Similar documents
CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT

PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10

STANDARD BID ITEM NUMBERS

Pipe Product Catalog Table of Contents

UTILITY AND STREET CONSTRUCTION PLAN REQUIREMENTS SECTION 1

Engineering and Construction Services Division Construction Drawings for Sewers and Watermains. T No. Revision T No. Revision Remarks All T drawings

Appendix C Construction Details

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST

MAINTENANCE HOLES, CATCH BASINS AND DITCH INLETS - MTC FORM 407 INDEX

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

CITY OF MUSKEGO DRAFTING STANDARDS

SECTION 095 SPECIFICATIONS DETAIL DRAWINGS. Index of Detail Drawings

UPDATE LOG FOR STANDARD DRAWINGS Item(s) Changed 6/1/18 STANDARD DRAWINGS

CONCRETE MANHOLES.

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

September 21, Mannik Smith Group 1771 North Dixie Highway Monroe, Michigan RE: LA Fitness City File No.: CVLP

Plan Submittal and Review Checklist

STORM M ANHOLE FOR 42" PIPE AND SM ALLER JOB NO. SHEET NO. DATE MARCH 2015 OF MIN OF 3 CRSES MAX OF 5 CRSES 30"MAX 3 OR 3.5 PRECAST ECCENTIC CONC

CITY OF REEDLEY NEW DEVELOPMENT PLAN REVIEW CHECK LIST

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

B-PERMIT PLAN CHECK MANUAL

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.

City of Regina Standard Construction Specifications SECTION LIST OF SEWER STANDARD DRAWINGS

STANDARD CATCH BASIN GUTTER LINE CB INLET FRAME & GRATE, GROUTED TO GRADE RINGS AS REQ'D CONCRETE CURB FINISHED GRADE ASPHALT MAX 50 MIN

1.1 GENERAL RECORD DRAWING REQUIREMENTS

City of Vaughan Engineering Department DESIGN STANDARD DRAWINGS

Miscellaneous. Demolition

Anne Arundel County Dept. of Inspections and Permits Water Sewer Plan Checklist

2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)

Design Data 12M. Hydraulic Capacity of Precast Concrete Boxes. RISE, Millimeters. Span Millimeters

"A" "A" SECTION "A-A" X-SECTION VERTICAL CURB (TYPE B) Village STREET & PAVEMENT STR-05. Engineering Department

Town of Westlake Construction Plans Review Checklist

Type A. BWSC CAD Standards for Site Plans (Design and As-Built) Format. Scale. Fonts, Linetypes, Shapes

INSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.

Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:

SCHEDULE 10 ENGINEERING DRAWING SUBMISSION

CONSTRUCTION SPECIFICATION FOR MAINTENANCE HOLE, CATCH BASIN, DITCH INLET, AND VALVE CHAMBER INSTALLATION

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02

City of Massillon Site Plan Checklist

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST

SUPPLEMENTARY STANDARD DETAIL DRAWINGS

Manhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D


Project Name: County File No.: Checked by: For: Date:

DIVISION APPROVED MATERIAL LIST AND STANDARD DETAILS

Standard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.

18" 1.5" 3"R 11.5" 10" 3-1/2" MINIMUM STONE CUSHION GRADATION CA-6

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST

SECTION G ESTIMATE OF QUANTITIES

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006

Charlotte County Utilities DESCRIPTION

FOR SERVICE BOXES IN CONCRETE DRIVEWAYS, SEE NOTE Min. COVER UNDER DITCHES. 600 Min. COVER

Immediately following the Committee of the Whole meeting Mukwonago Municipal Building/Board Room, 440 River Crest Court

KC Water Rules and Regulations For Water Main Extensions and Relocations

ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS

This addendum forms a part of the Contract Documents dated: August 10, 2012.

SUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR GMG BY DATE 11/13 CRS NO.

SECTION III SUBMITTALS AND APPROVALS

CHAPTER 11. Plan Standards

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

SECTION 39 - MANHOLES TABLE OF CONTENTS

WATER STRUCTURE LEGAL & SURVEY TOPOGRAPHY/GRADING LANDSCAPE/VEGETATION

A1.1 FOX GARAGE VAN VAN VAN VAN 11/16/ WASHINGTON BLVD ST. LOUIS, MO REVISIONS FLOOR PLAN - LEVEL /01/14

Sewer Line Extension Permit Design Checklist

MTJ Outdoor Baggage Claim

3. The PAC (Permit Application Center) will notify the design professional of plan review results.

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

Oil-Water Separator Design Checklist

Grease Interceptor Design Checklist

Current Standard Plates including Transmittal Letters are available on the web at:

Utility Structures. Utility vaults, trenches, transformer pads Electrical Pole Bases and switching cubicles

APPENDIX 4. Checklists. Township of King Design Criteria and Standard Detail Drawings

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

SUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info

SUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)

GAMA Engineering Inc Weston Road, Suite 35B Vaughan, Ontario L4L 9P1

ADDENDUM No. 1. ITB No Northside Interceptor Condition Assessment. Due: February 1, 2018 at 10:00 A.M. (Local Time)

WATER & SEWER CONSTRUCTION SITE PLAN DESIGN SUMMARY COMMERCIAL & RESIDENTIAL

SUBDIVISION APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT

City of Regina Standard Construction Specification SECTION 2999 LISTING OF ROADWAY STANDARD DRAWINGS

SAUSALITO-MARIN CITY SANITARY DISTRICT MISCELLANEOUS UPGRADES PROJECT. Addendum No. 2

10010 RECORD DRAWING INFORMATION

Engineering Department DRAWING STANDARD SPECIFICATIONS

MAY J. Collins Engineering Associates, LLC San Jose Blvd. Jacksonville, Florida 32223

Public Works City of Lebanon, Tennessee; Department of Public Works

IOWA CITY WASTEWATER TREATMENT PLANT RELOCATION PROJECT NORTH PLANT SALVAGE AND DEMOLITION PHASE CITY OF IOWA CITY FEBRUARY, 2015

Valley Road Main Replacement

HUSSEY GAY BELL SAVANNAH, GEORGIA

Government Of Newfoundland & Labrador Municipal Water, Sewer And Roads Master Construction Specifications

Council Policy Engineering Drawing Submission Requirements

STATE UNIVERSITY CONSTRUCTION FUND

3. DESIGN SPECIFICATIONS

DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA

MINIMUM C/L RADII OF CURVATURE OF LOCAL ROADS IN SUBDIVISIONS

INSTALLATION INSTRUCTIONS. March 2016 FOR FURTHER QUESTIONS, PLEASE CALL

Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts

Transcription:

STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'CW'= COMANCHE WAY PIPES BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-3 PROJECT NO. 53W1930 COMANCHE WAY STORM SEWER SCHEDULE CITY OF MADISON STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO PLAN PIPE DISCH. INLET SLOPE PIPE TYPE NOTES NO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) LGTH (FT) LGTH (FT) E.I. E.I. (%) SIZE PLOT SCALE: _ S-1 24'CW'+13.77 LT-56.00 43"X68" HERCP AE - 848.80 - (3) P-1 S-1 S-2 97.50 97.50 848.80 848.80 0.00% 43"X68" HERCP NOTE (2) S-1A 24'CW'+10.92 LT-18.50 SADDLED INLET TYPE II 855.50 852.88 2.62 LP; FP; W/ R-3067-7004-VB P-2 S-3 S-4 97.50 97.50 848.80 848.80 0.00% 43"X68" HERCP NOTE (2) S-1B 24'CW'+07.64 RT-19.50 SADDLED INLET TYPE II 855.46 852.88 2.58 LP; FP; W/ R-3067-7004-VB P-3 S-3A S-5 236 233 852.88 854.06 0.51% 12" RCP - S-2 24'CW'+04.17 RT-56.83 43"X68" HERCP AE - 848.80 - (3) P-4 S-5 S-6 36 34 854.06 854.23 0.50% 12" RCP - S-3 24'CW'+22.27 LT-55.80 43"X68" HERCP AE - 848.80 - (3) S-3A 24'CW'+19.89 LT-18.50 SADDLED INLET TYPE II 855.47 852.88 2.59 LP; FP; W/ R-3067-7004-VB S-3B 24'CW'+17.12 RT-19.50 SADDLED INLET TYPE II 855.39 852.88 2.51 LP; FP; W/ R-3067-7004-VB S-4 24'CW'+14.45 RT-57.36 43"X68" HERCP AE - 848.80 - (3) S-5 26'CW'+51.11 LT-16.00 H INLET 856.89 854.06 2.83 FP; W/ R-3067-7004-V S-6 26'CW'+67.60 RT-15.50 H INLET 856.95 854.23 2.72 FP; W/ R-3067-7004-V PLOT NAME: _ STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) REV. DATE: _ ULO SCHEDULE RS-1 IN 5218-005 24'CW'+25.00 LT-19.08 DOUBLE SADDLED H INLETS PAID AS 2 REMOVE INLET RS-2 IN 5218-006 24'CW'+22.00 RT-20.47 DOUBLE SADDLED H INLETS PAID AS 2 REMOVE INLET ID NO. STATION LOCATION TYPE NOTES (OFFSET) STORM PIPE REMOVALS PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES REMOVAL NO. FROM TO (FT) (Y/N) ULO-1 24'CW'+60.82 LT-12.18 TV - ULO-2 25'CW'+90.18 LT-6.41 GAS - RP-1 RS-1 RS-5 98 N 54"X85" HERCP CMPA NOTE (1) RP-2 RS-2 RS-6 98 N 54"X85" HERCP CMPA NOTE (1) ORIGINATOR: CITY OF MADISON STREETS DIVISION STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. SPECIFIC NOTES - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. (1) EXISTING ENDWALL REMOVAL INCLUDED IN PIPE REMOVAL - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (2) PLAN LENGTH IS ACTUAL PIPE LENGTH (ENDWALL NOT INCLUDED) - ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD (3) STATION AND OFFSET GIVEN TO END OF APRON POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) 266-4096 FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608)264-9275. FILE NAME: M:\DESIGN\PROJECTS\53W1793\COMANCHE\STORM\DESIGN\STORM SCHEDULE COMANCHE.XLS DATE: 04/23/2015

STORM SEWER SCHEDULE STRUCTURES STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES NO. (OFFSET) CASTING ALIGNMENT CODES: 'BW'= BURNING WOOD BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-8 PROJECT NO. 53W1930 BURNING WOOD STORM SEWER SCHEDULE CITY OF MADISON E: _ PLOT SCALE PLOT NAME: _ S-1 11'BW'+45.87 LT-15.00 6X6 CATCHBASIN 857.55 854.00 3.55 W/ ONE R-3067-7004-V; (1) (2)(4) S-2 20'BW'+77.51 LT-15.00 6X6 CATCHBASIN 858.61 855.35 3.26 W/ ONE R-3067-7004-V; (1) (2)(4) S-3 23'BW'+11.44 LT-15.00 6X6 CATCHBASIN 857.48 854.33 3.15 W/ ONE R-3067-7004-V; (1) (2)(4) S-4 26'BW'+35.65 LT-15.00 6X6 CATCHBASIN 856.05 853.05 3.00 LP; W/ ONE R-3067-7004-VB; (1) (2)(4) S-5 29'BW'+66.22 LT-18.52 TERRACE INLET TYPE 3 855.70 852.00 3.70 LP; PER SDD 5.7.12B; (2) (3) STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) RI-1 IN 5117-001 11'BW'+45.87 LT-14.40 H INLET - RI-2 IN 5117-005 20'BW'+77.51 LT-14.40 H INLET - RI-3 IN 5117-009 23'BW'+11.44 LT-14.40 H INLET - RI-4 IN 5217-003 26'BW'+35.65 LT-14.40 H INLET - RI-5 IN 5217-007 29'BW'+65.86 LT-14.40 DOUBLE H INLET PAID AS 2 REMOVE INLET ULO SCHEDULE ID NO. STATION LOCATION TYPE NOTES (OFFSET) REV. DATE: _ ULO-1 11'BW'+45.87 LT-14.40 GAS - ORIGINATOR: CITY OF MADISON STREETS DIVISION SPECIFIC NOTES STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. (1) CENTER OF STRUCTURE IS 1.0 FT FROM FACE OF CURB. - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. (2) WITH 3 FT SUMP BELOW INVERT - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. (3) CASTING IS 0.2 FT BELOW TOP OF CURB TC=855.90; PER SDD 5.7.12B - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (4) SEE DETAIL ON THIS SHEET - ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) 266-4096 FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608)264-9275. FILE NAME: M:\DESIGN\PROJECTS\53W1793\BURNING WOOD MENOMONIE\STORM\DESIGN\STORM SCHEDULE BURNING DATE: 04/23/2015

SANITARY SCHEDULE ALIGNMENT CODES: 'FS'= FOURTH STREET BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-10 PROJECT NO. 53W1930 N FOURTH ST SANITARY SEWER SCHEDULE CITY OF MADISON PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM SAS TO SAS EI # EI # PLAN SLOPE SIZE PVC NOTES NO. (OFFSET) CASTING (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) LGTH (FT) (%) (DIA) TYPE PLOT SCALE: _ SAS#1 43'FS'+41.20 RT-4.77 863.83 853.83 10.00 - EX SAS 5640-025 SAS#1 850.50 853.83 265 1.27% 8" SDR-35 - PLOT NAME: _ REV. DATE: _ REMOVE SANITARY SEWER STRUCTURE ABANDON SANITARY SEWER PIPE STRUCTURE STATION LOCATION TOP OF E.I. DEPTH NOTES ABANDON ABANDON LENGTH SIZE TYPE NOTES ID NO. (OFFSET) CASTING FROM TO EX SAS 5740-017 40'FS'+75.11 RT-26.26 862.45 856.31 6.14 - EX SAS 5740-017 EX SAS 5740-018 265 6" VP PLUGS - INCIDENTAL EX SAS 5740-018 43'FS'+39.64 RT-23.89 864.26 858.07 6.19 - EX SAS 5640-025 EX SAS 5740-017 RT-22.00 8" PVC PLUGS - INCIDENTAL FILE NAME: M:\DESIGN\PROJECTS\53W1793\FOURTH\SANITARY\DESIGN\SANITARY SCHEDULE DATE: 04/23/2015

MATERIALS ESTIMATE COMANCHE BURNING WOOD, ETC. FOURTH TOTAL UNITS (6-IN) D.I. PIPE 140 220 0 360 LF (8-IN) D.I. PIPE 100 3260 240 3600 LF (10-IN) D.I. PIPE 30 0 0 30 LF (12-IN) D.I. PIPE 2680 0 0 2680 LF (5-IN) HYDRANT ASSEMBLY 6 7 0 13 EA (6-IN) GATE VALVE & BOX 6 11 0 17 EA (8-IN) GATE VALVE & BOX 0 6 1 7 EA (10-IN) GATE VALVE & BOX 1 0 0 1 EA (12-IN) GATE VALVE & BOX 4 0 0 4 EA (6-IN) M.J. CAP 0 6 0 6 EA (8-IN) M.J. CAP 2 0 0 2 EA (10-IN) M.J. CAP 2 0 0 2 EA (6-IN) M.J. PLUG 0 0 2 2 EA (8-IN) M.J. PLUG 1 6 0 7 EA (12-IN) M.J. PLUG 2 0 0 2 EA (8-IN x 6-IN) TEE 0 11 0 11 EA (8-IN x 8-IN) TEE 1 6 0 7 EA (12-IN x 6-IN) TEE 6 0 0 6 EA (12-IN x 8-IN) TEE 2 0 0 2 EA (12-IN x 10-IN) TEE 2 0 0 2 EA (8-IN x 6-IN) REDUCER 0 2 0 2 EA (6-IN) 11.25-DEG BEND 1 0 0 1 EA (8-IN) 11.25 DEG BEND 0 4 0 4 EA (10-IN) 11.25 DEG BEND 1 0 0 1 EA (12-IN) 11.25-DEG BEND 1 0 0 1 EA (8-IN) 22.5-DEG BEND 0 4 2 6 EA (8-IN) 45-DEG BEND 0 3 0 3 EA (12-IN) 45-DEG BEND 4 0 0 4 EA (6-IN) 90-DEG BEND 0 4 0 4 EA (8-IN) 90-DEG BEND 0 1 0 1 EA (4-FTx8-FT) 2-IN INSULATION 48 72 0 120 LF (6-IN) TAPPING SLEEVE & VALVE 0 2 0 2 EA (8-IN) TAPPING SLEEVE & VALVE 2 0 0 2 EA (10-IN) TAPPING SLEEVE & VALVE 1 0 0 1 EA (12-IN) TAPPING SLEEVE & VALVE 0 0 0 0 EA POLYWRAP 3300 3970 270 7540 LF (1-IN) COPPER TUBING AS REQ'D

2024 © hobbydocbox.com Privacy Policy | Terms of Service | Feedback