connector Ref Rim 113.04'~

Reducer ~Oe.:;z'

Invert 1 106.7'.- oo 24" RCP O" O" HOLE36" P1 Invert 2 106.7',. 158° 24" RCP 83" O" HOLE36" P1 Invert 3 106.7',... 248° 24" RCP -59" O" HOLE36" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS:

1) 15 K.S.I. Wire Mash - USF 6212 GRATE- & IRON GRATE SEATS-(PS)

24" x 37'- CHAii~ 8: EYEBSLT -1 @ 30" -(P4) 2) Gracia &O Rebar 111 111

" 3) Type I / II Cement 24" x 37"- "C" COLLAR F.B. (6" WALL)· 26" -(P3)

111 111 4) 4000 P.S.I.@ 21 Days - ( o+ 5) Confarms To F.D.O. T. 60" - 76" Red. Top Slab ("C")- 8" • (P2)

i.... &) llanufactured Per A.S.T.M. 1/- C-478 Latest Revision

\ 60" - 5' 0 F.T. Base (B"wall)-48" -(P1) Invert: 3 .

\

11 I I

Invert: 2

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: D46 Spec: FOOT INDEX 232, 201, 200 Rim: 113.04' Rim to Invert: 6.34' Type: "C" J-BOTTOM Invert: 106. 7' Overall Height: 7.5' Size: 60" Catch: O" Weight: 14021 lb

MACK CONCRETE INDUSTRIES, INC. Quote1D:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3''x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 1823 lb 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 57" 5250 lb

HOLES 1) HOLE 36" -725 lb 3" MIN INSIDE CLEARANCE

ON REINFORCING JON M. HALL COMPANY

121 APPROVED 0 APPROVED AS NOTED ORESUBMIT

BY: -£(2 DATE: /- l-1 'i

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref

Rim 113.29' Reducer Invert 1 107.01' 270° 24" RCP 18" O" HOLE 36" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE-& IRON GRATE SEATS-(P4)

1) &5 K.S.I. Win MHh 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P3) 11 11 I

2) Grade 60 Rebar 24" x 37" - "C" COLLAR (6" WALL)- 24" - (P2)

3) Type I 111 Cement 4) 4000 P.S.I. @ 21 Days

- oo+ 5) Conforms To F.D.O.T.

Invert: 1 ~ " :"" &) Manufactured Per A.S.T.M.

' ' C-478 Latest Revision

24" IM•·.•- 24" x 37" - "C" BASE (6" WALL)-57" -(P1)

~ .Job Name: lntegra Cove Apartments • .Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 047 Spec: FOOT INDEX 232, 201 Rim: 113.29' Rim to Invert: 6.28' Type: "C" BASES Invert: 107.01' Overall Height: 7.25' Size: 24" x 37'' Catch: O" Weight: 6615 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" - USF E COVER- - "STORM" 130 lb WALLS=3"x6" W4.5/W2.0 WWM 1) 24" - USF 170 RING 150 lb BASE SLAB=#3@5.S" OCEW 1) 24" -ADJUSTMENT - 4" 0 lb 3" MIN INSIDE CLEARANCE 1) 48" -4' DIA. ECG. CONE (5"WALL)- 18" 10801b

ON REINFORCING 1) 60" - 76" Red. Top Slab (4' DIA.) - 8" 18961b 2 #4 BAR TOP AND SIDES OF 1) 60" - 5' 0 F.T. Base (8"wall) - 54" 123101b

HOLES 1) HOLE 42" -964 lb 2) HOLE 36" JON M.~OMPANY -14501b

0 APPROVED PROVED AS NOTED ORESUBMIT

BY: [17 DATE: l-3-tl{ ~

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref Rim 113.63' ,,.

Reducer 1..,.., . ..,. Invert 1 106.61', oo 30" RCP O" O" HOLE42" P1 Invert 2 106.61' ,- goo 24" RCP 47" O" HOLE36" P1 Invert 3 106.61' / 195° 24" RCP -86" O" HOLE36" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS:

t) 65 K.S.I. Win M.sh 24" - USF E COVER- - "STORM' - (P6) F I 24" - USF 170 RING-(P5)

2) Grade 60 Rebar I I 24" -ADJUSTMENT -4" - (P4) I ~

" 3) Type I / II Cement 48" - 4' DIA. ECG. CONE (S'WALL)-18" - (P3)

4) 4000 P.S.I. @ 21 Days I ~°" - ( o+ 5) Conforms To F.D.O.T.

60" - 76" Red. Top Slab (4' DIA.)-8" - (P2)

.... &) llanulactured Per A.S. T .M. , :nvert: 2

' C-478 Latest Revision

I 60" -5' 0 F.T. Base (8'wall). 54" - (P1) 1- lii:ii•-,•-

?f I I Invert: 3

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 048 Spec: FOOT INDEX 200, 201 Rim: 113.63' Rim to Invert: 7.02' Type: STORM Invert: 106.61' Overall Height: 8.167' Size: 60" Catch: O" Weight: 13152 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37'' - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4,6/D4.6 1) 24" x 37'' - CHAIN & EYEBOLT - 1 @ 30" 21b WWM 1) 24" x 37'' - "C" COLLAR (6" WALL) - 29" 22031b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37'' - "C" BASE (6" WALL) - 66" 59341b HOLES 1) HOLE 27" -397 lb 3" MIN INSIDE CLEARANCE

JON IVI. HALL COMPANY ON REINFORCING BAPPROVED D APPROVED AS NOTED _,,,,"\;

' ' ' PLEASE VERIFY THAT THIS ORESUBMIT

STRUCTURE REQUIRES 12" , SUMP. -

'I.. \. 'l. 'l. 'I.. lr. l.. ' BY: If/ DATE: I -?..- I'-/ If..·~ ;;. torr«c:I-.

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 113.8'

Reducer Invert 1 106.83' 180° 18" RCP 12" 7" HOLE 27" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: -USF 6212 GRATE-& IRON GRATE SEATS· (P4)

1) 65 K.S.I. Wire MHh 24" x 37" - CHAIN & EYEBOLT -1 @ 30' • (P3) II II I

2) Grade 60 Rebar 24" x 37" - "C" COLLAR (6" WALL)- 29' - (P2)

3) Type I I II Cement

4) 4000 P.S.I.@ 21 Days

- 0"+ 5) Conforms To F.D.O. T.

... 6) llanufactured Per A.S.T.M • 37" ~ C-478 Latest Revision

2 .. 24' x 37"- "C" BASE (6' WALL)- 66' - (P1) llil•:•-,, w

Invert: 1

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 049 Spec: FOOT INDEX 232, 201 Rim: 113.8' Rim to Invert: 6.97' Type: "C" BASES Invert: 106_83' Overall Height: 8.417' Size: 24" x 37" Catch: 12" Weight: 8007 lb

MACK CONCRETE INDUSTRIES, INC. Quote1D:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @30" 21b WWM 1) 24" x 37" - "C" COLLAR (6" WALL) - 24" 18231b 1 #4 BAR TOP AND SIDES OF 1) 24" x 37" - "C" BASE (6" WALL) - 57" 5250 lb

HOLES 1 ) 20"X30"X36" H -725 lb 3"" MIN INSIDE CLEARANCE 1) HOLE 27" -397 lb

ON REINFORCING JON M. HALL COMPANY 121 APPROVED 0 APPROVED AS NOTED

ORESUBMIT

~ 16 DATE: J-l.-{'1

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 112.8' /

Reducer Invert 1 106.48'...- 240° 24" RCP 12" O" 20"X30"X36"H P1 Invert 2 106.48' oo 18" RCP 12" 1" HOLE 27" P1 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 2 SPECIFICATIONS: - USF 6212 GRATE- & IRON GRATE SEATS- (P4)

1) &5 K.S.I. Wire MHh 24" x 37" · CHAIN & EYEBOLT - 1 @ 30" - (P3) 11 11 I

2) Grade &O Rebar 24" x 37" - "C" COLLAR (6" WALL)- 24" - (P2)

'~ 3) Type 1111 Cement

4) 4000 P.S.I. @ 21 Days

- ( o+ 5) Conferms To F.D.O.T.

i.. &) llanufactured Per A.S.T.M. T' " C-478 Latest Revisien

30"

24'" w•=•- 24" x 37" - "C" BASE (6" WALL)· 57"- (P1)

20"

1f Invert: 1

.Job Name: lntegra Cove Apartments • .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 050 Spec: FDOT INDEX 232, 201 Rim: 112.8' Rim to Invert: 6.32' Type: "C" BASES Invert: 106.48' Overall Height: 7.25' Size: 24" x 37" Catch: O" Weight: 6218 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 265 lb BASE SLAB=3"x3" D4.6/D4.6 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 2 lb WWM 1) 24" x 37" - "C" BOX (6" WALL) - 64" 5782 lb 1 #4 BAR TOP AND SIDES OF 1) HOLE 27" -397 lb

HOLES 3" MIN INSIDE CLEARANCE ~ JON M. HALL COMPANY ON REINFORCING PROVED 0 APPROVED AS NOTED

ORESUBMIT

BY: :i.!.2 DATE: 1..- '"l - /Pf

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 113'/

Reducer Invert 1 108',.. 288° 18" RCP 22" O" HOLE 27" P1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: - USF 6212 GRATE - & IRON GRATE SEATS - (P3)

1) 65 K.S.I. Wire Mash 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" - (P2)

2) Grade 60 Rebar 3) Type I / II Camant

Invert: 1 4) 4000 P.S.I. @ 21 Days

~ - 0"+ 5) Conferms To F.D.O. T.

...... ~

6) llanufactured Per A.S.T.M • C-478 Latest Revisien 24" x 37"- "C" BOX (6" WALL)- 64" - (P1)

24" 1:•-

~ Job Name: lntegra Cove Apartments - Jon M. Hall Company

CF14567 Drawn by: Don Whitford

Structure ID: 051 Spec: FOOT INDEX 232, 201 Rim: 113' Rim to Invert: 5' Type: "C" BOX Invert: 108' Overall Height: 5.833' Size: 24" x 37" Catch: O" Weight: 5652 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" x 37" - USF 6212 GRATE - & IRON GRATE SEATS 2651b WALLS=3"x6" W4.5/W2.0 WWM 1) 24" x 37" - CHAIN & EYEBOLT - 1 @ 30" 21b BASE SLAB=#3@5.5" OCEW 1) 24" x 37" - "C" COLLAR F.B. (6" WALL) - 19" 1448 lb 3" MIN INSIDE CLEARANCE 1) 72" - 88" Red. Top Slab ("C") - 8" 41601b

ON REINFORCING 1) 72" - 6' 0 F.T. Base (8"wall) - 60" 15892 lb 2 #4 BAR TOP AND SIDES OF 1) HOLE 48" -1255 lb

HOLES 1) HOLE 36" -725 lb 1) HOLE 27" ~ JON M. HALL COMPANY -397 lb 1) HOLE 42" ROVED 0 APPROVED AS NOTED -964 lb

ORESUBMIT

BY: 115 DATE: /-2-[l/

Position Elev Angle Pipe Int. (cw) UPLJ Connector Ref Rim 113.1'/

Reducer l0€i.28' Invert 1 106.28'/ oo 36" RCP O" O" HOLE 48" P1 Invert 2 106.28' 102° 24" RCP 64" O" HOLE 36" P1 Invert 3 107.79' 194° 18" RCP -104" 20" HOLE27" P1 Invert 4 106.28' 276° 30" RCP -53" O" HOLE42" P1 Invert 5 Invert 6 Invert 7 Invert 8

Invert: 1 SPECIFICATIONS:

1) 65 K.S.I. Win Mash - USF 6212 GRATE- & IRON GRATE SEATS-(PS)

2) Grade 60 Rabar 24" x 37"- CHAIN & EYEBOLT -1 @ 30" -(P4)

I II II I

,, 3) Type I / II Cement 24" x 37" - "C' r~\LAR F.B. (6;l~ALL)-19" -(P3)

- 4) 4000 P.S.I. @ 21 Days 72' -88" Red. Top Slab \C')-8' - (P2) - ( '+ 5) Conforms To F.D.O. T.

' ~ 6) llaaufactured Per A.S.T.M. Invert: 4 I ---... C-478 Latest Ravision

I 72" -6' 0 F.T. Base (8"wall)- 60' - (P1)

Invert: 2 I 1111•=•-

1f I I

Invert: 3

Job Name: lntegra Cove Apartments • Jon M. Hall Company CF14567 Drawn by. Don Whitford

Structure ID: 052 Spec: FOOT INDEX 232, 201, 200 Rim: 113.1' Rim to Invert: 6.82' Type: "C" J-BOTTOM Invert: 106.28' Overall Height: 7.917' Size: 72" Catch: O" Weight: 18426 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: WALLS & 1) 37" x 49" - USF 6607 - GRATE 1901b BASE SLAB=3"x3" D4.6/D4.6 1) 37" x 49" - CHAIN & EYEBOLT - 1 @30" 21b WWMBOksi 1) 37" x 49" - "D" COLLAR (6" WALL) - 24" 24481b (ADD #4@ 12" OCEW OVER 1) 37" x 49" - "D" BASE (6" WALL) - 60" 7681 lb

13') 1) 24"X42"X48"H -1542 lb 1 #4 BAR TOP AND SIDES OF 1) SLOT 6"H x 49"W -155 lb

HOLES 3" MIN INSIDE CLEARANCE

JON M. HALL COMPANY ON REINFORCING l2f APPROVED D APPROVED AS NOTED

DRESUBMIT

BY: )ts DATE: /-l-1'1

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref Rim 109.5'/

Reducer Invert 1 103'/ 129° 36" RCP 39" O" 24"X42"X48"H P1 Invert 2 109'" 270° 6" x 49" SLOT 24" 18" SLOT 6"H x 49"W P2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

SPECIFICATIONS: 11 37" x 49" - USF 6607 - GRATE - (P4)

1) &5 K.S.I. Wire Mesh 37" x 49" - CHAIN & EYEBOLT -1 @ 30' - (P3)

I 11 I

37' x 49" - "D" COLLAR (6" WALL)- 24" - (P2) 2) Grade 60 Rebar 3) Type I / II Cement

4) 4800 P.S.I.@ 21 Days

- oo+ 5) Conforms To F.D.O. T. .... 6) llanufac:tured Per A.S.T.M •

Invert: . ""'--1... -

. """ 42" C-478 Latest Revision

37" :lil•=·-37' x 49" - "D' BASE (6" WALL)- 60" -(P1)

24"

11 Invert: 1

Job Name: lntegra Cove Apartments - Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 053 Spec: FDOT INDEX 232, 201 Rim: 109.5' Rim to Invert: 6.5' Type: "D" BASES Invert: 103' Overall Height: 7.5' Size: 37" x 49" Catch: O" Weight: 8624 lb

MACK CONCRETE INDUSTRIES, INC. QuotelD:2013120364

Structure Notes: 1) 24" - USF E COVER- - "STORM" '130 lb WALLS=3"x6" W4.SIW2.0 WWM 1) 24" - USF 170 RING 1501b BASE SLAB=#3@5.S" OCEW 1) 24" - ADJUSTMENT - 6" Olb 3" MIN INSIDE CLEARANCE 1) 60" - 76" Top Slab (24" Offset) - 8" 25191b

ON REINFORCING 1) 60" - 5' 0 F.T. Riser (8"wall) - 72" 109121b 2 #4 BAR TOP ANO SIDES OF 1) 60" - 5' 0 Base (8"wall) - 72" 15050 lb

HOLES 1) HOLE 36" -725 lb

~ ' ' ' ' ' ' ' ' 1) 27" KNOCK-OUT -397 lb

PLEASE VERIFY THAT THIS A 1) HOLE 42" -964 lb STRUCTURE REj.UIR612" SUMP. C.Orr" / A

A

PLEASE VERIFY ALL PIPE A

SIZES. \ \. \. \. \. ... \. l.

Position Elev Angle Pipe Int. (cw) UPL) Connector Ref

Rim 114.2' Reducer Invert 1 101.5' oo 24" RCP O" 6" HOLE36" P1 Invert 2 108.63' 172° 18" RCP 90" 21" 27" KNOCK-OUT P2 Invert 3 101.5' 266° 30" HOPE -49" 6" HOLE42" P1 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8

Invert~ SPECIFICATIONS: =i4" - USF E COVER- - "STORM" - (P6)

1) 15 K.S.I. Wire Mesh " ' 24"-USF170RING-(PS) I 24" -ADJUSTMENT -6" - (P4)

2) Grade 60 Rebar 60" - 76" Top Slab (24" Offset)- 8" -(P3)

. ' 3) Type I I II Cement 111

4) 4800 P.S.I. @ 21 Days 60" -5' 0 F.T. Riser (8"wall)- 72" • (P2)

- ( o+ 5) Conforms To F.D.O. T. I'*' &) Manufactured Per A.S.T.M.

Invert: -:i I , C-478 Latest Revision

IM-;·-

' w 60" -5' 0 Base (8"wall)- 72" -(P1)

lnve1rt: 2 I I

.Job Name: lntegra Cove Apartments - .Jon M. Hall Company CF14567 Drawn by: Don Whitford

Structure ID: 03 Spec: FOOT INDEX 200, 201 Rim: 114.2' Rim to Invert: 12. 7' Type: STORM (No Reducer) Invert: 101.5' Overall Height: 14.333' Size: 60" Catch: 12" Weight: 26675 lb

1105 Kensington Park Drive

Ph : 407-478-4500

Altamonte Sprgs, FL 32714

Roger B. Kennedy, Inc.

Date: 1/22/2014

Job: 13-5156 Integra Cove Apartments

Letter of Transmittal

Transmittal #: 5To: Ortiz, Rick

Poulos and Bennett

4625 Halder Lane, Suite B

Orlando, FL 32814

Ph: (407) 487-2594 Fax: (407) 487-2594

Subject: Submittal

Samples

Change order

Shop drawings

Under separate cover via the following items:AttachedWE ARE SENDING YOU

Submittal

Prints Plans

Copy of letter Specifications

DescriptionNo.DateCopiesDocument Type

1 22-1000-2 Rev 0 Plumbing - Utility Pipe and FittingsSubmittal

Other

PRINTS RETURNED AFTER LOAN TO USFOR BIDS DUE

For review and comment

Return ___ corrected printsReturned for corrections

Submit ___ copies for distributionApproved as noted

For approval Resubmit ___ copies for approvalApproved as submitted

THESE ARE TRANSMITTED as checked below:

Remarks:

For your use

As requested

Copy To: Dinkins, Andrea (Roger B. Kennedy, In)

Signature:From: Scott, Shelton (Roger B. Kennedy, In)

If enclosures are not as noted, kindly notify us at once. Page 1 of 1

Roger B. Kennedy, Inc.General ContractorsConstruction Managers

SPEC. SECTION__________ DRAWING NO.__________

SUBMITTAL

NO EXCEPTION TAKEN

SUBMIT SPECIFIED ITEM

REJECTED

REVIEWED

RESUBMIT

Checking is for general conformance to plans and specifications. Subcontractor/Vendor is responsible for quanities, dimensions and coordination with other trades. Any action shown is subject to contract requirements and does not authorize any changes involving additional costs without written approval of an authorized representative of Roger B. Kennedy, Inc.

BY__________________________DATE_______________

APPROVED AS NOTED

x

x

Shelton Scott 01/22/2014

221000-2

Integra Cove Apts.

Plumbing- Utility Pipe and Fittings.

STORM

ID A

12" 1.40"

15" 1.65"

18" 1.84"

21" 2.16"

24" 2.35"

27" 2.61"

30" 2.66"

33" 2.91"

36" 3.16"

12" 1.40"

15" 1.65"

18" 1.84"

21" 2.16"

24" 2.35"

27" 2.61"

WALL• . " .

. .

Roberts (Prestress, Precast and Pipe Division) 1203 70th Ave. • Roberts, WI 54023 toll free (800) 426-1126 www.countymaterials.com

~L2=11

" . ' " . .

• . ..

D1 D2

L _I_

Drawing#: P-1 Date: 0307

Reinforced Concrete Pipe Gasket Joint Details

12" to 36" - "C" and "B"Wall

L1

. .. ""' WALL

"

SECTION VIEW - 27" PIPE AND SMALLER

. . . " ... . .....- • N >- >- .. • ...

...-~.;:::::.=;:!:::;---"-".1._....._,,,· •

WALL". . . · l . . . . .

. " .. .. . .. x <(

01 02

L _I_

L1

. .. ... .. . • WALL . .. .. . . ..

NOTES: ..

SECTION VIEW - 30" TO 36" PIPE

MEETS OR EXCEEDS THE REQUIREMENTS OFASTM C-76AND ASTM C-443

SINGLE OFFSET JOINT FOR RC PIPE CWALL

01 D2 J x Y1 Y2 WALL l1 L2 WT./FT.

15.155" 15.223" 3o/s" 1.750" 0.126" 0.326" 2%" 1Y.i" 5Y:i" 140 lbs.

18.655" 18.723" 3o/s" 1.750" 0.126" 0.326" 3" 1~6" 5Y.i" 180 lbs.

22.030" 22.098" 3o/s" 1.750" 0.126" 0.326" 3Y.i" 1o/s" 5Y:i" 230 lbs.

25.672" 25.724" 3'.{i" 1.750" 0.126" 0.326" 3Y:i" 11Y,6" 5%" 280 lbs.

29.047" 29.099" 3'.{i" 1.750" 0.126" 0.326" 3%" 2" 6" 340 lbs.

32.564" 32.608" 4" 1.750" 0.126" 0.326" 4" 2" 6" 410 lbs.

35.892" 35.976" 4" 1.750" 0.126" 0.326" 4Y.i" 2" 5Y:i" 480 lbs.

39.400" 39.476" 4\" 1.750" 0.126" 0.326" 4Y:i" 2\" 6" 510 lbs.

42.900" 42.976" 4Ya" 1.750" 0.126" 0.326" 4%" 2%" 7" 630 lbs.

SINGLE OFFSET JOINT FOR RC PIPE BWALL

15.155" 15.223" 3o/s" 1.750" 0.126" 0.326" 2" 2" 5Y:i" 110 lbs.

18.655" 18.723" 3o/s'' 1.750" 0.126" 0.326" 2Y.i" 2Y,6" 5Y.i" 150 lbs.

22.030" 22 .098" 3o/s" 1.750" 0.126" 0.326" 2Yz" 2o/s" 5Yz" 190 lbs.

25.672" 25.724" 3'.{i" 1.750" 0.126" 0.326" 2%" 2~6" 5%" 240 lbs.

29.047" 29 .099" 3'.{i" 1.750" 0.126" 0.326" 3" 2%" 6" 315 lbs.

32.564" 32.608" 4" 1.750" 0.126" 0.326" 3Y.i" 2%" 6" 380 lbs.

TerraTex N04

815 Buxton Street I Winston Salem, NC 12710'1

PH: 888.239.45391FAX: 336.747.1652

www.HanesGeo.com

Nonwoven Geotextile

TerraTex N04 is a nonwoven geotextile made up of polypropylene fibers. These fibers are needled to form a stable and durable network such that the fibers retain their relative position. It is non­biodegradable and resistant to most soil chemicals, acids and alkali with a pH range of 3 to 12. TerraTex N04 is manufactured to meet or exceed the following minimum average roll values:

Minimum Average Minimum Average Roll Value Roll Value

Property Test Method English Metric

Weight (Typical) ASTM D-5261 3.5 oz/yd2 105 g/m2

Grab Tensile ASTM D-4632 901b 0.350 kN Grab Elongation ASTM D-4632 50% 50% Trapezoid Tear ASTM D-4533 401b 0.178 kN

Puncture Resistance ASTM D-4833 601b 0.267 kN CBR Puncture ASTM D-6241 2651b 1.18 kN Mullen Burst ASTM D-3786 185 psi 1275 kPa Permittivity ASTM D-4491 2.0 sec-1 2.0 sec-1

Water Flow Rate ASTM D-4491 150 gal/min/ft2 6095 1/min/m2

AOS ASTM D-4751 50 US Sieve 0.30 mm UV Resistance ASTM D-4355 70% @500 hr 70%@500 hr

5/2012

*DISCLAIMER: Descriptions regarding the products described herein are based solely upon Information provided by the manufacturer and are provided for informational purposes only. NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS, EACH OF WHICH IS HEREBY DISCLAIMED. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The final determination as to the suitability of any product of Hanes Geo Components in any particular application rests solely with the user. Hanes Geo Components reserves the right to alter or modify its products and descriptions at any time without notice. 2012-06-01

SEWER

SCOPE

PVC Gravity Sewer Pipe ASTM D-3034 and ASTM F-679

GREEN Short Form Specification

SDR-35

This specification covers the requirements for Poly(Vinyl Chloride PVC) gravity sewer pipes with integral bell and spigot gasketedjoints. Nominal sizes 4" 6' 8" 10", 12" & 15" are manufactured to meet requirements of American Society for Testmg and Materials standard ASTM D-3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe. Nominal sizes 18", 21" 24", 27" and 30" comply with ASTM F-679, Standard Specification/or Poly(Vinyl Chloride) (PVC) Large Diameter Plastic Gravity Sewer Pipe.

MATERIALS

Pipe is manufactured from PVC compound meeting the requirements of cell class 12454-B as defined by ASTM D-1784, Standard Specification/or Rigid Poly(Vinyl Chloride) (PVC) Compounds. These materials are classified as type T-1 in ASTM F-679.

PIPE

Pipes are manufactured for use in gravity flow applications, such as sanitary sewer lines. These pipes are produced with wall thickness corresponding to dimension ratio SDR-35, with pipe stiffness value of 46 psi when tested in accord with ASTM D-2412, Standard Test Method for Determination of External Loading of Plastic Pipe by Parallel Plate Loading. Standard laying length is 13 feet. ·

JOINTS

The Pipe utilizes a "locked in" integral gasket joint design meeting the requirements of ASTM D-3212, Standard Specification for Joints for Drain and Sewer Pipes Using Flexible Elastomeric Seals. The gaskets are reinforced with a steel band and conform to the requirements of ASTM F-477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipes.

MARKING

Pipe markings are as specified in ASTM D-3034 and ASTM F-679.

TEST REQUIREMENTS

Quality assurance testing is as required by ASTM D-3034 and ASTM F-679.

SDR-35 (Pipe Stiffness 46 psi)

Pipe Size Outside

Diameter 4 4.22

(6) 6.28 ( 8 ) 8.40

10 10.50 12 12.50 15 15.30 18 18.70 21 22.05 24 24.80 27 27.95 30 32.00*

Technical Data GREEN

PVC Gravity Sewer Pipe

Average Minimum Inside Wall

Diameter Thickness 3.97 .120 5.91 .180 7.92 .240 9.90 .300 11.78 .360 14.43 .437 17.63 .536 20.78 .632 23.38 .711 26.35 .801

30.19* .914*

Stop Mark

4.00 5.00 6.00 7.00 8.00 8.00 9.00 9.50 10.50 11.50 15.00

* The 30" nominal size corresponds to the cast iron outside diameter (CIOD) sizing series.

Dimensions in inches, except as noted. Revised 3/97

Approximate Weight

(Lbs./Ft.) 1.1 2.4 4.2 6.6 9.5 14.2 21.5 30.3 38.6 49.2 64.l

MARKING TAPE SPECIFICATIONS PATENT#: 4,623,282

DETECTABLE UNDERGROUND UTILITY MARKING TAPE SPECIFICATIONS, TEST DATA & COLOR CODES

I. SPECIFICATIONS Tape consists of a minimum 5 Mil overall thickness with no less than a 0.00035"

(0.35 Mil) solid aluminum foil core. Construction is 0.8 Mil clear polypropylene film, reverse p1·int, laminated to aluminum foil, laminated 3. 75 Mil clear polyethylene. All detectable marking tapes must be permanently printed. All PRO-LINE tape meets or exceeds the industry standards including the American Public Works Association (APW A) color code.

II. TEST DATA Thickness Tensile Strength Elongation Colors

METHOD ASTMD2103 ASTMD882 ASTMD882-75B APWACoded Boiling Water Mfg. Specs

VALUE 5.0 Mil 35 lbs.finch (15,000 PSI) 80% See Below

11.

Bond Strength Adhesives Botton1 Layer Top Layer Foil Message Repeat Inks Flexibility Printability

COLOR CODE

-.. --~-Jlreen Orange Purple Red Yellow

Mfg. Specs Mfg. Specs Mfg. Specs Mfg. Specs Mfg. Specs ASTM671-76 ASTMD 2578

5 Hours w/o Peel M01ion 548 or Equivalent Virgin PE Virgin PET Industry Standard Varies per Legend AXL II · Pliable Hand 45 Dynes

Water & Associated Lines Sanitary & Associated Sewer Lines Telecommunications Lines Reclaimed Water Lines Electric & Associated Lines Gas & Associated Lines

• ALL DETECTABLE MARKING TAPES SHOULD BE PERMANENTLY PRINTED

SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS

1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784.

2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa).

3.0 Injection Molded Fittings are produced in sizes 4" (lOOmm) through 12" {300mm) diameter. Fabricated Fittings are produced in sizes 4" {lOOmm) through 36" {973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components.

4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability.

5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number {D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer's date and shift code.

6.0 Testing. A test after installation of either low pressure air {Uni-B-6) or a water infiltration-exfiltration test is recommended.

7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Y,% of base ID as shown in table Xl.1 of D 3034, and X2.1 of F 679.

8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings.

8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12" {305mm) over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications.

8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions.

9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Y." per foot (20.8mm/meter) for 4" (lOOmm) nominal pipe and 1/8" {10.4mm/meter) per foot for 6" (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered.

9.1

Summary:

811

Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" (lOOmm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings.

Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked.

1

Intro:

Material:

GPK FITTING SUBMITTAL SHEET

GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" (lOOmm) through 12" {300mm) diameter. Fabricated fittings are produced in sizes 4" (lOOmm) through 36" (973mm) diameter.

Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance.

Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM 01784.

Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784.

Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC.

Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below:

4" - 5" 150 Ft-Lbs (lOOmm - 125mm 203 J)

6" - 8" 210 Ft-Lbs (150mm - 200mm 284 J)

10" - 36" 220 Ft-Lbs (250mm - 973mm 299 J)

Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg).

Pipe Stiffness:

Pipe Flattening:

Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below:

4" 50 Ft-Lbs (lOOmm 68 J)

6" - 8" 75 Ft-Lbs (150mm - 200mm 102 J)

10" - 12" 90 Ft-Lbs (250mm - 300mm 122 J)

Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679.

Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking.

Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes@ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa).

Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity.

Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting.

Joining Methods: Chemically Fused Solvent Weld Joints

Saddles:

2

Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours.

Heat Fusion Welded Joints (Butt Fusion Welds)

Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212.

Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe.

Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe.

The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel.

GPK does not recommend gasket skirts where air tests are required.

Epoxy Reinforced Welds.

811

P.O. Box 3300, Term."A" London, Ont. Canada

N6A 4K3 (519) 681-2140 1-800-265-1815

Fax (519) 681-2156

MUL Tl FITTINGS Engineered Tough

,-r~.,.c:h -.-<> Lm g .....

4507 LeSaint Court Fairfield, Ohio USA

45014 (513) 942-9910 1-800-523-3539

Fax (513) 942-9914

SOR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE

Scope: This letter of compliance covers Multi Fittings requirements for 4" through 42" (100 mm - 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA) and the International Association of Plumbing and Mechanical Officials (IAPMO).

Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B 182.1 and CSA B 182.2 and is suitable for the non-pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage.

Material: Rigid PVC Poly(Vinyl Chloride) used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 "Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe" for low-head applications for rubber gaskets ASTM F 913 "Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe" for TPE gaskets

Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittings" CSA B182.1 "Plastic Drain and Sewer Pipe and Pipe Fittings" CSA B182.2 "PVC Sewer Pipe and Fittings (PSM Type)" IAPMO "Uniform Plumbing Code"

MULTI FITTINGS Page 2/ .. . Trench Tough SDR35 Gasketed Sewer Fittings

Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 "Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings" ASTM D 3212 "Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals" ASTM F 679 "Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings" ASTM F 1336 "Standard Specification for Poly(Vinyl Chloride) (PVC) Casketed Sewer Fittings" CSA B182.2 "PVC Sewer Pipe and Fittings (PSM Type)" Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting.

Markings: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings, material designation, compliance to standard, and manufacturer's name or trademark.

Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black.

Yours truly,

~~r(-Frank Yorio Senior Vice President, Operations

Issue Date: 2010-11-22

ATER

A WWA C-900 PVC Water Pipe ~

Short Fo~cification

SCOPE

This specification covers the requirements for Poly(Vinyl Chloride) (PVC) water distribution pipes ith integral bell and spigot gasketed joints in Cast Iron Outside Diameter (CIOD) nominal size ·4 6' t 8 '. 10 ' and 12''. These pipes meet the requirements of American Water Works Association standard ANSI/A WWA C-900.

MATERIALS

Pipe is manufactured from virgin PVC compound meeting the requirements of cell class 12454-B as defined by ASTM D-1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds. These compounds have a hydrostatic design basis rating of 4,000 psi for water at 73 .4 °F. The compound is certified by NSF International to ANSI/NSF Standard 61.

PIPE

Pipes are manufactured to the ~n Outside Diameter nominal size series for use as a pressure conduit. The DR-14,~and DR-25 wall thickness class pipes are rated as Pressure Class 200, 150 and 100 respectively. Pressure Classes refer to working pressure ratings in water service at 73.4°F, which provide a 2 foot per second surge allowance with a 2.5:1 long term hydrostatic design safety factor. The pipe utilizes a "locked in" integral gasket joint design meeting the requirements of ASTM D-3139, Standard Specification for Joints/or Plastic Pressure Pipes Using Flexible Elastomeric Seals. The gaskets are reinforced with a steel band and conform to the requirements of ASTM F-477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipes. Pressure Class 150 (DR-18) and Pressure Class 200 (DR-14) pipes are listed with Underwriters Laboratories and Factory Mutual for use in fire protection service.

MARKING

Pipe markings are as specified in ANSI/A WWA C-900.

TEST REQUIREMENTS

Quality assurance testing is as required by ANSI/ A WW A C-900. As part of that testing, each length of pipe, including the integral bell, is hydrostatic pressure tested as four times the pressure class rating of the pipe for a minimum dwell period of five (5) seconds.

Technical Data

ASTM D-2241 PVC Pressure Pipe

DR-25 (Pressure Class 100)

Pipe Average Minimum Outside Stop

Approximate Size Outside Inside Wall Diameter Weight

Diameter Diameter Thickness at Bell Mark (Lbs./Ft.)

4 4.80 4.42 .192 6.10 4.9 1.9 6 6.90 6.35 .276 8.25 6.7 3.8 8 9.05 8.33 .362 11.25 8.0 6.6 10 11.10 10.21 .444 13.25 9.0 10.0 12 13.20 12.14 .528 16.00 9.5 14.2

DR-18 (Pressure Class 150)

Pipe Average Minimum Outside Stop

Approximate Size Outside Inside Wall Diameter

Mark Weight

Diameter Diameter Thickness at Bell (Lbs./Ft.) "1...J 4.80 4.27 .267 6.20 4.9 2.5 {6) 6.90 6.13 .383 8.25 6.7 5.2

( ll J 9.05 8.04 .503 11.25 8.0 9.0 (IOj 11.10 9.87 .617 13.25 9.0 13.7

12 13.20 11.73 .733 16.25 9.5 19.4

DR-14 (Pressure Class 200)

Pipe Average Minimum Outside Stop

Approximate Size Outside Inside Wall Diameter Weight

Diameter Diameter Thickness at Bell Mark (Lbs./Ft.)

4 4.80 4.11 .343 6.36 4.9 3.2 6 6.90 5.91 .493 8.50 6.7 6.6 8 9.05 7.76 .646 11.50 8.0 11.4 10 11.10 9.51 .793 13.75 9.0 17.3 12 13.20 11.31 .943 16.50 9.5 24.5

Dimensions in inches, except as noted. Revised 3/97

Series I IOOC for C900/C905 PVC Pipe

FEATURES & ADVANTAGES

• 360° Contact. No Pipe Distortion or Point Loading

INFORMATION

PVC Restrainers for restraining pipe and PVC pipe bell joints. These restraints work in any type of soil for a guaranteed joint restraint with the full rated pressure of the PVC pipe on which it is installed.

PVC restrainers can be installed on new or existing systems, totally eliminating the use of thrust blocks. These restrainers have internal serrations that lock onto the pipe and give 360° contact and support the pipe wall. Restraint devices may be used with any type of PVC piping system.

Can be Installed on New or Existing Systems

• Made of Ductile Iron - ASTM Grade 536, Grade 65-45-12

• Restrainers work with Push-On Pipe Bells.

• All Restrainers are Machined to Exact Tolerances.

• Rated at the Full Rated Pressure of Any Class of PVC Pipe with a 2: 1 Safety Factor

• Can Be Installed Outside the Trench, to Ease Installation 11 OOC on pipe bell

• T-Bolts/Rods/Hex Nuts: Low Alloy Steel Per ANSl/AWWA Cl 11 /A21.11

• Clamping Bolts: SAE J429 Grade 5

• Series l lOOC is approved by Factory Mutual Research in sizes 4"-10" for use on DR18, C900 PVC pipe.

• Available in sizes 4"-48"

• Standard color is Graphite Black (RAL 9011 ).

• Casting halves for IPS PVC pipe color is Moss Green (RAL 6005).

PVC restraint devices shall be manufactured of high strength ductile iron in accordance to ASTM A536 Grade 65-45-12 for all sizes. Internal serrations will be machined to provide exact tolerances to provide 360° contact and support of the pipe waif. PVC Restraint devices shall have a pressure rating of 2: 1 (i.e. twice the pressure rating of the PVC pipe on which it is used}. Serrated Rings shall be used to grip the pipe and be capable of being installed bidirectional.

REV.07

Page 43

s ~EG~IE~ED TRADEMAki: Of S IA~-Pll'E rRooOcis

SlAR" f' IPt pRODUC:lS ~OUSlON CORPO~ ... TE l lOlL FREE. T-80Q.~9'10il'1 lf11X '.18! -568-9000

www,slarpipeproducls.com

TECHNICAL INFORMATION

RESTRAINER

t B

~ ' 4" - 12" Sizes

PIPE RESTRAINERS 1100 SPECIFICATIONS*

PVC PIPE WITH PVC PIPE WITH STEE~

NOM. DUCTILE IRON PIPE PIPE O.D. STYLE O.D. STYLE 1 lOOC 1100s SIZE

O.D. ITEM CODE O.D. ITEM CODE -

~ 4.80 PRCl 104 4.50 PRSl 104

6 6.90 PRCl 106 6.63 PRS1106

9.05 PRCl 108 8.63 PRSl 108

0 11.10 PRCl 110 10.75 PRSl 110 12 13.20 PRCl 112 12.75 PRSl 112 14 15.30 PRCl 114 NIA NIA 16 17.40 PRCl 116 NIA NIA 18 19.50 PRCl 118 NIA NIA 20 21.60 PRC1120 NIA NIA 24 25.80 PRC1124 NIA NIA 30 32.00 PRC1130 NIA NIA 36 38.30 PRCl 136 NIA NIA 42 44.50 PRCl 142 NIA NIA 48 50.80 PRCl 148 NIA NIA

'All dimensions in inches except where indicated.

<Ill REGISTERED TRADEMARK OF STAR PIPE PRODUCTS

STAR• PIPE PRODUCTS HOUSTON CORPORATE!IOLL FREE l-BOC>999-30091FAX281-558-9000 www.s1orpipaproducts.com

Pipe Restrainers series 1100 11 OOC Bell Restrainers for AWWA C900/C905 PVC Pipe

and 11 OOS Bell Joint for IPS PVC Pipe

14" - 48" Sizes

RESTRAINT A B c BOLTS/RODS

APPROX. MAX.

QTY SIZE

1.12 9.1 2 12.00 2 314 Xl 7

1.15 11.12 13.00 2 314 x 17

1.47 14.75 15.00 2 3/4 x 17

l.38 16.82 16.00 4 314 x 24

1.42 19.46 18.00 4 314 x 24

4.00 22.55 24.00 6 314 x 30

4.00 24.65 28.00 6 314 x 30

5.00 26.65 28.00 8 3/4 x 30

6.87 28.75 28.00 8 314 x 36

6.87 33.90 34.00 12 314 x 36

9.40 42.40 38.00 14 1x40 10.00 49.10 38.00 14 1x40

11 .00 57.00 46.00 16 l l 14 x 48

11.00 63.88 46.00 16 l 114 x 48

Page 44

CLAMPING BOLTS

QTY SIZE

4 518 x 3 112 4 518 x 3 112

4 314 x 4

4 718 x 5

4 718 x 5

8 718X 7

8 718 x 7

8 718 x 7

12 1 118 x 9

12 1 118 x 9

16 1 118 x 10

16 l 118 x 10

12 l 112 x 10

12 l 112 x 10

APPROX WT.

(LBS)

16 20

32

52

56

150

154

222

330

380

820 984

1916

2242

REV.07

<@> App!llvail .............

laOIM1:lOOO

PRODUCT DATA SHEET ......-...~~· ..

I -1 se; Controlled Document - Engineering Drive ----­~----.. ---PART NUMBER: 54493 DESCRIPTION: 10 AWG SOLID PE TRACER WIRE CONSTRUCTION: APPROVALS:

This cable consists of one bare copper polyethylene insulated conductor. UL Misc. Wires

APPLICATION: Underground Tracer Wire

Construction Parameters:

Conductor Stranding Insulation Material Insulation Thickness Insulated Conductor Diameter Number of Conductors

Electrical & Enviromental Properties:

Temperature Rating Operating Voltage DC Resistance per Conductor@ 20°c

Insulation Colors

10 AWG Bare Copper Solid PE 0.047" Norn. 0.196" Norn. 1

-20°C to 60°C 600 V RMS Max. 1 Ohms/1 M' Norn.

Various Orange: Fiber Optic Tracer Wire Blue: Water Pipe Tracer Wire Yellow: Gas Pipe Tracer Wire Any other color: Dog Containment Wire

1530 Shields Drive Waukegan, IL 60085

Toll-Free (800) 323-9355 Fax: (847) 689-1192

Legend (Surface Ink Print) BARON WIRE E54868 BARO-LEAN (UL) TYPE SPRINKLER

SYSTEM WIRE OR TRACER WIRE 600V PE 60°C C(UL) TYPE GCS OR LSS 30V 10 AWG DIRECT BURIAL ONLY

This product complies with European Directive 2002195/EC (RoHS) On special orders, the customer will accept all mil lengths and+/- 10 percent of total order requested.

The information presented here is, to the best of our knowledge, true and accurate. Since conditions of use are beyond Coleman Cable's

control all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable

or confer any rights on any customer. The sale of products(s) Is conditioned upon acceptance of a purchase order subject to Coleman

Cable's standard terms and conditions contained therein, Including without limitation Coleman Cable's standard warranty. Coleman Cable

disclaims all liability In connection with the use of information contained herein or otherwise.

This specification is proprietary intellectual property of Coleman Cable. Any information contained herein shall not be disclosed to any

party without written consent of Coleman Cable.

Customer Name ___ ______________ ~

Customer Approval ---------------- -

Specification Issue Date: May 4, 2006

1-800-323-9355 (Phone) 1-847-689-1192 (Fax) 54493t

Designed By PEP © 2006 Coleman Cable, Inc.

MARKING TAPE SPECIFICATIONS PATENT#: 4,6231282

DETECTABLE UNDERGROUND UTILITY MARKING TAPE SPECIFICATIONS, TEST DATA & COLOR CODES

I. SPECIFICATIONS

II.

11.

Tape consists of a minimum 5 Mil overall thickness with no less than a 0.00035" (0.35 Mil) solid aluminum foil core. Construction is 0.8 Mil clear polypropylene film, reverse print, laminated to aluminum foil, laminated 3. 75 Mil clear polyethylene. All detectable marking tapes must be permanently printed. All PRO-LINE tape meets or exceeds the industry standards including the American Public Works Association (APW A) color code.

TEST DATA Thickness Tensile Strength Elongation Colors Bond Strength Adhesives Bottom Layer Top Layer Foil Message Repeat Inks Flexibility Printability

COLOR CODE c B1u~

Green Orange Purple Red Yellow

METHOD ASTMD2103 ASTMD882 ASTMD882-75B APWACoded Boiling Water Mfg. Specs Mfg. Specs Mfg. Specs Mfg. Specs Mfg. Specs Mfg. Specs ASTM671-76 ASTMD 2578

VALUE 5.0 Mil 35 lbs.finch (15,000 PSI) 80% See Below 5 Hours w/o Peel M01ton 548 or Equivalent Virgin PE Virgin PET Industry Standard Varies per Legend AXL II · Pliable Hand 45 Dynes

Water & Associated Lines Sanitary & Associated Sewer Lines Telecommunications Lines Reclaimed Water Lines Electric & Associated Lines Gas & Associated Lines

• ALL DETECTABLE MARKING TAPES SHOULD BE PERMANENTLY PRINTED

r623land 624 Fabricated lieehanical Joint Tapoina Sleeve 623 Certified to NSF®/A~SI 61-G

The Smith-Blair Solution The Smith-Blai~ Style 623

and 624 Tapping Sleeves are lightweight alternatives to cast mechanical joint style sleeves.

The Style 623 and 624 can be fabricated to your application requirement in Carbon S teel or Stainless Steel.

The S tyle 623 and 624 seals as opposed to the 623 that Tapping Sleeves utilize gland uses more of a coupling design. gaskets and are especially suited For more information on for applications where the Smith-Blair®'s Mechanical Joint condition of the pipe at the t ap Tapping Sleeve, or any other location will not accommodate a Smith-Blair® product, cont act neck seal. your local Smith-Blair® distributor

The 624 has true MJ end or Area Territory Manager.

Priced on Application Non-Returnable Specials

623 Tapping Sleeve

624 Tapping Sleeve

CC-620

(&;3}624 Material Specifications A Flange: Carbon Steel. Conforms to

AWWA C207 Class D ANSI drilling. Bolts straddle pipe centerline. I. D. recessed to accept standard tapping valves. Other classes and styles are available on request.

B Test Plug : 3/4" NPT with standard square head

c Outlet : ASTM 283 Gr. c.

D Body : ASTM 283 Gr. C.

E Bolts & Nuts : High strength low alloy perAWWAC111 (ANSIA21.11).

F Lugs : ASTM A36

G Coating : Fusion bonded Flexi­Coat® epoxy coating per AWWA C213.

H Gaskets : Nitrile (Buna N) Concave Wedge Gasket compounded to resist oil, acids, alkalies, most (aliphatic) hydrocarbon fluids, water and many chemicals. Temperatures up to 180°F. ANSI/NSF 61 Listed.

Gland: 623 AISI C 1020 steel or ductile iron ASTM A536 depending on size.

624 ASTM A36 to AWWA C111 dimensions.

17

12 .161Mueller ca.) 211-12 11 MUELLER T-2360 RESILIENT Rev.8-04 WEDGE TAPPING VALVES - M.J. x FL. ENDS

~~~~~nical joint x flanged ends (with mechanical joint unassembled accessories) T-2360-19 mechanical joint x flanged ends (less mechanical joint accessories)

Q Sizes--2", 3", 4", 6", 8'0· 12"

Q Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard, certified to ANSI/NSF 61 standard, listed by Underwriters Laboratories Inc. and ULC, approved by Factory Mutual Corp.

Q Inlet flange complies with ANSI B16.l, class 125 drilling and with MSS SP-60.

Q Mechanical joint outlet complies with ANSI/AWWA Cl 11 Standard.

Q Iron body.with nominal 10 mils MUELLER® Pro-Gard™ Epoxy Fusion Coated interior and exterior surfaces.

Q Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard and is certified to NSF 61.

Q Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron.

Q Non-rising stem (NRS).

Q Triple 0-ring seal stuffing box (2 upper &I lower 0-ring).

Q 2" square wrench nut (optional handwheel available)--open left or open right.

Q 2"-12" sizes--250 psig (1723 kPa) maximum working pressure, 500 psig (344 7 kPa) static test pressure

Options See pages 10.68 and 10.69 for more information on Resilient Wedge Gate Valve

Q Position indicators Q Stainless steel fasteners: Type 304, Type 316

Cl.~\fAS'ftd B98~C6610Q/H02 ,Stem Q Handwheel

Resilient wedge gate valve parts

Catalog Description Material Material standard Part No. G-16 Bmmet Bolts & Nuts Carhnn Steel ASTM A307 Grade B, Zinc Plated

G-41 St ufl1n~ Bo• ll<JIL1.&: N 111~ Carboo Steel ASTM A307 Gmdc B Zinc Plated

G-49 Stem 0 -rin<S (3l Rubber ASTMD2000

G-79 lnlet flan•e J!3sket Comnasit..ion

G-80 Inlet flan)!e bolts and nuts Steel

G-200 Wrench Nut Cao Screw Carbon Steel ASTM A307 Grade B, Zinc Plated

G-201 SturfinJ! Box Seal Rubber ASTMD2000

G-202 Wrench_ Nut Cast Iron ASTM Al 26 CL.B

G-203 Stem Rmnr..c ASTM BJ 38

G-204 Hand Wheel (nnt shown) Cast Iron ASTMAJ26CLB

G-205 Stem NIU Bron1.e ASTMB62

G-206 Guide Cao Bearin.l!:s Celcon

G-207 Stuffinl! Box Cast imn ASTM A 126 CLB

G-208 Anti·friction Washers (2) Ce Icon

G-2()<) Wedge, Cast Iron* ASTM Al26 CL.B Rubber EncaDsulated

G-210 .. Bonnet Cast Iron ASTM A I 26 CL,B

G-211 .. Bonnet Gasket Rubber ASTMD2000

a-212•• Body Cast Iron ASTM Al26 CL.B

*Fully encapsulated in molded rubber with no iron exposed

M.J. accessories shipped unassembled

T-2360-16

--·----- ..... -<=------- 0·200 0-207

0-18

~21, .. .....

**Previous to 1999 these parts on 4"-12" valves were designed with a gasket instead of an 0-ring and with additional bolts. Confirm the type of seal when ordering a replacement gasket or 0-ring.

SEE PAGE 12.23 FOR ORDERING INSTRUCTIONS

211-12 11 MUELLER® T-2360 RESILIENT WEDGE GATE TAPPING VALVE - M.J. X FL. ENDS

A

R

j

Dimensions

Dimension* Nominal size 2" 3" 4" 6"

A 9.88 12.38 14.19 18.00

R 6.00 7.50 9.00 11.00

D 3.00 4.00 5.00 7.00

0.16 0.18 0.18 0.25

M 4.46 4.75 6.24 6.75

UU (bolt circle diameter for FL) 4.75 6.00 7.50 9.50

N 6.25 7.50 9.12 11.12

B (number and size of bolls for FL) 4--5/8" 4--5/8" 8--5/8" 8- 3/4"

Q (bore) 2.30 3.30 4.30 6.30

FF 8.55 8.99 11.91 13.00

0 (number and size of bolts for MJ) 4--5/8" 4--5/8" 4--3/4" 6--3/4"

00 (bolt circle diameter for MJ) 5.00 6.19 7.50 9.50

Turns to open 8 II 14 20.5

Weight* 44 88 115 180

•All dimensions are in inches. All weights include accessories are in pounds and approximate.

(Mueller Ca.) 12 .17 Shaded area lndlcales change Rev. 2-05

8" 12" 21.50 28.62

13.50 16.00 19.00

9.00 11.00 13 .00

0.25 0.25 0.25

7.50 8.44 7.25

11.75 14.25 17.00

13.38 15.68 17.94

8--3/4" 12--7/8" 12--7/8"

8.30 10.30 12.30

14.75 15.80 15.24

6--3/4" 8- 3/4" 8--3/4"

11.75 14.00 16.25

26.5 33 38.5

279 402 565

9 8 (Mueller Ca.) •

Rev. 6-04 S!lac!ed area lridlcales c~anges

MUELLER® SUPER CENTURION® FIRE HYDRANT

Super Centurion 250'" 3-way catalog munliers (npproved I<> UJ:, 246, FM 1510, ANSl!A.WWA CS0'2 Stnnaord$) • A-421 4-l/2" mnin valve opening three way (two ho~e nozzles and one pumper nozzle) * ~- 1/41 ' main valve opening three way (two hose nozzles nnd one pumper nozzle) Super Centurion 200"' 2-wny culnlog numbers (approved to ANSl/AWWA C502 Standards) • A-420 4-1/2" main valve opening two way (two hose nozzles) A-422 5-114" main valve opening two way (two hose nozzles) A-425 5-1/4" main valve opening two way (two pumper nozzles) Super Centurion 200"' I-way catalog number (approved to ANSl/AWWA C502 Standards)­A-424 4-1/2" main valve opening one way (one pumper nozzle)

0 10 year limited warranty on material and workmanship

0 Meets all applicable parts of ANSl/AWWA C502 Standard

0 Post type dry barrel design

0 Dry top design with 0-ring sealed oil reservoir

0 Traffic feature with stainless steel safety stem coupling

0 Compression-type main valve closes with pressure for positive seal; it is made of rubber and is conveniently reversible providing a spare for long service life

0 Operating nut available in wide variety of shapes and sizes-open left or right

0 Field replaceable hose and pumper nozzles

0 Hose and pumper nozzles have large radius, full flow openings for low friction loss

0 Contoured shoe is designed for full flow

0 Dual bronze drain valves provide effective barrel drainage

0 250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure for 3-way hydrants; 200 psig (1379 kPa) maximum working pressure, 400 psig (2758 kPa) static test pressure for 2-way and 1-way hydrants

Dimensions

Mechanical Joint standard and 0·150

Flange ANSI 125/150 or PN 10/16 Drilling

Sllp-on

SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS

'

.l2!lrl u.1111r -

Non-rotating bolt design: cast-in pads elimi­nate need for anti-rotation bolts.

Front view detail of Mechanical Joint (Standard only)

Vertical Flange*

• 4" Vertical shoe available for A-420 and A-421 hydrants.

T

Ford Brass Saddles Style@ and 591 rL .. :~ APPROVED

[= r~~~ =" n,-=-. ,.

--=-~ \. ., ... ""'~ LJO Products meet ANSVNSF Standard 61

seepage2

Ford Saddles are cast from certified 85-5-5-5 waterworks brass and machined to rigid specifications. Their ample width and preformed radius provide greater distribution of clamping pressures to avoid crushing the pipe.

Design "A" (hinged) saddles install as a single unit with no loose parts to lose in the ditch. (Designs may vary - see below.) The upper and lower castings are permanently hinged together with silicon bronze pin and the silicon bronze bolt has a retainer on it to prevent loss during shipment and installation. The retainer tag identifies the tap style and size. The lower casting is tapped to accept the bolt so that nuts are not required. PVC pipe may expand under high pressure causing damage to over-tightened saddles. BSP, British Standard Pipe, threads are available by request.

Ford's convenient marking system quickly and easily identifies the type of thread in the boss. For AWW A tapered thread the top edge of the boss has a machined groove around the top outside edge while the boss for iron pipe thread is smooth.

Hinged Design 0 Design B

2-Plece 0 Bolted Design

Design C

3-Plece Bolted Design

SADDLE STYLE

590 /S91

5902 / 5912

PVC PIPE SIZE 2" thru 8" 4" thru 8"

10" and 12" 10" and 12" 4" thru 8"

@ and S91 Saddles for C900 PVC Pipe PVC ACTUAL AWWA IPTAP

TAP APPROX. Sro.

PIPE PIPE CAT. No. CAT. No. SIZE

DESIGN WT. PKG. SIZE O.D. S90 S91 Les. QTI.

2" 2.50 S90-201 S91-201 1/2" A .9 15 S90-203 891-203 314" A 1.1 6 590-401 591-401 1/2" A - -590-403 89.1-403 3/4" A 1.8 10

4" 4.80 590-404 591-404 1· A 2.0 10 590-406 591-406 1-1/2" A 6.5 6 590-407 891-407 2" A 6.4 6 590-601 - 1/2" A - -S90-603 S91-603 314" A 2.6 5

6" 6.90 S90-604 S91 -604 1" A 2.6 5 S90-606 S91-606 1-1/2" A 8.9 4 S90-607 S91-607 2" A 7.3 4 590-801 S91-801 1/2" A 3.6 5

G 590-803 S91-803 3/4" A 2.8 5 9.05 S90-804 S91-804 "- 1" ) A 3.2 5

590-806 S91-806 1-112'' A 8.0 4 S90-807 S91·807 2" A 8.5 4 S90-1003 S91-1003 3/4" B 9.3 5

-S90-1004 S91-1004 1" B 9.2 5

10" 11.10 S90-1006 S91-1006 1-1/2" c 10.5 2 590-1007 S9M007 2" c 10.5 2 S90-1203 S91-1203 3/4" B 11.1 4

12" 13.20 590-1204 591-1204 1" B 11.0 4 590-1206 S91-1206 1-1/2" c 11.5 2 S90-1207 591-1207 2" c 11 .0 2

S902 and S912 Two-Piece Bolted Saddles for C900 PVC Pipe

4" 4.80 5902-403 S912-403 3/4" B 3.2 5 8902-404 S912-404 1" B 2.9 5

6" 6.90 $902-603 S912-603 3/4" B 4.6 5 8902-604 5912-604 1" B 4.5 5

8" 9.05 S902-803 5912-803 3/4" B 5.5 5 5902-804 S912-804 1" B 5.4 5

Note: 10" and 12" 590 and 591 saddles with 3/4" and 1" taps are also a two-piece bolted design. Larger saddles, style 20285, designed for C900 PVC are listed on page 22.

Saddle Style, Design and Bolt Chart TAP SIZE DESIGN No. OF BOLTS SADDLE SCREW AND BOLT SIZES BOLT CAT. No.

3/4" and 1" Hinged 1 oer saddle 5/16"x1-1/2" SADDLE-SCREW800181 1-1/2" and 2" Hinged 2 per saddle 5/16"x1-1/2" SA0DLE-SCREW800181 3/4" and 1" 2 Piece 2 oer saddle 1/2"x3" *SADDLE-BOLT-800287

1-1/2" and 2" 3 Piece 6 oersaddle 1/2"x3" *SADDLE-BOLT-800287 3/4" and 1" 2 Piece 2 oer saddle 3/8"x2" SADDLE-SCREW800233

* Requires nut. Catalog number: SADDLE-NUT-800490

AA-18

5.4 (Mueller Ca.I Rev. 7-13 Shaded erea lndicalee cllanQOll

B-25008N 3/4" 3/4" x 1" l "

B-25009N

MUELLER®300™ Ball Corporation Valve Inlet:.A""'7.Ataper (MUELLER "CC") thread Outlet: MUELLER® 110® Conductive Compression Connection for CTS O.D* tubing

1-1/2" 1-112" x 2"

MUELLER 300 Ball Corporation Valve

2'

Inlet: .A""'7.A taper (MUELLER "CC") thread Outlet: MUELLER® 110 ®

Compression Connection for IPS PE* pipe

13/4" x l"

E-25009N

13/4"** J 1 •

V-25056N

MUELLER 300 Ball Corporation Valve Inlet: .A""'7.A taper (MUELLER "CC") thread Outlet: MUELLER Pack Joint for IPS PE* pipe **Note: 3/4" size only may also be used on PVC

i 1-11211

MUELLER 300 Ball Corporation Valve Inlet: .A ""'1 .A taper (MUELLER "CC") thread Outlet: MUELLER Pack Joint for IPS PVC* pipe

I 1-11211

P-25008N

3/4" 3/4"xl"

MUELLER 300 Ball Corporation Valve Inlet: .A ""'1 .A taper (MUELLER "CC") thread Outlet: MUELLER Pack Joint Connection for CTS O.D. *tubing

1-112" 1-l/2"x2" 2"

*Sec charts on pages 5.12-5.16 for tubing and pipe that may be used with these connections.

3/411 - 211 MUELLER®300™

BALL CORPORATION VALVES

B-25028N 3/4" 3/4" x 1" I '

B-25029N

13/4' xl"

E-25029N

13/4">1<*

V-25058N

1" 1-112"

P-25028N

3/4" 3/4" x 1" p

MUELLER®300™ Ball Corporation Valve Inlet: .A""'7.A I.P. thread Outlet: MUELLER® 11 O® Conductive Compression Connection for CTS 0 .D. tubing

1-112" 1-1/2" x 2" 2'

MUELLER 300 Ball Corporation Valve Inlet: .A""'7.A I.P. thread Outlet: MUELLER 110® Compression Connection for IPS PE* pipe

MUELLER 300 Ball Corporation Valve Inlet: .A WW .A I.P thread Outlet: MUELLER Pack Joint for IPS PE* pipe **Note: 3/4" size only may also be used on PVC

i 1-11211

MUELLER 300 Ball Corporation Valve Inlet: A ""'1 .A I .P thread Outlet: MUELLER Pack Joint for IPS PVC* pipe

2"

MUELLER 300 Ball Corporation Valve Inlet: .A ""'1 .A I.P. thread Outlet: MUELLER Pack Joint Connection for CTS O.D.* tubing

1-1/2" 1-1/2" x 2":j: 2"

NOTE: Sizes shown above represent nominal size of inlet and outlet connections. When two sizes are given, the first is size of inlet and the second is size of outlet.

* Requires minimum ordering quantity. Contact MUELLER Customer Service Center for minimum order requirements and availability.

MUELLER Corporation Valves are manufactured and tested in accordance with ANSl/AWWA CBOO. Components in con­tact with potable water will also comply with latest requirements of the Federal Safe Drinking Water Act.

8 D 6 (Mueller Ca.) BALL STRAIGHT SERVICE VALVES •

Rev. 9-09

MUELLER® 300TM Ball Straight Service Valve - MUELLER 110® Conductive Compression Connection for CTS O.D.* tubing - both ends Quarter turn check - lock wing.

8_25146

360° turn option available by adding -3 suffix to catalog number (B-25146-3)

Cataloo size 3/4Rt Valve size 5/8 Pioe size 314

314 lRt 1 1-1/2 2 314 314 1 1-1/2 2 314 1 1 1-1/2 2

MUELLER 300 Ball Straight Service Valve - MUELLER 110

rllili!rcilll Conductive Compression Connection

8-25170 Catalog size 3/4Rt Valve size 5/8 Pioe size 3/4

Catalo2 size Valve size Pioe size

8-25166 Catalo2 size 3f4Rt Valve size 5/8 Pioe size 3/4

for CTS O.D. * tubing x F.l.P. Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (B-25170-3)

314 3/4xl ! Rt 1 lx3/4Rt 1-1/2 2 314 314 314 1 314 1-1/2 2 3/4 314 1 1 1 1-1/2 2

MUELLER 110 Compression Connection for IPS* PE pipe x F.I.P. Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (B-25196-3)

3/4 1 3/4 1 314 1

MUELLER300 Ball Straight Service Valve Copper flare nut x F.I.P. Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (B-25166-3)

314 !Rt 1 1-1/2 2 314 314 I 1-1/2 2 3/4 1 1 1-112 2

MUELLER 300 Ball Straight Service Valve - F.l.P. x F.I.P. Quarter turn check - lock wing. 360° turn option available by adding -3

8-20200 suffix to catalog number (B-20200-3)

jcntalog size 13/4Rt 13/4 ltx3/4 i1Rt

jcntalog size I 1 I 1-112 12

P-25146 Ca!aloo size 3/4Rt Valve size 5/8 Pioe size 314

3/411-211 SIZES MUELLER 300 Ball Straight Service Valve - MUELLER® Pack Joint Connection for CTS O.D.* tubing- both ends Quarter turn check - lock wing. 360° turn option available by adding -3 SU ffi I b (P 25146 3) x to cata o g,_num er - -314 !Rt 1\ 1-1/2 2 314 314 1 1-1/2 2 314 1 1 I 1-1/2 2

MUELLER 300 Ball Straight Service Valve - MUELLER Pack

,..:;:;-...,_,~• Joint Connection for CTS O.D.*

P-25170 Catalog size 3/4Rt Valve size 5/8 Pioe size 314

8-25143 Catalog size 3/4R

Valve size 3/4

Pioe size 3/4

8-25168 Catalog size Valve size Pioe size

tubing x F.I.P. Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number (P-25170-3)

314 314 314

3/4xl !Rt 1 lx3/4Rt 1-1/2 314 3/4 1 314 1-1/2 1 1 I 1 1-1/2

MUELLER300 Ball Straight Service Valve Copper flare nut - both ends Quarter turn check- lock wing.

2 2 2

360° turn option available by adding -3 suffix to catalog number (B-25143-3)

3/4 !Rt 1-1/2 2

3/4 3/4 1-1/2 2

3/4 1 1-112 2

MUELLER 300 Ball Straight Service Valve - F.I.P. x Copper flare nut Quarter turn check - lock wing. 360° turn option available by adding -3 suffix to catalog number--4-3/8" laying length for retrofit applications

3/4Rt 1 5/8 1 3/4 1

MUELLER300 Ball Straight Service Valve F.I.P. x F.I.P. Quarter turn check - lock wing. 360° turn option available by adding -3

8-20245 suffix to catalog number--3-13/16" end-to-end dimension for retrofit applications

j Catalog size 13/4Rt j

* See charts on pages 80.17 and 80.18 for tubing and pipe that can be used with this connection. tThe "R" indicates this valve has a reduced port. The port size is one nominal size smaller than the valve inlet/outlet.

MUELLER Valves and Couplings are manufactured and tested in accordance with ANSl/AWWA caoo.

ENDOT INDUSTRIES PIPE AND TUBING • DUCT AND INNERDUCT

EndoPure

NSF ASTMD3350 ASTMD2737 AWWA C901-96 BOCA

SPECIFICATION SHEET

200 PSI - PE 3408 APPLICABLE STANDARDS:

Certified by NSF and Listed Under Standard 14 for Potable Water Cell Classification 345444A - for raw material - (345444E for final product) Conforms to PE 3408, 200 PSI, SODR 9 (CTS) Conforms as 200 PSI, SODR 9 (CTS) Conforms as 200 PSI, SODR 9 (CTS)

Product Requirements: Color - Exterio@vith natural core having no color additives. Ultraviolet Stabilized with a mimmum 5 year Florida sun life.

SIZE 314

SR 1-112

2

Continuous Sequential Footage marks every two feet. Permanent Indent printing in Black with Lot & Date Codes every two feet. Factory Sealed Ends (no ends caps required to keep pipe or tubing clean prior to installation). Lifetime Warranty with No Pro-rata Reduction for replacement labor costs. Multiple plant production capability for maximum product availability.

WATER SERVICE TUBING (CTS) - ASTM D2737 ST AND ARD OUTSIDE DIAMETER RA TIO (SODR) = 9

NOMINAL O.D.

0.875 0.125 1.375 1.625 2.125

NOMINAL I.D.

0.675 0.865

1.059 1.253 1.629

MINIMUM WALL .097 .125 .153 .181 .236

WEIGHT PER lOOFT.

10.3 17.1 25.5 35.3 61.0

ENDOT INDUSTRIES, INC.

www.endot.com - e-mail info@endot.com CORPORA TE HEADQUARTERS: 60 Green Pond Road, Rockaway, NJ 07866 - 800 443 6368 - FAX 973 625 4087 MID-WEST OPERATIONS: 739 County Road 1, South Point, OH 45680 - 800 345 3990- FAX 740 377 9844 TENNESSEE OPERATIONS: 400 Bohannon Avenue, Greeneville, TN 37745 - 800 438 5851- FAX 423 639 3722

8125'13 WBr Plus Corpcrallon I WtJlsr sarplng Product&

~RODUCTSaHYDRANTS

"THE HYDRANT PLUS" MODEL VB2000B

Rush and Sample

Fits StandardS 114,. Valve Box

FEATURES I B91BrrS

• Fits standard 5 1/4w valve box

• Blow-off any direction

ACCESSORIES

Samplilg Rod Model 150-G

Sample Adapter Model 2BSAl50

• Brass, stainless steel and schedule 80 p1.<: construcUon • 100% non-corrosive

• Traffic and tamper proof • Fire h}<lrantthreads

• Maintenance free

• Lockable with #7 Master Lock

.AutoCad

Word

~r.F~~O~iF~

Hydrant .Accessories ,,._,~T 41 I ATlnN

Typical Installation

112

WILKINS Model 350DA a ZURN.company Double Check Detector Assembly

SPECIFICATION SUBMITTAL SHEET

FEATURES

Sizes: Cl21/2" Cl3"Cl 4" Cl6"Cl8"Cl10" Cl12" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWWA C606

(Flanged) ANSI 816.1Class125

OPTIONS (suffixes can be combined) Cl - with OS & Y gate valves (standard) a L - less shut-off valves (flanged body connections) 0 LM - less water meter 0 - with remote reading meter a - with gpm meter (standard) Cl CFM - with cu fUmin meter 0 G - with groove end gate valves 0 FG - with flanged inlet gate connection and grooved

outlet gate connection Cl Pl - with Post Indicator Gate Valve (3"-10")

ACCESSORIES 0 Repair kit (rubber only) 0 Thermal expansion tank (Model XT) 0 OS & Y Gate valve tamper switch (OSY-40) Cl Test Cock Lock (Model TCL24)

r---s~ ,- --- A --- ---i

DIMENSIONS & WEIGHTS (do not include pkg.)

APPLICATION Designed for installation on potable water connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350DA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (Sizes 2 1/2"-10" Horiz. & Vert.)

• • • • • • • •

(12" Horizontal Only)

ASSE® Listed 1048 (Sizes 2 1 /2" thru 12")

CSA® Certified 864.5 (Sizes 2 1 /2" thru 8")

AWWA Compliant C510 (Sizes 2 1/2" thru 12")

UL® Classified (Sizes 2 1 /2" thru 12")

C-UL® Classified (Sizes 2 1/2" thru 12")

FM® Approved (Sizes 2 1/2" thru 10")

NYC MEA 147-99-M Vol 4 (2-1/2" - 10)

Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (Sizes 2 1/2" thru 12")

MATERIALS Main valve body Access covers Coatings Internals

Fasteners Elastomers

Polymers Springs

Ductile Iron ASTM A 536 Grade 4 Ductile Iron ASTM A 536 Grade 4 FDA Approved fusion epoxy finish Stainless steel, 300 Series NORYL TM, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) 8una Nitrile (FDA approved) NORYL ™, NSF Listed Stainless Steel, 300 Series

Attention: Model 350DA (flange body) and Model 350ADA (grooved body) have different lay lengths.

MODEL 350DAG SHOWN ABOVE

MODEL DIMENSION laooroximate) WEIGHT 350DA B LESS E E WITHOUT WITH OS&Y SIZE A GATE c D OS&YOPEN OS&Y F GATES GATE

VALVES CLOSS) VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg lbs. kg

2 1/2 65 31 787 15 7/8 403 3 3/4 95 9 229 16 3/8 416 13 7/8 352 3 1/2 89 68 30.9 178 80.8 3 80 32 813 15 7/8 403 3 3/4 95 9 229 18 7/8 479 15 5/8 397 3 1/2 89 68 30.9 198 90 4 100 37 5/8 956 19 1/2 495 41/2 114 9 229 22 3/4 578 18 1/4 464 6 152 106 48 296 134.4 6 150 44 3/4 1137 23 1/2 597 5 1/2 140 10 1/2 267 30 1/8 765 23 3/4 603 7 178 180 81 .7 460 217.9 8 200 60 3/4 1543 37 3/4 959 10 254 12 305 37 3/4 959 29 1/4 743 8 1/2 216 374 170 850 365.9 10 250 63 3/4 1619 37 3/4 959 10 254 12 305 45 3/4 1162 35 3/6 899 8 1/2 216 404 183 1222 554.6 12 300 66 1/4 1683 36 965 10 254 12 305 53 1/6 1349 40 5/8 1032 8 7/6 226 463 210 1623 736.2

(Patent No 5 913 331) DOCUMENT#: REVISION: . ' ' BF-350DA 10/09

Page 1 Of 2 WILKINS a Zurn Company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292

Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com

FLOW CHARACTERISTICS MODEL 350DA 21/2", 3" & 4" (STANDARD & METRIC)

FLOW RAlES (l/s) 0.0 12.6 25,2 37.9 50.5

Cll 16 .----------,-------,----___,.----~-----=,,,,,..--r-----,------.----, 103 (/) ~ 21/2'' (GF5m'=m"'-)--~-=-<l"""'-3" (80mm) - _ -- 8 u: c;-10 ===~~1;;;;;;;;;;J:::~~=--~....... ~· 69 u: ~ g5 iii ....: 4" (100mm) ~ ~ ::l e:. 6 - - --1------· 34 gi ~ w w oc oc ~ 0 L==:=:=:=:l.::::=:=::......._JL_ _ __ .....l _ _ .::::=:=1=:=:=:=:=1:=:=:::::::::.-1:=:-=====::1:========~ 0 ~

Cll 15 Cll 0 u: -10 oc !:2 ~~ Cll 5 w oc ~

0

0

0.0

v

0

0.0

31 .5

~ - -~

-

500

31.5 63.1

200 400 600 FLOW RATES (GPM)

MODEL 350DA 6" & 8" (STANDARD & METRIC) FLOW RA TES (l/s)

63.1 94.6 126.2

~(1son1~1 - ~

__.-

~ -

-

1000FLOW RATES (GPM) 1500

MODEL 350DA 10" & 12" (STANDARD & METRIC) FLOW RATES (l/s)

94,6 126.2 157.7 189.3

2000

220.8

800

157.7

103 (/) (/)

0 8" (200mmJ-

i---69 --'

UJ ~ Cl'. [ :::i ""

34 (/)~

(/) UJ Cl'. ~

0 2500

252.4 283.9 (/) 15 r---.--..,----r-"""'T--r---.-- ..,---.-"""'T----,r---.--..,---::::=>!"'-"""'T---:::S:O---;--..,---, 103 (/) Cll f----- ---- 10" (250mm) ........--- -_-_ -- -- ---- --==== ===---- -- ""''~- _-_12" (300tn!n -- --- (/) 0 ---------~~---- -~~ ----------- 0 ~ ~ 10 69 ~ ~ Cl'. £1 ---- ---- - - - === --:;;~i---~ ==- ---=-- ------ Cl'. [

:::i Cll vr----~§j--~~i;:;;~;;~~~;;;;!:::;~~==~===t==~~~~~~~i===:b===t:::::::i;::::::::~~ :::i "" ~e:. 5r I- 34 ~~ UJ -- - ---f----- ---- -- - -------- ---f----- - --- UJ II:: ---------·----- ------ Cl'. ~ 0 .__ _ _._- _-:_-:::; .... -_-_-::..==-:::-..._-:.-::.=~----... =-:::---....... -=--== .... -- -:::::._._ _ _._ _ _.. _ __..:-_-_-__..-:.-:.-:.-:.====.__ _ _._ _ _..__ ......... 0 ~

0 500 1000 1500 2000 2500 3000

FLOW RATES (GPM)

o Rated Flow (Established by approval agencies)

TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless other­wise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged.

Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec

2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351

3500

8" 780 1169 1559 2339 VERTICAL INSTALLATION

10" 1229 1843 2458 3687 12" 1763 2644 3525 5288

SPECIFICATIONS

4000 4500

OUTDOOR INSTALLATION

The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be Noryl™ (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350DA.

WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292

Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com

Page 2 of 2