OCPS CLAY SPRINGS ES SUBMITTAL TRANSMITTAL · 2014-11-20 · To whom it may concern: Enclosed is our submittal package for the precast storm and sanitary structures. Please review

SUBMITTAL NUMBER: 334100-01.01

OCPS CLAY SPRINGS ES SUBMITTAL TRANSMITTAL

SUBMITTAL DETAILS:

REVIEWERS:

SUBJECT: STORM UTILITY DRAINAGE PIPING -

RESUBMITTED 1 TIME(S)

DATE RECIEVED: Oct 23, 2014

DISCIPLINE: Civil

PRIMARY: SHANNON MEDEIROS

[email protected]

SCOTT SECK

[email protected]

HORIZON ENGINEERING G

PHN: (407) 644-7755

FAX:

HORIZON ENGINEERING G

PHN: (407) 644-7755

FAX:

SECONDARY:

PRIORITY STATUS: 2-STANDARD

REVIEWER DUE DATE: 11/4/2014

SPECIFICATION REF:

DWG REF. NONE

DWG TITLE:

NO OF ITEMS: ITEM DESCRIPTI

REVIEW STATUS:

COMMENTS:

CONTRACTOR/CM:

: WILLIAMS COMPANY: BRAD KUBIN 2301 SILVER STAR RD. ORLANDO, FL, 32809 (407) 295-2530 FAX:(407) 297-0459

REVIEWED

RETURNED ITEMS:

DATE RETURNED TO CM: 11/20/2014

BUILDING REFERENCE:

1 Product Literature(s)

PAGE 1 OF 1RHODES + BRITO ARCHITECTS INC. : 605 E. ROBINSON STREET, SUITE 750 : ORLANDO, FL. : 32801 : 407.648.7288 : FAX.648.7289

cc:

OWNER : CALVIN WOOLFOLK 6501 MAGIC WAY, BLDG. 200 ORLANDO, FL, 32809 (407) 317-3700

FAX:(407) 317-3768

R+B FILE: : 13017-0001.X6

michele

Rick

Submittal Approval Form

PROJECT: CLAY SPRINGS ELEMENTARY SCHOOL

DATE: __________________________ ______

SUBCONTRACTOR NAME: __

SUBCONTRATOR ADDRESS: ______________________________ ____

NUMBER AND TITLE OF SPECIFICATION SECTION:

Contractor’s Submittal Stamp Architect/ Engineer’s Submittal Stamp

10/22/14

Jon M. Hall

33 41 00 - Storm Utility Drainage Piping - PD

10/22/14

katrinae

WCBD - Trent

katrinae

Accepted

katrinae

Accepted

FOR :

NOTE : PLEASE VERIFY COVER LETTERING

PRIOR TO ORDERING OF CASTINGS

Submitted : 8/18/2014

dwhitford

Text Box

Revised: 10/21/2014

RELEASE FORM

TO: ATTN: Bob Cerlini Date: 08/18/14

COMPANY: Jon M. Hall Company

EMAIL/FAX: [email protected]

RETURN TO: MACK CONCRETE

FAX: 352-742-3036 EMAIL: [email protected]

ATTN: Don Whitford

PRODUCTION AUTHORIZATION

JOB#CF- 15380 Clay Springs Elementary School

This job is being released, for production, with Approved Shop Drawings.

This job is being released, for production, without Approved Shop Drawings.

Changes to structures, after they are produced, may incur additional cost.

Mack Concrete will produce your structures in the order you need them.

Please provide us with your Priority List

Production authorized by :

FOR : ALL STRUCTURES ( Priority list attached)

PARTIAL (Structures listed below)

JOB NAME:

To whom it may concern:

Enclosed is our submittal package for the precast storm and sanitary structures. Please

review the drawings and information to verify that the products we are proposing are in

compliance with the specifications for this project.

After you have reviewed our entire submittal package, please stamp all shop drawings

and return one of the approved submittal packages to Mack Industries for our use.

We appreciate your assistance in this approval process, which helps us to meet your

needs and demands correctly and in a timely fashion.

Sincerely,

Don Whitford

Engineering Department

Evergrip 990 Strips - Product Data Sheet

Description 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, flexible gasket that provides an excellent seal for concrete pipes, culverts, manholes and other precast concrete joints.

Typical Physical Properties

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 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 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 I,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 ocean-going and inland barges, rail cars and tanker trucks.

www.MartinAsphalt.com EVERYTHING ASPHALT 800-662-0987

Product Date Sheet – Evergrip 990 strips doc rev. 12/18/06

A B A B A – Sealant Placement

B – Joint After Compression

Packaging English Units

Sealant Size Pieces/ Carton Ft/ Carton

3/4" x 2'6" 50 125 ft 1" x 2'6" 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 19mm x 762mm 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 50.8mm x 1067mm 10 10.7m

Property Min MaxBitumen, % by wt 50 70 Inert filler content, % by wt. 30 50 Volatile matter, % by wt. 2.0 Specific gravity @ 77F/25C, (g/ml) 1.2-1.35 1.2 1.35 Ductility @ 77F/25C, (cm) 5.0 Softening Point 320F/160C flash point, C.O.C. 600F/315C Penetration @ 77F/25C, 150 gms, 5 sec. (dmm) 50 120 Adhesion and hydrostatic pressure No leaks (24 hrs.) Sag or flow resistance No sagging

Chemical resistance No visible deterioration

dwhitford

Line

Steel Grating - Detail

<< Previous Next >>

USF 6661 DITCH BOTTOM INLET STEEL GRATE

Add to Project

USF 6661 DITCH BOTTOM INLET STEEL GRATE

TYPE "G" H-20 LOADING

SPECIFY PAINTED OR GALVANIZED

Grate Information

Grate# Over All Size(AxB) Seat Height (C) Open Area Grate Weight Load Rating Spec Std

63 x 56-5/8 5.3125 2560 800 H-20 TYPE ‘G’

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48" - 4' DIA. BASE (5"WALL)w/Inverts - 24" - (P1)

48" - 4' Ø Riser - Tall (5"wall) - 72" - (P2)

48" - 4' DIA. ECC. CONE (5"WALL) - 36" - (P3)

24" - ADJUSTMENT - 9" - (P4)24" - USF 225 RING - (P5)

24" - USF AS COVER- - "SANITARY " - (P6)

Structure ID: SMH1

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 105.5'

Invert: 93.45'

Catch: 0"

Rim to Invert: 12.05'

Overall Height: 13'

Weight: 14427 lb

MACK CONCRETE INDUSTRIES, INC. Quote ID: 2014100224

Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

105.5'

93.45'

93.55'

Angle

0°

180°

Pipe

8" PVC SDR-35

8" PVC SDR-35

Ext. (cw)

0"

91"

UP (_)

2"

3"

Connector

S406-12AWP WEDGE BOOT


Ref

P1

P1

- +0°

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

2)

132.47

208.59

24" - USF AS COVER- - "SANITARY "

24" - USF 225 RING

24" - ADJUSTMENT - 9"

48" - 4' DIA. ECC. CONE (5"WALL) - 36"

48" - 4' Ø Riser - Tall (5"wall) - 72"

48" - 4' DIA. BASE (5"WALL)w/Inverts - 24"

48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT

S406-12AWP - WEDGE BOOT

SqFt) GSE STUDLINER [INT]

SqFt) XYPEX ADMIX. (NO PAINT) [EXT]

190 lb

260 lb

0 lb

2360 lb

5255 lb

6480 lb

0 lb

-118 lb

0 lb

0 lb

Structure Notes: MUST HAVE

30-DAY OLD DATE OF

MANUFACTURE & "MACK"

PAINTED ON EACH PIECE.

WALLS=3"x8" W3.0/W2.0

WWM

BASE SLAB=#4@6" OCEW

min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT

SHOULD STRUCTURE USE

XYPEX ADMIX OR HAVE 300M

COATING?

Job Name: Clay Springs Elementary School (REVISED) - Jon M. Hall Company

CF15380 Drawn by: Don Whitford

dwhitford

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48" - 4' Ø Riser - Tall (5"wall) - 72" - (P2)

48" - 4' DIA. ECC. CONE (5"WALL) - 18" - (P3)24" - ADJUSTMENT - 6" - (P4)

24" - USF 225 RING - (P5)24" - USF AS COVER- - "SANITARY " - (P6)

Structure ID: SMH2

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 105'

Invert: 93.75'

Catch: 0"


Overall Height: 12.25'

Weight: 14017 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

105'

93.75'

93.85'

Angle

0°

270°

Pipe

8" PVC SDR-35

8" PVC SDR-35

Ext. (cw)

0"

-46"

UP (_)

2"

3"

Connector



Ref

P1

P1

- +0°

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

2)

130.9

205.71


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 18"

48" - 4' Ø Riser - Tall (5"wall) - 72"




SqFt) GSE STUDLINER [INT]


190 lb

260 lb

0 lb

1080 lb

5255 lb

7350 lb

0 lb

-118 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



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48" - 4' DIA. RISER (5"WALL) - 48" - (P2)




Structure ID: SMH3

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 104.8'

Invert: 94.3'

Catch: 0"



Weight: 13460 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

104.8'

94.3'

94.4'

95.2'

Angle

0°

180°

270°

Pipe

8" PVC SDR-35

8" PVC SDR-35

6" PVC SDR-35

Ext. (cw)

0"

91"

-46"

UP (_)

3"

4"

13"

Connector



S406-12CWP WEDGE BOOT

Ref

P1

P1

P1

- +0°

Invert: 3

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

2)

1)

119.9

193.4


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 36"

48" - 4' DIA. RISER (5"WALL) - 48"




S406-12CWP - WEDGE BOOT

SqFt) XYPEX ADMIX. (NO PAINT) [INT]


190 lb

260 lb

0 lb

2360 lb

3477 lb

7350 lb

0 lb

-118 lb

-59 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



dwhitford

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48" - 4' DIA. RISER (5"WALL) - 48" - (P2)




Structure ID: SMH4

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 104'

Invert: 95.75'

Catch: 0"



Weight: 11369 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

104'

95.75'

95.85'

Angle

0°

270°

Pipe

8" PVC SDR-35

8" PVC SDR-35

Ext. (cw)

0"

-46"

UP (_)

2"

3"

Connector



Ref

P1

P1

- +0°

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

2)

93.2

160.16


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 18"

48" - 4' DIA. RISER (5"WALL) - 48"






190 lb

260 lb

0 lb

1080 lb

3477 lb

6480 lb

0 lb

-118 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



dwhitford

Rectangle


48" - 4' DIA. RISER (5"WALL) - 32" - (P2)




Structure ID: SMH5

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 105.25'

Invert: 97.15'

Catch: 0"

Rim to Invert: 8.1'


Weight: 11021 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

105.25'

97.15'

97.25'

97.95'

Angle

0°

117°

270°

Pipe

8" PVC SDR-35

8" PVC SDR-35

8" PVC SDR-35

Ext. (cw)

0"

59"

-46"

UP (_)

2"

3"

12"

Connector




Ref

P1

P1

P1

- +0°

Invert: 3

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

3)

89.01

155.09


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 18"

48" - 4' DIA. RISER (5"WALL) - 32"






190 lb

260 lb

0 lb

1080 lb

2318 lb

7350 lb

0 lb

-177 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



dwhitford

Rectangle


48" - 4' DIA. RISER (5"WALL) - 32" - (P2)




Structure ID: SMH6

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 105.8'

Invert: 98.5'

Catch: 0"

Rim to Invert: 7.3'


Weight: 10551 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

105.8'

98.5'

98.75'

98.75'

Angle

0°

95°

267°

Pipe

8" PVC SDR-35

6" PVC SDR-35

6" PVC SDR-35

Ext. (cw)

0"

48"

-47"

UP (_)

2"

4"

4"

Connector




Ref

P1

P1

P1

- +0°

Invert: 3

Invert: 2

Invert: 1

1)

1)

1)

1)

1)

1)

2)

1)

2)

81.16

145.93


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 24"

48" - 4' DIA. RISER (5"WALL) - 32"




S406-12CWP - WEDGE BOOT



190 lb

260 lb

0 lb

1480 lb

2318 lb

6480 lb

0 lb

-59 lb

-118 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



dwhitford

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48" - 4' DIA. RISER (5"WALL) - 32" - (P2)




Structure ID: SMH7

Spec: ORANGE COUNTY

Type: SANITARY

Size: 48"

Rim: 105.3'

Invert: 97.85'

Catch: 0"



Weight: 10669 lb


Position

Rim

Reducer

Invert 1

Invert 2

Invert 3

Invert 4

Invert 5

Invert 6

Invert 7

Invert 8

Elev

105.3'

97.85'

Angle

0°

Pipe

8" PVC SDR-35

Ext. (cw)

0"

UP (_)

2"

Connector


Ref

P1

- +0°

Invert: 1

1)

1)

1)

1)

1)

1)

2)

1)

81.16

145.93


24" - USF 225 RING


48" - 4' DIA. ECC. CONE (5"WALL) - 24"

48" - 4' DIA. RISER (5"WALL) - 32"






190 lb

260 lb

0 lb

1480 lb

2318 lb

6480 lb

0 lb

-59 lb

0 lb

0 lb


30-DAY OLD DATE OF



WALLS=3"x8" W3.0/W2.0

WWM


min.4"brick

-WS BOOTS

XYPEX

EVERGRIP SEALANT



COATING?



dwhitford

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Documents

OCPS CLAY SPRINGS ES SUBMITTAL TRANSMITTAL · 2014-11-20 · To whom it may concern: Enclosed is our submittal package for the precast storm and sanitary structures. Please review