ocps clay springs es submittal transmittal · 2014-11-20 · to whom it may concern: enclosed is...
TRANSCRIPT
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
SCOTT SECK
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
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
FOR :
NOTE : PLEASE VERIFY COVER LETTERING
PRIOR TO ORDERING OF CASTINGS
Submitted : 8/18/2014
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
Steel Grating - Detail
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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’
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
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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36" - (P1)
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"
Rim to Invert: 11.25'
Overall Height: 12.25'
Weight: 14017 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'
93.75'
93.85'
Angle
0°
270°
Pipe
8" PVC SDR-35
8" PVC SDR-35
Ext. (cw)
0"
-46"
UP (_)
2"
3"
Connector
S406-12AWP WEDGE BOOT
S406-12AWP WEDGE BOOT
Ref
P1
P1
- +0°
Invert: 2
Invert: 1
1)
1)
1)
1)
1)
1)
2)
2)
130.9
205.71
24" - USF AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 6"
48" - 4' DIA. ECC. CONE (5"WALL) - 18"
48" - 4' Ø Riser - Tall (5"wall) - 72"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36"
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
1080 lb
5255 lb
7350 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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36" - (P1)
48" - 4' DIA. RISER (5"WALL) - 48" - (P2)
48" - 4' DIA. ECC. CONE (5"WALL) - 36" - (P3)
24" - ADJUSTMENT - 4" - (P4)24" - USF 225 RING - (P5)
24" - USF AS COVER- - "SANITARY " - (P6)
Structure ID: SMH3
Spec: ORANGE COUNTY
Type: SANITARY
Size: 48"
Rim: 104.8'
Invert: 94.3'
Catch: 0"
Rim to Invert: 10.5'
Overall Height: 11.583'
Weight: 13460 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
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
S406-12AWP WEDGE BOOT
S406-12AWP WEDGE BOOT
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 AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 4"
48" - 4' DIA. ECC. CONE (5"WALL) - 36"
48" - 4' DIA. RISER (5"WALL) - 48"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36"
48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT
S406-12AWP - WEDGE BOOT
S406-12CWP - WEDGE BOOT
SqFt) XYPEX ADMIX. (NO PAINT) [INT]
SqFt) XYPEX ADMIX. (NO PAINT) [EXT]
190 lb
260 lb
0 lb
2360 lb
3477 lb
7350 lb
0 lb
-118 lb
-59 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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24" - (P1)
48" - 4' DIA. RISER (5"WALL) - 48" - (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: SMH4
Spec: ORANGE COUNTY
Type: SANITARY
Size: 48"
Rim: 104'
Invert: 95.75'
Catch: 0"
Rim to Invert: 8.25'
Overall Height: 9.25'
Weight: 11369 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
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
S406-12AWP WEDGE BOOT
S406-12AWP WEDGE BOOT
Ref
P1
P1
- +0°
Invert: 2
Invert: 1
1)
1)
1)
1)
1)
1)
2)
2)
93.2
160.16
24" - USF AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 6"
48" - 4' DIA. ECC. CONE (5"WALL) - 18"
48" - 4' DIA. RISER (5"WALL) - 48"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24"
48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT
S406-12AWP - WEDGE BOOT
SqFt) XYPEX ADMIX. (NO PAINT) [INT]
SqFt) XYPEX ADMIX. (NO PAINT) [EXT]
190 lb
260 lb
0 lb
1080 lb
3477 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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36" - (P1)
48" - 4' DIA. RISER (5"WALL) - 32" - (P2)
48" - 4' DIA. ECC. CONE (5"WALL) - 18" - (P3)
24" - ADJUSTMENT - 8" - (P4)24" - USF 225 RING - (P5)
24" - USF AS COVER- - "SANITARY " - (P6)
Structure ID: SMH5
Spec: ORANGE COUNTY
Type: SANITARY
Size: 48"
Rim: 105.25'
Invert: 97.15'
Catch: 0"
Rim to Invert: 8.1'
Overall Height: 9.083'
Weight: 11021 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
105.25'
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
S406-12AWP WEDGE BOOT
S406-12AWP WEDGE BOOT
S406-12AWP WEDGE BOOT
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 AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 8"
48" - 4' DIA. ECC. CONE (5"WALL) - 18"
48" - 4' DIA. RISER (5"WALL) - 32"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 36"
48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT
S406-12AWP - WEDGE BOOT
SqFt) XYPEX ADMIX. (NO PAINT) [INT]
SqFt) XYPEX ADMIX. (NO PAINT) [EXT]
190 lb
260 lb
0 lb
1080 lb
2318 lb
7350 lb
0 lb
-177 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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24" - (P1)
48" - 4' DIA. RISER (5"WALL) - 32" - (P2)
48" - 4' DIA. ECC. CONE (5"WALL) - 24" - (P3)
24" - ADJUSTMENT - 4" - (P4)24" - USF 225 RING - (P5)
24" - USF AS COVER- - "SANITARY " - (P6)
Structure ID: SMH6
Spec: ORANGE COUNTY
Type: SANITARY
Size: 48"
Rim: 105.8'
Invert: 98.5'
Catch: 0"
Rim to Invert: 7.3'
Overall Height: 8.25'
Weight: 10551 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
105.8'
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
S406-12AWP WEDGE BOOT
S406-12CWP WEDGE BOOT
S406-12CWP WEDGE BOOT
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 AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 4"
48" - 4' DIA. ECC. CONE (5"WALL) - 24"
48" - 4' DIA. RISER (5"WALL) - 32"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24"
48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT
S406-12AWP - WEDGE BOOT
S406-12CWP - WEDGE BOOT
SqFt) XYPEX ADMIX. (NO PAINT) [INT]
SqFt) XYPEX ADMIX. (NO PAINT) [EXT]
190 lb
260 lb
0 lb
1480 lb
2318 lb
6480 lb
0 lb
-59 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
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24" - (P1)
48" - 4' DIA. RISER (5"WALL) - 32" - (P2)
48" - 4' DIA. ECC. CONE (5"WALL) - 24" - (P3)
24" - ADJUSTMENT - 6" - (P4)24" - USF 225 RING - (P5)
24" - USF AS COVER- - "SANITARY " - (P6)
Structure ID: SMH7
Spec: ORANGE COUNTY
Type: SANITARY
Size: 48"
Rim: 105.3'
Invert: 97.85'
Catch: 0"
Rim to Invert: 7.45'
Overall Height: 8.417'
Weight: 10669 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
105.3'
97.85'
Angle
0°
Pipe
8" PVC SDR-35
Ext. (cw)
0"
UP (_)
2"
Connector
S406-12AWP WEDGE BOOT
Ref
P1
- +0°
Invert: 1
1)
1)
1)
1)
1)
1)
2)
1)
81.16
145.93
24" - USF AS COVER- - "SANITARY "
24" - USF 225 RING
24" - ADJUSTMENT - 6"
48" - 4' DIA. ECC. CONE (5"WALL) - 24"
48" - 4' DIA. RISER (5"WALL) - 32"
48" - 4' DIA. BASE (5"WALL)w/Inverts - 24"
48" - Evergrip Sealant + 9" Wrapid-Seal - 170"/JOINT
S406-12AWP - WEDGE BOOT
SqFt) XYPEX ADMIX. (NO PAINT) [INT]
SqFt) XYPEX ADMIX. (NO PAINT) [EXT]
190 lb
260 lb
0 lb
1480 lb
2318 lb
6480 lb
0 lb
-59 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