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HomeMy WebLinkAboutSite Certifications - 06/10/20201218 W. ASH, STE. C, WINDSOR, COLORADO 80550 TEL. 970.674.3300 – FAX 970.674.3303 June 8, 2020 Mr. Dan Mogen City of Fort Collins Stormwater 700 Wood Street Fort Collins, CO 80522 Re: Streets Park–Site Certification Dear Dan, Please accept this letter as the Site and Drainage Certification for the Streets Park project. Survey of the site was completed in August, September, and November of 2019 and in January of 2020 by Hall-Irwin Corp. and Morningstar Surveying, LLC. Site visits were conducted by Erika Schneider on August 27, 2019, Logan Johnson on September 28, 2019, and me on November 1, 2019 and January 30, 2020 of Interwest Consulting Group. Photos of the site visits are attached. The majority of the site work has been completed and is in general conformance with the approved design. However, portions of the original design have been modified by City personnel and are included in the list below. 1. Fence posts were installed by City near the centerline of the concrete pan. The area was regraded to get flows from the end of the concrete pan to the newly installed rain garden. 2. The area between the sidewalk and roadway, west of the basketball court doesn’t drain north to the wetlands as proposed in the construction drawings. Per the Contractor, this section of sidewalk was field fit with the City since the picnic shelter was removed and no longer required a connection to it. During the construction phase of this project, Interwest received no questions from the Contractor or the City. Also, Interwest did not receive, review, or approve any material submittals for this project. It is our assumptions that the City approved the Contactors shop drawings. Verification of correct materials installed can only be done by City personnel. I have attached the stamped as-built survey. I have also attached As-built drawings of the Storm System and Grading Plans and the Overall Site and Drainage Certification. Relevant attachments have been uploaded to the Statewide Compliance Portal. We appreciate your time and consideration in reviewing this certification. If you have any questions or need additional information, please feel free to call at any time (970) 460-8471. Sincerely, Michael Oberlander, P.E., LEED AP Colorado Professional Engineer 34288 OVERALL SITE AND DRAINAGE CERTIFICATION Page 1 OVERALL SITE and DRAINAGE CERTIFICATION Commercial, Multi-Family and Subdivision Certification Form and Checklist Project Name: Date: Building Permit Numbers: (Commercial or multi-family) Per the requirement in Fort Collins Stormwater Criteria Manual (FCSCM) Chapter 3, Section 3.0 to certify as- built construction to the approved drainage and grading plans, please fill in all applicable items in this Certification Form for Commercial, Multi-Family and Overall Single Family sites. NOTE: several items must be verified during construction. A copy of the approved grading plan must be submitted with the as-built grading plan. (As-built elevations must be written in red next to the approved elevations.) x Use “Yes” for items completed as described. x Use “N/A” for items that are not applicable to the site being certified. x If any blanks are “No,” attach an explanation referencing the item number below. Attach an explanation or description of the as-built condition for any items listed or for anything not listed but shown on the approved construction plans. Provide an as-built redline or Mylar drawing with the following: I. Water Quality and Quantity Detention Basin - FCSCM Ch. 6 and 7 For multiple detention basins on a site, provide the following for each basin separately: A. Volume: As-built topographic verification is attached at 1-foot (or less) contour intervals and volume verification calculations for the water quality capture volume and the 100-year detention storage volume. 1. Detention basin topography was prepared by a professional land surveyor registered in the state of Colorado. 2. Both proposed and as-built contours are shown on the same plan sheet (dashed lines for proposed and solid lines for as-built). 3. All critical spot elevations as shown on the approved construction plans have been verified and the as-built elevations are shown on the plan sheet. 4. Stage-storage-discharge tables are provided on a separate document. 5. Verification that designed drain time is in compliance with Colorado Revised Statute § 37-92- 602(8) is attached and has been uploaded to the Statewide Compliance Portal (tinyurl.com/COCompliancePortal) for approval. Uploaded documents must include: a. The cover sheet from the approved drainage report b. The stamped certification page from the approved drainage report c. As-built topographic survey d. Stamped certification page from the Overall Site & Drainage Certification e. PDF output from the Stormwater Detention and Infiltration Design Data Speadsheet 1/19 Streets Park 6/8/2020 B1903219 & B1902590 Yes Yes Yes Yes Yes Yes Page 2 B.Water Quality and Quantity Detention Basin Grading: Attached is as-built verification that there is a minimum 2% positive fall into the concrete trickle pans or flow-line(s) from all areas in the bottom of the detention pond. If there is a “soft pan” in the flow-line, all areas still must meet the minimum 2% grade requirement. 1.Low Flow: Choose one of the following detention basin low flow options as applicable: a. Turf swale for low flow path in detention basin. There is a minimum 2% grade in the flow-line(s) of the detention basin. The flattest as-built grade is . b. Concrete pan for low flow in detention basin. There is a concrete pan installed that meets the grades as shown on the approved construction plans. (Show as-built spot elevations.) c. Soft pan for low flow in detention basin. x Verify and document the soft pan material gradation, trench width and depth - to be verified during construction by engineer. Picture documentation is preferred or engineer’s statement of visual inspection and compliance. (Choose one below.) o There is a soft pan with an underdrain installed that meets the design on the approved construction plans. (Show the underdrain grades, bedding material, geotextile, spot elevations, bends, cleanouts, etc.) o There is soft pan installed without an underdrain but there is a type A or B soil. The soil type must be documented by supplying verification from a registered professional geotechnical engineer. NOTE: Spot elevations are to be within 0.2 ft. +/-. 2. Side Slopes: The as-built side slopes of the detention basin have been calculated and are shown. Indicate the side slope with an arrow and a numerical value (e.g., 6.25:1). The maximum slope allowed is 4:1. Small areas of 3:1 may be acceptable, but slopes steeper than 3:1 must be stabilized or re- graded. Provide documentation if a variance was granted for steeper slopes during the design process. 3.Spillway: The following items must be field verified: a. The location of the spillway is indicated on the as-built plan. b. The width of the spillway is indicated on the as-built plan. c. The elevation(s) of the spillway is shown on the as-built plan. d. A concrete ribbon defines the location and grade of the spillway. e. There is downstream scour protection in the spillway as per the construction plans. Indicate type: (riprap size “D50” gradation and bedding type, geotextile, buried riprap with inches of bury, etc.). f. There are no obstructions in the spillway, such as trees, bushes, sidewalks, landscape features, rocks, etc. 1/19 Detention pond will function as a recreation field with 1% minimum slope. Spillway is 8' existing walk. Spillway is 8' existing walk. No No No No N/A N/A Yes Yes No Yes Yes N/A Yes Page 3 4.Outlet Structure: a. The orifice plate for the approved release rate is installed with the correct size and location of the orifice. b. The orifice plate for the water quality outlet is installed with the correct hole size, number of rows and columns of holes. c. The bottom hole on both the water quality and quantity outlets are at the bottom of the plate so no water ponds in front of the plate. d. The well screen is the correct material and is installed as shown on the construction plans. e. 100-year overflow grate elevation is . (Elev. A on detail D-46) f. The top elevation of the water quality capture volume is . (Elev. B on detail D-46) g. Overflow grate is made of the correct material, has the correct bar spacing, is hinged at the top and bolted at the bottom. h. The bottom of the outlet box has no obstructions or misalignments that will cause it to retain runoff water and is sloped at 2% towards outlet. II. Channels/Swales - FCSCM Ch. 8, Sec. 2.0 and Ch. 9, Sec. 5.0 A. Capacity: The as-built capacity of all the major channels and swales has been verified. They meet or exceed capacity requirements shown in the approved drainage study for this project. 1. All swales are located within the drainage easements as shown on the construction plans. 2. Longitudinal slopes and side-slopes (cross-sections) have been verified. Design criteria requires longitudinal slopes of 2% min. (on vegetated swales) and side-slopes no steeper than 4:1. If these criteria are not met, the certification engineer will write a justification and propose mitigation for each instance or have the issues corrected. If variances to these criteria have previously been approved and are shown on the construction plans, no justification is needed. 3. As-built spot elevations on channels/swales are shown that correspond to spot elevations shown on the approved construction plans. 4. All permanent erosion control measures are installed as shown on the approved construction plans (e.g., drop structures, riprap, TRMs, etc.). (Include pictures and verification of the materials used as part of this verification.) 5. All pans, curbs, storm pipes or other appurtenances appropriately tie into each other in the system. (Pictures at tie-in points suggested.) 6. The minimum freeboard is provided for all channels and swales as shown on the approved construction plans or as identified in the approved drainage study. (Show the freeboard provided on the cross-sections as on the construction plan set or attached as separate documentation.) 7. The low flow portion of all channels or swales is clear of obstructions. (No landscaping, trees, shrubs, sod, etc. infringe on the low flow portion of channels or swales.) 1/19 Outlet Structure is only for detention. See attached email and picture. Yes there is a notch from the invert of the orifice to the invert of the pipe. Yes N/A Yes N/A N/A N/A N/A Yes N/A Page 4 III. Storm Pipes (aka storm drains) - FCSCM Ch. 9, Sec. 4.0 A. Storm Drain Pipe Capacity: The as-built capacity of all pipes installed on this project has been verified and meets or exceeds the capacity requirements shown in the approved drainage study for this project. 1. All storm drain pipe sizes and materials have been verified and are in conformance with the approved construction plans. (Indicate on the plan and profile sheets that they have been verified.) Material and size substitutions must be approved prior to installation. If a pipe size or material was changed during construction, the certification engineer must attach the approval documents or supply them with this certification. Approval documents must include a calculation documenting the capacity equivalency (equal or greater) of the substituted size. 2. The longitudinal slope of the pipe is as shown on the approved construction plans. The acceptable minimum slope is 0.4%. All slopes flatter than the designed slope on the construction plans must be justified with capacity calculations on an attached sheet. 3. The as-built invert elevations have been verified and are shown on the plan and profile sheets of the approved construction plans. B.Storm Drain Pipe Installation Requirements: All pipes are installed in accordance with the approved construction plans and construction specifications. 1. The minimum cover requirements for all pipes have been met as shown on the approved construction plans. These will be called out in critical locations. 2. All encasements and clearances as specified on the approved construction plans have been met. 3. Any specific joint types or construction methods specified on the approved construction plans have been met. (List on a separate sheet and attach to this certification.) IV. Concrete Pans - FCSCM Ch. 8, Sec. 2.0 A. Construction/Installation: All concrete pans have been constructed in accordance with the approved construction plans. 1. The concrete pans are the correct size/width as shown on the approved construction plans. 2. The longitudinal slopes of the pans are as shown on the approved construction plans. The certification engineer must justify or mitigate longitudinal slopes less than the minimum of 0.4% unless a flatter slope was approved and is shown on the approved construction plans. Provide mitigation or justification by separate document. 3. The cross-section of the pan is as shown on the construction plans. (Specifically, the pan cross- section is “V” shaped and meets the side slope shown on the detail.) 4. The concrete pans are a minimum of 6 inches thick without reinforcement and a minimum of 4 inches thick with a minimum of 6X6-W14xW14 reinforcement per detail D20B and D20C. (Provide documentation of the reinforcement used if different than shown on the details or on the approved construction plans.) 5. The spot elevations shown on the concrete pan(s) have been verified and are shown on the as- built drawings. 1/19 Per comment from Contractor, Storm pipes and material were installed correctly. Matched existing pipe size & steepened existing slope. Per comment from Contractor, Storm pipes and material were installed correctly. See attached Material submittals from Contractor. Interwest was not given these cut sheets until after the project was complete. These material submittals were provided to the City personnel. Per comment from Contractor, Concrete Pan was installed correctly. Pan slopes range from 0.29% to 0.48%, original design was below min. slope at 0.35% on plans. N/A Yes No No Yes Yes N/A Yes Yes Yes Yes Yes Yes Yes Page 5 V. Storm Drain Inlets - FCSCM Ch. 9, Sec. 3.0 A. Construction/Installation: All storm drain inlets have been constructed in accordance with the approved construction plans and construction specifications. 1. The size and type of inlets are consistent with the inlets shown on the approved construction plan. Indicate by writing “Verified” on each inlet on the plan sheet or list on a separate document the inlet number(s), type and size (length). If the inlet installed is other than the one on the approved construction plan detail sheet, provide the name and source of the detail with justification for equal or better capacity. 2. The size of the inlet opening is consistent with the approved detail. (Check height and width.) 3. The elevation of the grate (if applicable) is at the elevation shown on the street profile or as indicated by a spot elevation on the construction plans. 4. The as-built invert elevations of all pipes entering and leaving the inlet are shown on the plan and profile sheets within construction tolerance of 0.2 feet. If substantially different, provide justification and capacity calculations to show the capacity is not affected or propose mitigation. 5. The as-built size of the inlet box is as shown on the construction plans or an explanation or justification is attached. 6. All Type C, R, 13 and 16 inlet covers are stenciled or stamped with the following designation (or an equivalent): NO DUMPING – DRAINS TO POUDRE RIVER. VI. Culverts - FCSCM Ch. 9, Sec. 4.0 A. Construction/Installation: All culverts have been constructed and/or installed in accordance with the approved construction plans and construction specifications. 1. All culvert sizes have been verified as indicated on the as-built construction plans as correct. 2. The culvert material type for all culverts installed is as on the approved construction plans and is indicated on the as-built plans. 3. The as-built invert “in and out” elevations have been verified and are indicated on the as-built construction plans. 4. The culvert headwalls or wing walls have been installed as shown on the approved construction plans. Headwalls or wing walls may be needed in the as-built conditions onsite if the slopes adjacent to the culvert are greater than 4:1. Please note areas needing stabilization in the certification narrative. An alternative to consider is a turf reinforcement mat (TRM). VII. Sub-Drains A. Construction/Installation: All sub-drains shown on the construction plans have been installed in accordance with those plans and the construction specifications. Sub-drains installed with the sanitary sewer are to be verified on the sanitary sewer plan and profile sheets of the construction plans. (NOTE: Indicate any sub-drains installed after the plans were approved on the as-built plans.) 1. The size of the sub-drains are as approved on the construction plans and are indicated on the as- built plans. 2. The type of sub-drain, in particular the perforated and non-perforated sections of the drain, are as indicated on the approved construction plans. 1/19 Per comment from Contractor, Storm drain inlets and cleanouts were installed correctly. Only shot inlet invert which are within tolerance of design. Per comment from Contractor, culverts were installed correctly. Per comment from Contractor, sub-drains were installed correctly. Yes Yes Yes Yes No Yes N/A Yes Yes Yes N/A Yes Yes Yes Page 6 3. The cover requirements per the construction plans are provided. 4. The cleanouts have been installed at the locations shown on the construction plans and are accessible for cleaning. (Cleanouts can be buried a maximum of 6 inches deep with their locations marked.) 5. The backfill materials for sub-drains are as shown on the approved construction plans. (This includes the type, depth and width.) 6. The geo-textile liner completely wraps the sub-drain and the permeable backfill material unless shown otherwise on the approved construction plans. (Sub-drain pipe wrapped in a sock filter material is accepted only if approved prior to installation.) VIII. Curb Cuts A. Construction: All curb cut openings are constructed in accordance with the approved construction plans and construction specifications. 1. The size (width) of the curb cut opening is as shown on the approved construction plans. 2. The curb cut openings tie into a downstream swale, pipe, or other appurtenances with a smooth transition and there no obstructions such as riprap or sod impeding the flow downstream of the curb cut. IX. Sidewalk Culverts & Chases A. Construction/Installation: All sidewalk culverts have been installed at the locations shown on the approved construction plans. 1. The size (width and length) of the culverts are as shown on the approved construction plans. 2. The cover plate is a minimum 5/8-inch galvanized plate bolted to a galvanized angle iron per the detail shown on the approved construction plans or per the City’s detail. 3. The sidewalk culvert invert “in and out” elevations have been verified and are indicated on the as-built plans. 4. The sidewalk culvert opening is as shown on the approved construction plans or per the City’s detail. 5. There is a smooth transition both on the inlet and outlet ends of the sidewalk culvert with no obstructions such as riprap or sod impeding the flow into or out of the sidewalk culvert. X. Site Grading - FCSCM Ch. 8 A. Construction: All common open spaces have been graded in accordance with the approved construction plans. 1. The grading on all common open spaces bordering private lots has been verified as correct and the as-built rear lot corner elevations have been shown on the as-built plans. 1/19 Cleanouts were left under the rubber play surface as a precaution to prevent injury to children using that surface. Geo-textile liner was installed under playground per detail. Yes Yes Yes Yes N/A N/A N/A Yes Yes Yes Yes Yes Yes Yes Yes Page 7 2. The as-built contours for “overlot grading” are shown on the as-built construction plans for all common open spaces, tracts, outlots, etc. If not in compliance, please attach a narrative describing the situation for noncompliance and when it may be corrected. An escrow for overlot grading may be required. (NOTE: Residential Lot Grading Certification is a separate process from this Overall Site Certification. It is understood that residential lots will be brought to final grade once the foundation is backfilled so they may be lower than the plan shows at this Overall Site Certification stage.) 3. All turf reinforcement mats (TRMs) have been installed as shown on the approved construction plans and the slopes are stabilized. XI. Permanent Erosion Control BMPs - FCSCM Ch. 9, Sec. 7.0 A. Construction: All permanent erosion control BMPs have been installed per the approved construction plans. 1. All riprap has been installed in the locations and sizes indicated on the approved construction plans. 2. All fabric has been installed in the locations and sizes indicated on the approved construction plans. a. All fabric was installed per the details on the approved construction plans. XII. Post-Construction Site Cleanup - FCSCM Ch. 3, Sec. 2.0 A. Construction: All construction debris and obstructions of any kind have been removed from drainage paths. 1. All construction debris has been removed except in staging area(s). 2. All ruts have been smoothed out in all construction areas. 3. All areas needing reseeding have been identified and future stabilization goals have been coordinated with the Erosion Control Inspector and in accordance with FCSCM Vol.2 Chapter 12. Note the area needing stabilization in the narrative. XIII. Certification of LID and Water Quality Facilities - FCSCM Ch. 7 A. Attached are the During Construction Inspection Checklist for Low Impact Development (LID) and other items to be verified during construction, along with pictures and other required documentation. B. Attached is verification of the rain garden and/or sand filter flat surface area(s) and ponding volume(s). This verification includes survey of critical elevations. C. Attached is verification of the underground infiltration required volume(s), weir elevations, orifices, inspection ports and filtering fabric. This verification includes survey of critical elevations. D. All visible LID design features were verified as part of the engineer's site visit. 1/19 Yes N/A Yes N/A N/A N/A Yes Yes Yes Yes Yes Yes N/A Yes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or Approval For your Files and Information For Additional Information Only For Coordination Purposes Only Stamped Copies # Resubmitted with Revisions/Corrections By due date to maintain Schedule ASAP NoExceptionsTaken Rejected MakeCorrectionsNoted SubmitSpecifiedItems ReviseandResubmit Date:By: Checkingisonlyforgeneralconformancewiththedesignconceptoftheprojectand generalcompliancewiththeinformationsgiveninthecontractdocuments.Any actionshownissubjecttotherequirementsofthedrawingsandspecifications.The contractorisresponsiblefor:dimensionswhichshallbeconfirmedandcorrelatedat theprojectsite;checkingofquantities;fabricationprocess&techniquesof construction;coordinationofhisworkwiththatofallothertrades;andthe satisfactoryperformanceofhiswork. 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Korby Sod, LLC 2406 E County Rd 60 ~ Wellington, CO 80549 970-568-7633 ~ 1-844-285-5606 www.korbysod.com STAMPED SURVEY AND RECORD DRAWINGS TRACT A , EAST VINE STREETS FACILITY P.U.D. - DRAINAGE AND ACCESS EASEMENT PROPOSED RESTROOM FFE=52.3 100 YR WSEL=50.2 9t h S T R E E T LOT 1A, A REPLAT OF A PORTION OF LOTS 1 AND 2, EAST VINE STREETS FACILITY P.U.D., MAJOR AMENDED FINAL, PHASE TWO FINAL LOT 2A, A REPLAT OF A PORTION OF LOTS 1 AND 2, EAST VINE STREETS FACILITY P.U.D., MAJOR AMENDED FINAL, PHASE TWO FINAL 0 40' 80402040 SCALE: 1" = NOTES: 1. ELEVATIONS SHOWN ARE 49XX.XX 2. ADA PARKING STALLS SHALL HAVE A MAX 2.0% SLOPE IN ANY DIRECTION. 3. ALL SIDEWALKS SHALL HAVE A MAX 2.0% CROSS SLOPE. 4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. 6. ALL EXISTING TREES, NOT MARKED FOR REMOVAL, ARE TO BE PROTECTED IN PLACE. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. ALL STORMWATER FACILITIES WILL BE PRIVATELY MAINTAINED (NOT MAINTAINED BY CITY STORMWATER). *9. PREVIOUSLY PLATTED EASEMENTS ARE NOW ALIGNMENTS. 6 OVERALL GRADING PLAN PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS : SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: CI T Y O F F O R T C O L L I N S FO R T C O L L I N S , C O L O R A D O ST R E E T S P A R K 100% CONSTRUCTION BID DOCUMENTS STREETS PARK 10 0 % C O N S T R U C T I O N B I D D O C U M E N T S FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2 BUSINESS DAYS IN ADVANCE IN METRO DENVER 1-800-922-1987 CENTER OF COLORADO CALL UTILITY NOTIFICATION MEMBER UTILITIES 534-6700OR Park Planning & Development City of 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ Park Planning & Development 1165-012-92 12/12/2018 LAJ MPO 1"=40' 0 20' 40201020 SCALE: 1" = SIDEWALK GRADING DETAIL RECORD DRAWING DATE: 6/8/20 ASBUILT CONTOUR PROPOSED RESTROOM FFE=52.3 100 YR WSEL 100 YR WSEL 0 20' 40201020 SCALE: 1" = 7 DETAILED GRADING PLAN PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS : SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: APPROVED: CI T Y O F F O R T C O L L I N S FO R T C O L L I N S , C O L O R A D O ST R E E T S P A R K 100% CONSTRUCTION BID DOCUMENTS STREETS PARK 10 0 % C O N S T R U C T I O N B I D D O C U M E N T S FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2 BUSINESS DAYS IN ADVANCE IN METRO DENVER 1-800-922-1987 CENTER OF COLORADO CALL UTILITY NOTIFICATION MEMBER UTILITIES 534-6700OR Park Planning & Development City of 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ Park Planning & Development 1165-012-92 12/12/2018 NOTES: 1. ELEVATIONS SHOWN ARE 49XX.XX 2. ADA PARKING STALLS SHALL HAVE A MAX 2.0% SLOPE IN ANY DIRECTION. 3. ALL SIDEWALKS SHALL HAVE A MAX 2.0% CROSS SLOPE. 4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. 6. ALL EXISTING TREES, NOT MARKED FOR REMOVAL, ARE TO BE PROTECTED IN PLACE. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. ALL STORMWATER FACILITIES WILL BE PRIVATELY MAINTAINED (NOT MAINTAINED BY CITY STORMWATER). *9. PREVIOUSLY PLATTED EASEMENTS ARE NOW ALIGNMENTS. CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION RAIN GARDEN NTS PLAYGROUND DRAIN DETAIL NTS LAJ MPO 1"=20' RAIN GARDEN NOTES: 1. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. RECORD DRAWING DATE: 6/8/20 ASBUILT CONTOUR SITE VISIT PHOTOS 01-30-20 Site Visit Page: 1 / 2 01-30-20 Site Visit Page: 2 / 2 OUTLET STRUCTURE, POND VOLUME AND RAIN GARDEN CERTIFICATION SUPPORTING DOCUMENTS 1 Erika Schneider From:Ward Eicher <wardeicher@msn.com> Sent:Monday, September 16, 2019 4:15 PM To:Jon McElwain Cc:Debbie Kirk Subject:Sugar Beet new 9-16-19 orifice plate photo Attachments:20190916_120937.jpg Please find attached photo taken today. It has changed from a 12" to the required 14 1/16" diameter... WARD EICHER, PLS MORNINGSTAR SURVEYING, LLC. 1120 COUNTRY ACRES DR. JOHNSTOWN, CO. 80534 970-691-6580 ______________________________________________________________________ This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com ______________________________________________________________________ Proposed Detention Pond - Stage/Storage LOCATION:STREETS PARK PROJECT NO: COMPUTATIONS BY:LAJ DATE:11/8/2018 V = 1/3 d ( A + B + sqrt(A*B)) where V = volume between contours, ft3 d = depth between contours, ft A = surface area of contour Detention Pond Water Quality Pond A Summary Surface Incremental Total Surface Incremental Total 5.20 acre-ft Stage Area Storage Storage Stage Area Storage Storage 4.57 acre-ft (ft)(ft2)(ac-ft) (ac-ft) (ft)(ft2)(ac-ft) (ac-ft)0.63 acre-ft 0 46.2 1 0.0 46.2 0.3 46.5 1218 0.00 0.00 0.3 46.5 0.00 0.00 1.99 acre-ft 0.8 47.0 8312 0.05 0.05 0.8 47.0 0.00 0.00 0.65 acre-ft 1.3 47.5 21334 0.16 0.22 1.3 47.5 0.00 0.00 1.34 acre-ft 1.6 47.8 30795 0.18 0.39 1.6 47.8 0.00 0.00 1.8 48.0 37534 0.16 0.55 1.8 48.0 0.00 0.00 2.3 48.5 54984 0.53 1.08 2.3 48.5 100 0.00 0.00 0.71 acre-ft 2.8 49.0 73961 0.74 1.82 2.8 49.0 18666 0.08 0.08 3.3 49.5 95407 0.97 2.79 3.3 49.5 35618 0.31 0.38 3.6 49.8 109321 0.70 3.49 3.6 49.8 40817 0.26 0.65 3.8 50.0 117558 0.52 4.01 3.8 50.0 43263 0.19 0.84 3.9 50.1 121344 0.27 4.28 3.9 50.1 44337 0.10 0.94 NEW SPILL 50.2 122656 0.28 4.57 4.0 50.2 45295 0.10 1.04 4.1 50.3 128926 0.29 4.1 50.3 46393 0.11 1.15 4.2 50.4 4.3 50.5 48465 0.22 1.37 4.3 50.5 NEW OVERTOP TO DET 51.0 59776 0.62 1.99 NEW TOP OF BERM 51.3 EX SPILL TO SOUTH 51.6 Detention Pond As-Builts* Surface Incremental Total Stage Area Storage Storage (ft)(ft2)(ac-ft) (ac-ft) 0 46.0 5 - 0.5 46.5 462 0.0020 0.0020 461.99 1.0 47.0 4698 0.03 0.03 4,697.81 1.5 47.5 17243 0.12 0.15 17,243.03 2.0 48.0 33552 0.29 0.43 33,551.78 2.5 48.5 53066 0.49 0.92 53,165.83 3.0 49.0 72595 0.72 1.64 91,260.90 3.5 49.5 91955 0.94 2.59 127,572.82 4.0 50.0 110808 1.16 3.75 154,070.65 AS-BUILT SPILL 50.20 116353 0.52 4.27 161,647.94 * As-Built survey provided by Hall Irwin 9-26-19 WQCV Required Solution: Provide Remaining Detention Required from Volume Available in WQ Pond A. Remaining Volume Available in WQ Pond A Volume Available in WQ Pond A Detention Required (per FAA Method) Provided in Detention Pond Remaining Detention Required Volume of Water Quality Pond A 5-8-20 STREETS PARK POND_As-Built.xls Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia =66 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100)i = 0.660 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.21 watershed inches (WQCV= 0.8 * (0.91* i 3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area)Area = 5,751 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV =99 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER =cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER =cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum)DWQCV =9 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical)Z = 4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin =66 sq ft D) Actual Flat Surface Area AActual =80 sq ft E) Area at Design Depth (Top Surface Area)ATop =600 sq ft F) Rain Garden Total Volume VT=255 cu ft (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y=ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 =N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO =N/A in Design Procedure Form: Rain Garden (RG) LAJ August 10, 2018 Streets Park - Overall Rain Garden Requirement based on Aerial Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia =66 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100)i = 0.660 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.21 watershed inches (WQCV= 0.8 * (0.91* i 3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area)Area = 5,751 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV =99 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER =cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER =cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum)DWQCV =9 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical)Z = 4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin =66 sq ft D) Actual Flat Surface Area AActual =207 sq ft E) Area at Design Depth (Top Surface Area)ATop =453 sq ft F) Rain Garden Total Volume VT=248 cu ft (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y=ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 =N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO =N/A in Design Procedure Form: Rain Garden (RG) LAJ ICG June 8, 2020 Streets Park - Overall Rain Garden Requirement based on Aerial - AsBuilt STATEWIDE COMPLIANCE PORTAL DOCUMENTS             !"       #     $ %& #'()*$&+ Stormwater Facility Name: Facility Location & Jurisdiction: User (Input) Watershed Characteristics User Defined User Defined User Defined User Defined Watershed Slope =0.007 ft/ft Stage [ft]Area [ft^2]Stage [ft]Discharge [cfs] Watershed Length-to-Width Ratio =6.00 L:W 0.00 0 0.00 0.00 Watershed Area =24.97 acres 0.30 1,218 4.00 9.30 Watershed Imperviousness =54.0%percent 0.80 8,312 5.10 118.00 Percentage Hydrologic Soil Group A =0.0%percent 1.30 21,334 Percentage Hydrologic Soil Group B =0.0%percent 1.60 30,795 Percentage Hydrologic Soil Groups C/D =100.0%percent 1.80 37,534 2.30 54,984 2.80 73,961 3.30 95,407 3.60 109,321 User Input: Detention Basin Characteristics 3.80 160,821 WQCV Design Drain Time =0.00 hours 3.90 165,681 4.00 167,951 4.10 175,319 4.30 48,465 4.80 59,776 5.10 0 After completing and printing this worksheet to a pdf, go to: https://maperture.digitaldataservices.com/gvh/?viewer=cswdif, create a new stormwater facility, and attach the pdf of this worksheet to that record. Routed Hydrograph Results Design Storm Return Period =WQCV 2 Year 5 Year 10 Year 25 Year 50 Year 100 Year Two-Hour Rainfall Depth =0.53 0.98 1.36 1.71 2.31 2.91 3.67 in Calculated Runoff Volume =0.001 1.048 1.759 2.431 3.687 4.851 6.462 acre-ft OPTIONAL Override Runoff Volume =acre-ft Inflow Hydrograph Volume =0.001 1.047 1.759 2.430 3.687 4.850 6.453 acre-ft Time to Drain 97% of Inflow Volume =1 4 5 7 8 10 11 hours Time to Drain 99% of Inflow Volume =1 4 6 7 9 10 12 hours Maximum Ponding Depth =0.01 1.78 2.28 2.65 3.20 3.62 4.01 ft Maximum Ponded Area =0.000 0.845 1.241 1.562 2.092 2.612 3.863 acres Maximum Volume Stored =0.000 0.547 1.065 1.583 2.597 3.561 4.912 acre-ft Stormwater Detention and Infiltration Design Data Sheet Streets Park Fort Collins, CO Workbook Protected Worksheet Protected 09-20-18 STREETS PARK_DRAIN TIME.xlsm, Design Data 6/9/2020, 9:18 AM Doing_Clear_Formatting =Yes CountA=1 0 1 2 3 #N/A #N/A 0 1 2 3 #N/A #N/A Check Data Set 1 Check Data Set 1 Stormwater Detention and Infiltration Design Data Sheet Area Discharge 0 10 20 30 40 50 60 70 80 90 100 0.1 1 10 FL O W [ c f s ] TIME [hr] 100YR IN 100YR OUT 50YR IN 50YR OUT 25YR IN 25YR OUT 10YR IN 10YR OUT 5YR IN 5YR OUT 2YR IN 2YR OUT WQCV IN WQCV OUT 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 0.1 1 10 100 PO N D I N G D E P T H [ f t ] DRAIN TIME [hr] 100YR 50YR 25YR 10YR 5YR 2YR WQCV 09-20-18 STREETS PARK_DRAIN TIME.xlsm, Design Data 6/9/2020, 9:18 AM Proposed Detention Pond - Stage/Storage LOCATION:STREETS PARK PROJECT NO: COMPUTATIONS BY:LAJ DATE:11/8/2018 V = 1/3 d ( A + B + sqrt(A*B)) where V = volume between contours, ft3 d = depth between contours, ft A = surface area of contour Detention Pond Water Quality Pond A Summary Surface Incremental Total Surface Incremental Total 5.20 acre-ft Stage Area Storage Storage Stage Area Storage Storage 4.57 acre-ft (ft)(ft2)(ac-ft) (ac-ft) (ft)(ft2)(ac-ft) (ac-ft)0.63 acre-ft 0 46.2 1 0.0 46.2 0.3 46.5 1218 0.00 0.00 0.3 46.5 0.00 0.00 1.99 acre-ft 0.8 47.0 8312 0.05 0.05 0.8 47.0 0.00 0.00 0.65 acre-ft 1.3 47.5 21334 0.16 0.22 1.3 47.5 0.00 0.00 1.34 acre-ft 1.6 47.8 30795 0.18 0.39 1.6 47.8 0.00 0.00 1.8 48.0 37534 0.16 0.55 1.8 48.0 0.00 0.00 2.3 48.5 54984 0.53 1.08 2.3 48.5 100 0.00 0.00 0.71 acre-ft 2.8 49.0 73961 0.74 1.82 2.8 49.0 18666 0.08 0.08 3.3 49.5 95407 0.97 2.79 3.3 49.5 35618 0.31 0.38 3.6 49.8 109321 0.70 3.49 3.6 49.8 40817 0.26 0.65 3.8 50.0 117558 0.52 4.01 3.8 50.0 43263 0.19 0.84 3.9 50.1 121344 0.27 4.28 3.9 50.1 44337 0.10 0.94 NEW SPILL 50.2 122656 0.28 4.57 4.0 50.2 45295 0.10 1.04 4.1 50.3 128926 0.29 4.1 50.3 46393 0.11 1.15 4.2 50.4 4.3 50.5 48465 0.22 1.37 4.3 50.5 NEW OVERTOP TO DET 51.0 59776 0.62 1.99 NEW TOP OF BERM 51.3 EX SPILL TO SOUTH 51.6 Detention Pond As-Builts* Surface Incremental Total Stage Area Storage Storage (ft)(ft2)(ac-ft) (ac-ft) 0 46.0 5 - 0.5 46.5 462 0.0020 0.0020 461.99 1.0 47.0 4698 0.03 0.03 4,697.81 1.5 47.5 17243 0.12 0.15 17,243.03 2.0 48.0 33552 0.29 0.43 33,551.78 2.5 48.5 53066 0.49 0.92 53,165.83 3.0 49.0 72595 0.72 1.64 91,260.90 3.5 49.5 91955 0.94 2.59 127,572.82 4.0 50.0 110808 1.16 3.75 154,070.65 AS-BUILT SPILL 50.20 116353 0.52 4.27 161,647.94 * As-Built survey provided by Hall Irwin 9-26-19 WQCV Required Solution: Provide Remaining Detention Required from Volume Available in WQ Pond A. Remaining Volume Available in WQ Pond A Volume Available in WQ Pond A Detention Required (per FAA Method) Provided in Detention Pond Remaining Detention Required Volume of Water Quality Pond A 5-8-20 STREETS PARK POND_As-Built.xls MATERIAL SUBMITTAL DOCUMENTS (WATER AND SEWER SHEETS FOR INFORMATION ONLY) 301 Centennial Drive Milliken CO 80543 970-352-6057 phone 970-352-6284 fax Date: To: Attn: Project:Submittal #004-A Project #:Provider:Claystone Construction Subject:Submittal Due:3-Apr-19 Spec Drawing Comments 02700 5,10,14 dkirk@hall-irwin.com XC: Please Return: Submitted Status Submitted Submittal Transmittal 27-Mar-19 City of Fort Collins Utilities 18008-2 Craig Kisling 215 North Mason Fort Collins, CO 80522 Sugar Beet Park SUBMITTAL ITEMS: Sincerely, Debbie Kirk Project Coordinator 970-587-7256 Description Sent for the following Actions: Storm & Sewer Pipe Geotextile Fabric For Approval For your Files and Information For Additional Information Only For Coordination Purposes Only Stamped Copies # Resubmitted with Revisions/Corrections By due date to maintain Schedule ASAP 1788 Helena St. Aurora, CO Phone: (720) 859-3060 Fax: (303) 366-0215 We are proud to provide submittals for the following project: Streets Park Fort Collins Co Prepared for: Claystone Construction Inc. 11840 Highway 52 Fort Lupton, CO 80621 Note to submittal reviewer: For some products, we submit more than one manufacturer. We stock both products and they meet the same specifications. Considering current product availability, specifying only one manufacturer may delay shipment. Submitted by Ferguson Waterworks 4411 Woods Ave Loveland, CO 80538 970-278-0944 INC. Manufacturer of Elastomeric Seals 3956 Mogadore Industrial Parkway Mogadore, Ohio USA 44260- 120 1 330-628-6230 Fax: 330-628-623 1 e-mail: info Q vertexseals.com COMPOUND TEST SPECIFICATIONS VERTITE Water Stop Gaskets RECIPE: V5425 Synthetic BASE POLYMER: Polyisoprene MEETS OR EXCEEDS ASTM C-425, C-443, C-923, F-477LWHH Material Tests METHOD ASTM F477LWHH SPECIFICATION REQUIRED OBTAINED Tensile, psi, min. Elongation, %, min. Durometer, hardness Compression Set, % max, 22h @ 70°C Accelerated aging oven, 96h @ 70°C Tensile max.% Elongation max.% Durometer max. Liquid Immersion 48h @ 70°C, % vol. incr. Ozone resistance 72h @ 40°C, 20% stretch, 50pphm 0 no cracks Testing conducted by Custom Rubber Mixing suppliers. The test reports maintained on file in the office of Vertex, Inc. This is to certify that materials used for all WS gaskets meet or exceed the above requirements. William C. ~ n d r ~ c k Z May 1, 2007 Vertex, Inc. "Home of the Vertitm Seal" 333DPL410877.963.4966 • www.dixonvalve.com Clamps I Clamps Dixon Worm Gear Clamps style HS style HSS • four-piece construction • clamp meets SAEJ1508 which supercedes Mil Spec WW-C-440B • screw design: 5/16" slotted hex head • maximum recommended torque 50 in. lbs. • all clamps sold 10 per box Style HS material: • band and housing: SAE 201/301 series stainless • screw: SAE 1018 case-hardened steel, zinc plated and chromate dipped Style HSS material: • band and housing: SAE 201/301 series stainless • screw: SAE 300 series stainless Band Width Hose OD style HS Case Qty style HSS Case Qtyfrom to Part # Price/E Part # Price/E 1/2" 9/16" 28/64" 32/64" 36/64" 44/64" 52/64" 52/64" 1-4/64" 1-20/64" 1-36/64" 1-52/64" 2-4/64" 2-20/64" 2-36/64" 2-52/64" 3-4/64" 3-20/64" 3-36/64" 1-56/64" 2-32/64" 3-8/64" 3-40/64" 4-8/64" 5-40/64" 7-8/64" 9-24/64" 10-8/64" 10-56/64" 11-40/64" 12-24/64" 13-8/64" 17-8/64" 50/64" 58/64" 1-4/64" 1-16/64" 1-32/64" 1-48/64" 2" 2-16/64" 2-32/64" 2-48/64" 3" 3-16/64" 3-32/64" 3-48/64" 4" 4-16/64" 4-32/64" 5" 5-32/64" 6" 6-32/64" 7" 8-32/64" 10" 12-16/64" 13" 13-48/64" 14-32/64" 15-16/64" 16" 20" HS6 HS8 HS10 HS12 HS16 HS20 HS24 HS28 HS32 HS36 HS40 HS44 HS48 HS52 HS56 HS60 HS64 HS72 HS80 HS88 HS96 HS104 HS128 HS152 HS188 HS200 HS212 HS224 HS236 HS248 HS312 $1.25 1.25 1.25 1.30 1.30 1.30 1.30 1.30 1.30 1.35 1.80 2.05 2.05 2.25 2.25 2.35 2.35 2.50 2.90 2.95 3.00 3.05 4.10 4.40 4.85 5.05 5.45 6.00 6.50 6.90 8.40 200 200 500 500 500 500 500 500 500 500 200 200 200 200 200 200 200 100 100 100 100 100 100 100 100 100 100 100 100 100 100 HSS6 HSS8 HSS10 HSS12 HSS16 HSS20 HSS24 HSS28 HSS32 HSS36 HSS40 HSS44 HSS48 HSS52 HSS56 HSS60 HSS64 HSS72 HSS80 HSS88 HSS96 HSS104 HSS128 HSS152 HSS188 HSS200 HSS212 HSS224 HSS236 HSS248 HSS312 $1.60 1.60 1.60 1.65 1.65 1.70 1.70 1.70 1.70 1.80 2.00 2.30 2.30 2.45 2.45 2.55 2.55 2.80 2.90 3.25 3.35 3.15 5.00 5.50 6.00 6.10 6.40 6.85 7.55 8.40 9.65 200 200 500 500 500 500 500 500 500 500 200 200 200 200 200 200 200 100 100 100 100 100 100 100 100 100 100 100 100 100 100 style MH style MAH • screw design: 1/4" slotted hex head • maximum recommended torque 15 in. lbs. • all clamps sold 10 per box Band Width Hose OD style MH Case Qty style MAH Case Qtyfrom to Part # Price/E Part # Price/E 5/16" 14/64" 28/64" 32/64" 36/64" 44/64" 60/64" 1-12/64" 40/64" 50/64" 58/64" 1-4/64" 1-16/64" 1-32/64" 1-48/64" MH4 MH6 MH8 MH10 MH12 MH16 MH20 $1.00 1.00 1.20 1.20 1.25 1.25 1.30 500 500 200 200 200 200 200 MAH4 MAH6 MAH8 MAH10 MAH12 MAH16 MAH20 $1.20 1.20 1.45 1.45 1.55 1.55 1.60 500 500 200 200 200 200 200 Style MH material: • band and housing: SAE 201/301 series stainless • screw: SAE 1018 case-hardened steel, zinc plated and chromate dipped Style MAH material: • band and housing: SAE 300 series stainless • screw: SAE 300 series stainless Miniature Worm Gear Clamps Torque ratings given on this page correspond to the torque rating of the screw of the clamp and are not an indication of the working pressure of any hose assembly installed with this clamp. page 13 thirteen Sani-21™: PVC Sewer Pipe SPECIFICATION DATA D3034 & F679 SEWER SPECIFICATION DATA Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell “water-tight” joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Physical Properties of ASTM D3034 & F679 Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D1784. Property ASTM Minimum Test Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength, D256 .65ft., lb./in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid-Wall Sewer PIpe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all dimensional, chemical, and physical requirements as outlined in ASTM D3034 orASTM F679. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321. Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni-Bell UNI-PUB 6, “and the manufacturer’s requirements.” Corporate Headquarters  1212 Johnstown Road  P.O. Box 1608  Grand Island, NE 68802-1608 S A N I TA R Y S E W E R P I P E F O R T H E 2 1 s t C E N T U R Y Pipe Stiffness Pipe Modulus SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 Standard laying lengths are 14 and 22 feet TM SANITARY SEWER PIPE FOR THE 21st CENTURY page 14 fourteen Sani-21™: PVC Sewer Pipe SPECIFICATION DATA S A N I TA R Y S E W E R P I P E F O R T H E 2 1 s t C E N T U R Y Standard laying lengths are 14 & 22 feet “Possession of this page does not constitute an offer of sale” Prices are subject to a firm policy of “Price in effect at time of shipment on regular purchases” D3034 & F679 SEWER SPECIFICATION DATA Nominal Pipe Size Inches Outside Diameter A Inches Bell Socket Diameter B Inches Socket Depth C Inches Insert Mark D Inches Wall Thickness SDR26/PS115 (t) Inches Wall Thickness SDR35/PS46 (t) Inches 4 4.215 5-1/4 4-5/8” 4“ 0.162 0.120 6 6.275 7-1/2 4-3/4” 4“ 0.241 0.180 8 8.400 9-7/8 6-1/8” 5“ 0.323 0.240 10 10.500 12-3/8 6-3/4” 6“ 0.404 0.300 12 12.500 14-5/8 7-1/4” 6“ 0.481 0.360 15 15.300 18 6-3/4” 6” 0.588 0.437 Strength Corporate Headquarters  1212 Johnstown Road  P.O. Box 1608  Grand Island, NE 68802-1608 D-3034 Pipe Dimensions F-679 Pipe Dimensions A B D C Reiber Joint Illustration Sani-21™ 18 18.701 21-3/4” 7-3/4” 7” 0.671 0.499 21 22.047 25-1/2” 7-3/4” 7” 0.791 0.588 24 24.803 28-3/4” 8-1/2” 7-1/4” 0.889 0.661 27 27.953 32-1/2” 8-1/2” 7-1/4” 1.002 0.745 30 ciod 32.000 37-1/4” 12” 10” 1.148 0.853 36 ciod 38.300 43-1/4” 12” 10” 1.373 1.021 42 ciod 44.500 53” 16” 13” 1.187 48 ciod 50.800 60” 16” 13” 1.355 Sani-21 is supplied in 14 foot and 22 foot laying lengths. TM SANITARY SEWER PIPE FOR THE 21st CENTURY SE W E R P I P E SE W E R P I P E VINYLTECH SEWER PIPE TECHNICAL DATA SUBMITTAL CONFORMANCE These specifications designate the re quire ments for manufacturing and installing Vinyltech PVC sewer pipe. ASTM D3034 - Stan dard Specification for Type PSM Poly (Vinyl Chlo ride) (PVC) Sewer Pipe and Fittings ASTM F679 - Standard Specification for Poly (Vi - nyl Chloride) (PVC) Large-Diameter Plastic Grav - i ty Sewer Pipe and Fittings ASTM D3212 - Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM F477 - Standard Specification for Elas to - mer ic Seals (Gaskets) for Joining Plastic Pipe ASTM D1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlo ri nat ed Poly (Vinyl Chloride) (CPVC) Com - pounds ASTM D2152 - Standard Test Method for Extruded Poly (Vinyl Chloride) (PVC) Pipe and Molded Fit tings by Acetone Immersion ASTM D2444 - Standard Test Method for Determination of the Impact Resistance of Ther - mo plas tic Pipe and Fittings by Means of Tup (Fall - ing Weight) ASTM D2321 - Standard Practice for Un der - ground Installation of Thermoplastic Pipe for Sewers and other Gravity-Flow Applications ASTM D2412 - Standard Test Method for Determination of External Loading Char ac ter is tics of Plas tic Pipe by Parallel-Plate Loading IAPMO (File No. 2128)- Uniform Plumbing Code (UPC) - Vinyltech sewer pipe is IAPMO listed for ASTM D3034 SDR 35 4-15 inch and SDR 26 4-12 inch. PIPE COMPOUND The pipe shall be extruded from compounds meeting the requirements of Cell Clas si fi ca tion 12454, as defined in ASTM D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. PIPE Vinyltech pipe shall be manufactured in ac cor - dance with ASTM D3034 and ASTM F679. GASKET JOINT The gasket shall be reinforced with a steel ring and meet the requirements of ASTM F477. Vinyltech pipe shall have an in te gral bell end with a locked-in factory installed gasket and shall meet the requirements of ASTM D3212. MARKING The pipe shall be marked in accordance with ASTM D3034 and F679. QUALITY CONTROL Requirements for manufacturing and testing are conducted in strict accordance with ASTM specifications and are outlined in ASTM D3034 and F679. INSTALLATION Recommended installation procedures of Vinyltech Corporation are outlined in ASTM D2321, Underground Installation of Flexible Ther mo plas tic Sewer Pipe. ASSEMBLING THE PIPE Assembling of PVC Sewer Pipe is eas i ly ac - com plished by hand or by using a bar and block. A depth of entry mark serves as a visual check for rap id, ac cu rate joint inspection. Do not over in sert. 1) Remove any mud, sand, or other for eign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. 2) With a clean applicator (a brush or hand) lubricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. 3) Brace the bell to avoid disturbing the al - ready installed joints. Align the pipe, insert the spig ot into the bell and push. 4) Do not insert past the entry mark line. 201 S. 61st Avenue • Phoenix, AZ 85043 602 233-0071 • 602 272-4847 Fax • www.vtpipe.com Effective 03/14 SE W E R P I P E SE W E R P I P E GRAVITY SEWER MAIN TECHNICAL DATA SUBMITTAL 201 S. 61st Avenue • Phoenix, AZ 85043 602 233-0071 • 602 272-4847 Fax • www.vtpipe.com NOMINAL SIZE OUTER MINIMUM 14’ LENGTh 20’ LENGTh (IN) (mm) DIAMETER (IN) WALL WEIGhT (LB/100’) WEIGhT (LB/100’) 4 (100) 4.215 0.120 105.7 104.2 6 (150) 6.275 0.180 232.6 229.0 8 (200) 8.400 0.240 417.8 410.3 10 (250) 10.500 0.300 657.4 643.9 12 (300) 12.500 0.360 944.1 922.7 15 (375) 15.300 0.437 1390.0 1361.0 ASTM D3034 SDR 35/PS 46 PVC SEWER PIPE NOMINAL SIZE OUTER MINIMUM 14’ LENGTh (IN) (mm) DIAMETER (IN) WALL WEIGhT (LB/100’) 4 (100) 4.215 0.162 150.0 6 (150) 6.275 0.241 320.0 8 (200) 8.400 0.323 580.0 10 (250) 10.500 0.404 900.0 12 (300) 12.500 0.481 1300.0 15 (375) 15.300 0.588 2000.0 ASTM D3034 SDR 26/PS 115 PVC SEWER PIPE NOMINAL SIZE OUTER MINIMUM 14’ LENGTh (IN) (mm) DIAMETER (IN) WALL LB/100’ 18 (475) 18.701 0.499 2115.0 21 (560) 22.047 0.588 2962.0 24 (630) 24.803 0.661 3740.0 ASTM F679 PS 46 PVC SEWER PIPE NOMINAL SIZE OUTER MINIMUM 14’ LENGTh (IN) (mm) DIAMETER (IN) WALL LB/100’ 18 (475) 18.701 0.671 2790.0 21 (560) 22.047 0.791 3940.0 24 (630) 24.803 0.889 4980.0 ASTM F679 PS 115 PVC SEWER PIPE * * * * *Northern Pipe Products Rev: 06/2009 Product Description: ASTM D3034 Gasketed Gravity Sewer Pipe North American Pipe's ASTM D3034 Gravity Sewer PVC product line is manufactured to meet the needs of modern municipal waste water systems, residential waste water control and other non- pressure applications. With top quality raw materials and modern processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”. This product is made in accordance with the following specifications: ASTM D3034 ASTM D1784 ASTM F477 ASTM D3212 Short Form Specification for North American Pipe Corporation ASTM D3034 Gasketed Gravity Sewer Pipe PVC gravity sewer pipe shall be made from a compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness value of 46 or SDR26 with a pipe stiffness of 115 for heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The pipe shall be provided in lengths of 14 feet or 20 feet as required. Rev: 06/2009 ASTM D3034 Gasketed Gravity Sewer Pipe NOMINAL PIPE SIZE OUTSIDE DIA. – NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 4” 4.215 5.25 3.75 3.13 6” 6.275 7.50 4.63 4.00 8” 8.400 10.00 5.25 4.13 10” 10.500 12.25 5.88 5.13 12” 12.500 14.25 6.50 5.38 15” 15.300 17.25 7.75 7.38 NOMINAL PIPE SIZE SDR 35 (T) SDR 26 (T) SDR 23.5 (T) 4” .120 .162 .178 6” .180 .241 .265 8” .240 .323 10” .300 .404 12” .360 .481 15” .437 .588 Note: These dimensions are for estimating purposes only * Dimension given for Approx. Bell Diameter (BD) is for highest pressure class ** Nominal depth, depth will vary by pressure class PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — SUBMITTAL AND DATA SHEET GRAVITY SEWER Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1 | P a g e 811 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” (100mm) through 12” (300mm) diameter. Fabricated Fittings are produced in sizes 4” (100mm) 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 ½% of base ID as shown in table X1.1 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 ¼” per foot (20.8mm/meter) for 4” (100mm) 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 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 2 | P a g e 811 anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 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” (100mm) 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. Summary: 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. Intro: 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” (100mm) through 12” (300mm) diameter. Fabricated fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. Material: 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 D1784. 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 6” – 8” 210 Ft-Lbs 10” – 36” 220 Ft-Lbs (100mm – 125mm 203 J) (150mm – 200mm 284 J) (250mm – 973mm 299 J) Impact Resistance: Injection molded fittings 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” 50 Ft-Lbs 6” – 8” 75 Ft-Lbs 10” – 12” 90 Ft-Lbs (100mm 68 J) (150mm – 200mm 102 J) (250mm – 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 3 | P a g e 811 Pipe Flattening: 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 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. Saddles: 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. Threads: Threads shall be American National Standard Taper Pipe Threads (ANSI B1.20.1) which shall be gauged in accordance with ASTM Method D-2122. ASTM F758: Highway Underdrain Pipe North American Pipe's Solvent Weld ASTM F758 Highway Underdrain PVC product line is manufactured to meet the needs of highway and airport underdrain. With top quality raw materials and modern processing technology, North American Pipe's Solvent Weld ASTM F758 Highway Underdrain pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s Solvent Weld ASTM F758 pipe utilizes deep socket bells throughout the entire product offering. North American Pipe produces Highway Underdrain pipe in perforated configurations. Whether specifying or installing our pipe, you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”. Pipe Standard: ASTM F758 Pipe Compound: ASTM D1784 Cell Class 12454 End Type: Belled Applications: Highway & Airport Underdrain Color: Green Lay Length: 10’ Installation: North American Pipe’s Installation Guide for Solvent Welded PVC Pipe Short Form Specification ASTM F758 Highway Underdrain Pipe Rev:04/2013 ASTM F758: Highway Underdrain Pipe PIPE SIZE OUTSIDE DIA. – NOM. (OD) **APPROX. BELL DEPTH (C) MINIMUM WALL THICKNESS (T) 4” 4.22 4.00 .120 6” 6.28 5.00 .180 8” 8.40 6.00 .240 4”, 6” & 8” perforated pipe is supplied with 4 rows of 1/4” to 3/8” diameter holes every 3 inches. Perforated pipe shall be perforated in accordance to ASTM F-758. Note: These dimensions are for estimating purposes only Rev: 04/2013 PVC-DS PIPE - ASTM D-2729 & PVC-SEWER PIPE - ASTM D-3034 ® CNWPVC-6 AUGUST, 2006 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PALLETS PART PART MIN. PER PER PER NO. NO. PVC-DS SIZE O.D. WALL 100' PALLET T.L. SOLID PERF. ASTM D-2729 SOLID & PERFORATED FURNISHED IN 10' LENGTHS BELLED END. PERFORATIONS ARE 2 ROWS OF ½" HOLES ON 5" CENTERS 120° APART. WEIGHT FEET PALLETS MIN. PER PER PER PART SOLVENT WELD SIZE O.D. WALL 100' PALLET T.L. LGTH. NO. SDR-35 SEWER PIPE 900 24 10' 53115 ASTM D-3034 1200 16 20 53118 350 24 10 53180 700 12 20 53183 SOLVENT WELD SDR-35 SEWER PIPE ASTM D-3034 PERFORATED 109.84 1260 18 14' 53726 GASKET JOINT 108.84 1200 16 20 53735 PSM SEWER PIPE 245.85 490 18 14 53786 SDR-35 243.62 700 12 20 53795 ASTM D-3034 441.75 280 18 14 53806 436.81 400 12 20 53815 14' & 20' LAYING LENGTHS. INSERTION DEPTH RING IS MARKED ON THE BEVELED SPIGOT END OF PIPE. GASKETS ARE REINFORCE RUBBER RING AND PERMANENTLY INSTALLED IN AN INTEGRAL BELL. MADE OF COMPOUNDS CONFORMING TO ASTM D-1784 WITH CELL CLASSIFICAION OF 12454-B. REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. 8 8.400 .240 4" 4.215 .120 6 6.275 .180 350 24 10 531956 6.275 .180 238.4 900 24 10' 531204" 4.215 .120 106.51 6 6.275 .180 238.4 4" 4.215 .120 106.51 350 24 52155 522606 6.275 .100 134.15 900 24 52115 52210 4 4.215 .075 67.45 1000 32 52075 521803" 3.250 .070 48.22 CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD · EVANSVILLE, IN 47715 · TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD · CHEHALIS, WA 98532 · TELEPHONE (360) 740-0708 www.cresline.com CO–8030 C.I.CAST IRON APPROXIMATE WEIGHT 67 lb LID 20 lb BODY 47 lb 1 1/2” RISER—10 Ib 2” RISER—13 Ib NOTE: FINISH—BLACK BITUMINOUS PAINT “SEWER” LID AVAILABLE 860 4TH AVE. • P.O. BOX 669 • GRAND JCT, CO 81502 • 970.243.2032 • FAX 970.242.4962 CLEAN OUT 17"9" 10 5/8" SECTION A–A CO8030 RR 11/2 CO8030 RR2RISER 8 "8" 1 " A A CO8030CI 10 5/8" 1 1/2" 2" 1" 1"10 5/8" 10 5/8" 10 5/8" 7 - 20 4.8 Rev. 9-09 ❏ Outlet tapped with either AWWA taper (C.C.) or AWWA I.P. thread (F.I.P.T.) ❏ For use on A-C pipe, cast iron or ductile iron pipe and cast iron O.D. ❏ 200 psig (1379 kPa) maximum working pressure ❏ Available in double strap designs ❏ Brass body ❏ Flattened silicon bronze straps ❏ Rolled strap threads ❏ O-ring sealed outlet ❏ 3/4" thru 2" tap sizes (5/8" some styles) ❏ Meets all applicable parts of ANSI/AWWA C800 ❏ NSF 61 Certified MUELLER® BR2B SERIES BRONZE SERVICE SADDLES - DOUBLE STRAP MUELLER® Service Saddles for use on A-C, cast iron, ductile iron BR 2 B Series MUELLER® Service Saddles with Bronze Double Straps TO ORDER SPECIFY QUANTITY, OUTLET TAPPING SIZE AND CATALOG NUMBER *A-C pipe, classes 150-200 per ASTM C295 and AWWA C400 – actual O.D. of pipe being used must fall within the pipe O.D. range listed in the preceding charts. Centrifugally cast pipe, classes 50-250 per ANSI/AWWA C102/A21.2; ANSI/AWWA C106/A21.6; ANSI/AWWA C108/A21.8, and Federal specification WW-P-421. Ductile iron pipe, classes 50-56 per ANSI/AWWA C151/A21.51; Cast iron O.D. PVC plastic pipe per AWWA C900. ** The outside diameter of A-C pipe varies from manufacturer to manufacturer., to make certain you select the proper clamp: 1) Determine the O.D. of the pipe at the point of saddle installation; 2) From the pipe O.D. range column of the above chart, choose a saddle that has a pipe O.D. range that includes the determined pipe diameter. ***CC=AWWA Taper; IP=AWWA IP thread (F.I.P.T) †The 5/8" tap is available in CC thread only for a Stainless Steel strap saddle. Pipe O.D. Range*Kind and Size of Pipe Bronze Double Straps Inch mm A-C Cast or Ductile Iron Tap*** Thread Base Catalog Number Size of Tapping (add to "Base" to complete catalog number) 5/8"3/4"1"1-1/4"1-1/2"2" 4.74-5.32 121.0-135.0 ** 4" CC or IP BR2B0474 062†075 100 --- 4.74-5.10 121.0-129.4 4" CC or IP BR2B0474 ---125 150 200 5.10-5.60 129.4-142.2 4" CC or IP BR2B0510 ---125 150 200 6.84-7.45 174.0-189.0 6" CC or IP BR2B0684 062†075 100 125 150 200 8.99-9.67 229.0-245.0 8" CC or IP BR2B0899 062†075 100 125 150 200 11.04-12.12 281.0-307.0 10" CC or IP BR2B1104 062†075 100 125 150 200 13.14-14.58 334.0-370.0 12" CC or IP BR2B1314 062†075 100 125 150 200 15.22-16.88 386.6-428.7 14" CC or IP BR2B1522 -075 100 -150 200 17.32-19.19 439.9-487.4 16" CC or IP BR2B1732 -075 100 -150 200 18.00-19.50 457.2-495.3 18" CC or IP BR2B1800 -075 100 125 150 200 20.00-24.30 508.0-624.8 20" CC or IP BR2B2000 -075 100 125 150 200 24.00-25.80 609.6-655.3 24" CC or IP BR2B2400 -075 100 125 150 200 These machines may be used with the service saddles illustrated on this page Machine Service Saddle Tap Size 5/8"3/4"1"1-1/4"1-1/2"2" E-5™X X X -X X D-5™-X X X X X TRU-CUT™-X X --- MEGA-CUT™X X X --X PL-2™-X X --- WARNING: Use on A-C pipe, which contains a known carcinogen, requires appropriate protective equipment and procedures be employed.   Sub   A.Y. M chang   bmitted by     • Manuf • Brass c • PTFE c • Rated  • Blow o • End pi • Made i McDonald conside ge without notice SUBM Ball Styl AW :  factured in c component coated bras for 300 PSI out proof EP iece joint se in the Unite  ers the informatio e.  ITTAL  e Corpora WWA/CC x Q  compliance  s conform t s ball rotate G water pre PDM port se aled with an ed States of A A.Y. McDona P.O. Box 508 Dubuque, IA   on on this assemb  DATA  ation Stop  CTS Compres SUBMIT with ANSI/ to ASTM B62 es 360   essure   eals  n EPDM o‐r America    ald Mfg. Co.  8  A 52004‐508  bly drawing corre  SHEET – 4701BQ sion    TAL INFOR /AWWA C80 2 and ASTM ring and thr   Toll Free: Fax: 1‐800 Hours: 7:0   ect when publish T  Q  RMATION  00 (latest re M B584, UNS ead locker 1‐800‐292‐27 0‐832‐9296  00 a.m. – 5:00  ed. Item and opti evision)  S C83600 ‐8 737  p.m., CST    sa w on availability, in   85‐5‐5‐5 (lat ales@aymcdo www.aymcdon ncluding specifica 0 test revision nald.com  nald.com  ations, are subject   05‐11  n)  t to    Sub A.Y. M chang   bmitted by     • Manuf • Brass c • Large w • Made i McDonald conside ge without notice SUBM S :  factured in c component wrench flat in the Unite  ers the informatio e.  ITTAL  ervice Fitt Q CTS Compr compliance  s conform t ts provided  ed States of A A.Y. McDona P.O. Box 508 Dubuque, IA   on on this assemb  DATA  ting – 475 ression x MNP SUBMIT with ANSI/ to ASTM B62 for proper i America    ald Mfg. Co.  8  A 52004‐508  bly drawing corre  SHEET 3Q  PT    TAL INFOR /AWWA C80 2 and ASTM installation   Toll Free: Fax: 1‐800 Hours: 7:0   ect when publish T  RMATION  00 (latest re M B584, UNS 1‐800‐292‐27 0‐832‐9296  00 a.m. – 5:00  ed. Item and opti evision)  S C83600 ‐8 737  p.m., CST    sa w on availability, in 85‐5‐5‐5 (lat ales@aymcdo www.aymcdon ncluding specifica   0 test revision nald.com  nald.com  ations, are subject   05‐11    n)  t to  4/03 SUBMITTAL DATA 4754Q SERVICE FITTINGS & COUPLINGS A.Y. McDONALD MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 52004-0508 800-292-2737 • FAX 800-832-9296 • sales@aymcdonald.com • www.aymcdonald.com SUBMITTED BY: ■ All cast brass conforms to AWWA Standard C800-01 (ASTM B-62, UNS C83600 – 85-5-5-5). ■ Body design provides large hexagonal or octagonal wrench flats for proper installation. ■ Compression type bodies include internal pipe stop. ■ Compression assemblies include one or more of the following: BUNA-N or EPDM rubber sealing gasket, imbedded electrical conduction spring, stainless steel gripping ring or stainless steel set screw. ■ Designed for use with potable water. ■ Materials meet or exceed A.W.W.A. standard C-800-01. A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEM- BLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT IN- FORMATION IS CURRENT. THIS PRINT IS THE PROPERTY OF A.Y. MCDONALD MFG. CO., DUBUQUE, IOWA AND IS LOANED SUBJECT TO RETURN UPON DEMAND. IT IS ISSUED WITH THE EXPRESSED AGREEMENT THAT IT WILL NOT BE ISSUED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO OUR INTERESTS. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING AGREEMENT. B - FLATS C - HEX OR OCT D - McQUIK CTS SIZE E - FIP THREAD A B C D ESIZE 3/44754Q4182-016 PART NO.MODEL 4182-008 4182-063 4182-077 4182-124 4182-108 4182-087 3/4 X 1 1 1 X 1 1/4 1 1/4 1 1/2 2 A 1.27 1.31 HEX OCT OCT OCT OCT OCT OCT 1.64 1.52 1.40 1.54 1.75 1.88 2.17 2.00 2.00 2.31 2.04 2.81 3/4 3/4 3/4 1 1 1 1 1 1/4 1 1/41 1/4 1 1/2 1 1/2 22 4754Q 4754Q 4754Q 4754Q 4754Q 4754Q Rev. 9-09 7.28 TO ORDER BOXES SPECIFY EXTENDED LENGTH, SIZE OF MINNEAPOLIS THREAD AND CATALOG NUMBER CURB BOXES - EXTENSION TYPE WITH MINNEAPOLIS PATTERN BASE Extension type curb box with Minneapolis pattern base - for 1/2" through 2" curb valves The base is tapped to attach to the threaded top of the Minneapolis pattern curb valves. This arrangement helps to prevent frost heave from separating the box from the valve, and excludes dirt and debris. The box is cast iron and is furnished with a cast iron lid and pentagon plug (the H-10312 is furnished with a one piece lid that requires a spanner wrench to remove –wrench ordered separately). The upper part of the box is spring loaded and telescopes into the base to allow for grade adjustments within the range given in the dimension charts. Stationary rods, shut-off rods, and pentagon keys are optional and are ordered separately. 3/4" H-10300 1-1/4" 1-1/2" H-10302 1-1/2" 2-1/2" (1-1/2" bushing) H-10312** 1" 1-1/2" H-10332** 1" 1-1/2" H-10300-99008 1-1/4" 2" (1-1/2" bushing) H-10302-99004 1-1/2" 2" (1-1/2" bushing) 1" H-10300 1-1/4" 1-1/2" H-10302 1-1/2" 2-1/2" (1-1/2" bushing) H-10312** 1" 1-1/2" H-10332** 1" 1-1/2" H-10300-99008 1-1/4" 2" (1-1/2" bushing) H-10302-99004 1-1/2" 2" (1-1/2" bushing) 1-1/2" H-10300-99002 1-1/4" 2" H-10302-99005 1-1/2" 2" H-10302-99007 1-1/2" 2-1/2 (2" bushing) H-10312-99000 1" 2" H-10332-99000 1" 2" 2" H-10300-99002 1-1/4" 2" H-10302-99005 1-1/2" 2" H-10302-99007 1-1/2" 2-1/2 (2" bushing) H-10312-99000 1" 2" H-10332-99000 1" 2" MARK II® 3/4" H-10300 1-1/4" 1-1/2" H-10302 1-1/2" 2-1/2" (1-1/2" bushing) H-10312** 1" 1-1/2" H-10332** 1" 1-1/2" H-10300-99008 1-1/4" 2" (1-1/2" bushing) H-10302-99004 1-1/2" 2" (1-1/2" bushing) 1" H-10300-99002 1-1/4" 2" H-10302-99005 1-1/2" 2" H-10312-99000 1" 2" H-10332-99000 1" 2" 1-1/4" H-10302-99006 1-1/2" 2-1/2" H-10304 2" 2-1/2" H-10388 1-1/4" 2-1/2" 1-1/2" H-10304-99000 2" 3" H-10304-99007 2" 3-1/2" (3" bushing) 2" H-10304-99002 2" 3-1/2" ORISEAL® 3/4" H-10300-99002 1-1/4" 2" H-10302-99005 1-1/2" 2" H-10312-99000 1" 2" 1" H-10332-99000 1" 2" H-10302-99006 1-1/2" 2-1/2" H-10304 2" 2-1/2" H-10388 1-1/4" 2-1/2" Curb Valve & Size Box CatalogNumber Box Selection InsideDiameter Base Tapping 300™ Ball ** The H-10312 and H-10332 are the same except that the H-10312 has a one piece lid and the H-10332 has a combination lid and pentagon plug. SUBMITTAL DATA MODEL 6000 - STOP & DRAIN BALL VALVE A.Y. McDONALD MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 52004-0508 800-292-2737 • FAX 800-832-9296 • sales@aymcdonald.com • www.aymcdonald.com ■ All cast brass conforms to AWWA Standard C800 (ASTM B-62, UNS C83600 – 85-5-5-5). ■ Valves are directional (Flow direction arrows cast on valve). ■ Body design includes heavy wrench flats for ease of installation. ■ Maximum 150 PSIG water working pressure. ■ Enclosed and protected cast brass stops allow 90˚ open to closed and closed to open motion. ■ Threads conform to current AWWA C800 standard. A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEMBLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. 7/06 PREPARED FOR: SUBMITTED BY: DATE:(Spec-BallValve-Stop/Drain4131-246) ■ One piece, solid brass (blowout proof) cap and stem with two EPDM rubber o-ring seals and hole for operating key. ■ Teflon port seals and EPDM drain hole seal. ■ Brass ball with hard chrome plating. ■ Designed for use with above or below ground potable water. For valves with attached stainless steel handle, add "H" to model number (6000H 3/4). For valves with attached brass handle add "HB" to model number (6000HB 3/4). ��������������������� ���� ������������� � ���������������� ����� ��� ����� ����������� ����� �� �������� �������� ���� ���� ����� ��� ���������� � � ������ �������� �������� ���������� ����������������� �������������� ����������������������� ��������� ������������������������������������������ SUBMITTAL DATA SHEET NL Large Size Meter Setter FNPT x FNPT Submitted by: • Manufactured in compliance with ANSI/AWWA C800 (latest revision) • Brass components in contact with potable water conform to ASTM B584, UNS C89833 (latest revision) and identified with “NL” • Certified to NSF/ANSI 372 • Brass components not in contact with potable water conform to ASTM B62 and ASTM B584, UNS C83600 -85-5-5-5 (latest revision) • Copper tubing made in compliance with ASTM B88, UNS C12200 (latest revision) • Lead free solder joints • Designed to provide proper meter spacing for ease of installation • Padlock wings standard on all valves • Made in North America A.Y. McDonald Mfg. CO. P.O. Box 508 Dubuque, IA 52004 A.Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, includ change without notice. SUBMITTAL DATA SHEET Meter Setter – 720B618WWFF 665 FNPT x FNPT SUBMITTAL INFORMATION Manufactured in compliance with ANSI/AWWA C800 (latest revision) Brass components in contact with potable water conform to ASTM B584, UNS C89833 (latest and identified with “NL” Brass components not in contact with potable water conform to ASTM B62 and ASTM B584, UNS 5 (latest revision) Copper tubing made in compliance with ASTM B88, UNS C12200 (latest revision) Designed to provide proper meter spacing for ease of installation Padlock wings standard on all valves A.Y. McDonald Mfg. CO. P.O. Box 508 Dubuque, IA 52004-508 Toll Free: 1-800-292-2737 Fax: 1-800-832-9296 Hours: 7:00 a.m. – 5:00 p.m., CST sales@aymcdonald.com www.aymcdonald.com A.Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, includ 03-14 Brass components in contact with potable water conform to ASTM B584, UNS C89833 (latest Brass components not in contact with potable water conform to ASTM B62 and ASTM B584, UNS Copper tubing made in compliance with ASTM B88, UNS C12200 (latest revision) sales@aymcdonald.com www.aymcdonald.com A.Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, including specifications, are subject to ADS, Inc. Drainage Handbook Specifications ♦ 1-1 © ADS, Inc., February 2010 ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service tubing shall meet the requirements of ASTM D2737, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. Material Properties Tubing material shall be high-density polyethylene conforming with the minimum requirements of cell classification 345464E as defined and described in ASTM D3350. The resin shall have a material designation code of PE3608 (formerly PE3408) by the Plastic Pipe Institute. Disinfection/Maintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible tubing/pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. Tubing Properties 3/4" 1" 1 1/4” 1 1/2" 2" 0.875 ±0.004 1.125 ±0.005 1.375 ±0.005 1.625 ±0.006 2.125 ±0.006 Outside Diameter, in (mm) (22.2 ±0.10) (28.6 ±0.13) (34.9 ±0.13) (41.3 ±0.15) (54.0 ±0.51) 0.097 +0.010 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 Wall Thickness, in (mm) (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) 200 200 200 200 200 Pressure Rating @ 730F, psi (kPa) (1379) (1379) (1379) (1379) (1379) 46 ±2 78 ±3 125 ±4 162 ±4 275 ±5 SD R 9 Weight, gm/ft (gm/m) (151 ±7) (256 ±10) (410 ±13) (531 ±13) (902 ±16) TYPE L OXY, MED, OXY/MED, OXY/ACR, ACR/MED 1. There are many other copper and copper alloy tubes and pipes available for specialized applications. For information on these products, contact the Copper Development Association Inc. 2.Individual manufacturers may have commercially available lengths in addition to those shown in this table. 3.Tube made to other ASTM standards is also intended for plumbing applications, although ASTM B 88 is by far the most widely used. ASTM Standard Classification B 698 lists six plumbing tube standards including B 88. 4.Available as special order only. TABLE 1. Copper Tube: Types, Standards, Applications, Tempers, Lengths Tube Type Color Code Standard Application1 Commercially Available Lengths2 Nominal or Standard Sizes Drawn Annealed STRAIGHT LENGTHS: 1/4-inch to 8-inch 20 ft 20 ft 10-inch 18 ft 18 ft 12-inch 12 ft 12 ft COILS: 1/4-inch to 1-inch — 60 ft —100 ft 11/4 inch and 11/2-inch —60 ft 2-inch — 40 ft —45 ft STRAIGHT LENGTHS: 1/4-inch to 10-inch 20 ft 20 ft 12-inch 18 ft 18 ft COILS: 1/4-inch to 1-inch — 60 ft —100 ft 11/4 inch and 11/2-inch —60 ft 2-inch — 40 ft —45 ft STRAIGHT LENGTHS: 3/8-inch to 41/8-inch 20 ft 4 COILS: 1/8-inch to 15/8-inch —50 ft STRAIGHT LENGTHS: 1/4-inch to 12-inch 20 ft N/A STRAIGHT LENGTHS: 1/4-inch to 8-inch 20 ft N/A STRAIGHT LENGTHS: 11/4-inch to 8-inch 20 ft N/A TYPE K Green ASTM B 883 Domestic Water Service and Distribution, Fire Protection, Solar, Fuel/Fuel Oil, HVAC, Snow Melting, Compressed Air, Natural Gas, Liquified Petroleum (LP) Gas, Vacuum Blue ASTM B 88 Domestic Water Service and Distribution, Fire Protection, Solar, Fuel/Fuel Oil, Natural Gas, Liquified Petroleum (LP) Gas, HVAC, Snow Melting, Compressed Air, Vacuum TYPE M Red ASTM B 88 Domestic Water Service and Distribution, Fire Protection, Solar, Fuel/Fuel Oil, HVAC, Snow Melting, Vacuum DWV Yellow ASTM B 306 Drain, Waste, Vent, HVAC, Solar ACR Blue ASTM B 280 Air Conditioning, Refrigeration, Natural Gas, Liquified Petroleum (LP) Gas, Compressed Air (K)Green (L)Blue ASTM B 819 Medical Gas Compressed Medical Air, Vacuum 20 TABLE 2a.Dimensions and Physical Characteristics of Copper Tube: TYPE K TABLE 2b.Dimensions and Physical Characteristics of Copper Tube: TYPE L Nominal or Standard Size, inches Outside Diameter Inside Diameter Cu ft Gal Wall Thickness Contents of Tube per linear ftCross Sectional Area of Bore, sq inches Weight of Tube Only, pounds per linear ft Weight of Tube & Water, pounds per linear ft Nominal Dimensions, inches Calculated Values (based on nominal dimensions) 1/4 .375 .305 .035 .073 .145 .177 .00051 .00379 3/8 .500 .402 .049 .127 .269 .324 .00088 .00660 1/2 .625 .527 .049 .218 .344 .438 .00151 .0113 5/8 .750 .652 .049 .334 .418 .562 .00232 .0174 3/4 .875 .745 .065 .436 .641 .829 .00303 .0227 1 1.125 .995 .065 .778 .839 1.18 .00540 .0404 11/4 1.375 1.245 .065 1.22 1.04 1.57 .00847 .0634 11/2 1.625 1.481 .072 1.72 1.36 2.10 .0119 .0894 2 2.125 1.959 .083 3.01 2.06 3.36 .0209 .156 21/2 2.625 2.435 .095 4.66 2.93 4.94 .0324 .242 3 3.125 2.907 .109 6.64 4.00 6.87 .0461 .345 31/2 3.625 3.385 .120 9.00 5.12 9.01 .0625 .468 4 4.125 3.857 .134 11.7 6.51 11.6 .0813 .608 5 5.125 4.805 .160 18.1 9.67 17.5 .126 .940 6 6.125 5.741 .192 25.9 13.9 25.1 .180 1.35 8 8.125 7.583 .271 45.2 25.9 45.4 .314 2.35 10 10.125 9.449 .338 70.1 40.3 70.6 .487 3.64 12 12.125 11.315 .405 101 57.8 101 .701 5.25 Nominal or Standard Size, inches Outside Diameter Inside Diameter Cu ft Gal Wall Thickness Contents of Tube per linear ftCross Sectional Area of Bore, sq inches Weight of Tube Only, pounds per linear ft Weight of Tube & Water, pounds per linear ft Nominal Dimensions, inches Calculated Values (based on nominal dimensions) 1/4 .375 .315 .030 .078 .126 .160 .00054 .00405 3/8 .500 .430 .035 .145 .198 .261 .00101 .00753 1/2 .625 .545 .040 .233 .285 .386 .00162 .0121 5/8 .750 .666 .042 .348 .362 .506 .00232 .0174 3/4 .875 .785 .045 .484 .455 .664 .00336 .0251 1 1.125 1.025 .050 .825 .655 1.01 .00573 .0429 11/4 1.375 1.265 .055 1.26 .884 1.43 .00875 .0655 11/2 1.625 1.505 .060 1.78 1.14 1.91 .0124 .0925 2 2.125 1.985 .070 3.09 1.75 3.09 .0215 .161 21/2 2.625 2.465 .080 4.77 2.48 4.54 .0331 .248 3 3.125 2.945 .090 6.81 3.33 6.27 .0473 .354 31/2 3.625 3.425 .100 9.21 4.29 8.27 .0640 .478 4 4.125 3.905 .110 12.0 5.38 10.1 .0764 .571 5 5.125 4.875 .125 18.7 7.61 15.7 .130 .971 6 6.125 5.845 .140 26.8 10.2 21.8 .186 1.39 8 8.125 7.725 .200 46.9 19.3 39.6 .326 2.44 10 10.125 9.625 .250 72.8 30.1 61.6 .506 3.78 12 12.125 11.565 .280 105 40.4 85.8 .729 5.45 21 FEATURES • Made from cast iron per ASTM A48, Class 25 • Lockless lid is available. Add "-LL" to the end of catalog number • Finish is black E-coating IRON YOKEBOX LOCKING LID The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 12/01/09 Yokebox Lid - (YL style) SUBMITTAL INFORMATION 8-7/8" 5-3/8" Iron Locking Lid 6-1/2" 10" APPROX. WT. LBS. CATALOG NUMBER ✓ SUBMITTED ITEMS 5 YL FEATURES • Made from cast iron per ASTM A48, Class 25 • Finish is black E-coating. SHALLOW TYPE UPPER CASTING The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 04/13/07 Yokebox Upper Section - (YUC-7 style) SUBMITTAL INFORMATION APPROX. WT. LBS. CATALOG NUMBER ✓ SUBMITTED ITEM(S) 16 YUC-7 13-1/4" 5-5/8" x 9-1/8" Opening7"7-1/8" 10-5/8" For customer service, please send your fax to: 1-800-726-1998 or call 1-800-726-1994. 9 NDS STANDARD SERIES VALVE BOXES Note: All dimensions are nominal. All weights are for shipping purposes only. Availability is subject to change. RESIDENTIAL/COMMERCIAL GRADE Standard Series Valve Boxes by NDS NDS valve, meter and access boxes are offered in a wide range of sizes from the 6-inch round valve box to the 17"x30" rectangularbox. They are available with black, green, purple, gray and sand covers with designations including irrigation control valve, water,sewer, electric, reclaimed water, cable TV, telephone and others.• Covers are identified with ICV (Irrigation Control Valve) designation, unless otherwise specified• Overlapping covers prevent dirt and grass from settling between body and cover• The bayonet twist-on cover ensures easy removal on 7 inch and 10 inch round covers• 6" Snap cover and body available• The 10-inch round and all rectangular boxes include a brass insert, so bolts may be easily added for lock down• UV inhibitors prevent discoloration and deterioration; such as cracking or blistering• Standard cover color and designations: ICV – Green, Water – Black, Sewer – Green, CATV – Black,Reclaimed – Purple, Telephone – Black, Electric – Gray• Stainless steel nut on boxes for bolt down capability NDS Standard Series 6” Round Valve Boxes Specifications:The NDS STANDARD SERIES 6" round valve boxes and covers are injection molded of structural foam polyolefin material with a melt index between 10-12. Coloring and UV stabilizers are added, along with processing lubricants when needed. The 6" round body shall be tapered and have a minimum wall thickness of .200". The body shall have a double wall at the top cover seat area with a minimum thickness of .130". The bottom of the body shall have a .250" flange. The 6" round cover shall have an average thickness of .187". Part Color Pallet Weight Product Number Description - Marking (Box/Cover) Qty Ea Class Box & Cover 107BC 6" Round Box, Round Overlapping Cover - ICV Black/Green 250 1.50 20ND 107BCH 6" Round Snap-in Valve Box, Round Snap-in Black/Green 250 1.50 20ND Overlapping Cover - ICV 107BCW 6" Round Box, Overlapping Solid Plastic Cover - Black/Black 250 1.50 20NM Water Meter 107BC SAND 6" Round Box, Round Overlapping Cover - ICV Sand/Sand 250 1.50 20ND 107EBC 6" Round Emitter Box, Round Overlapping Cover - Black/Green 250 1.50 20ND Emitter Box 107BCR 6" Round Box, Round Overlapping Cover - Black/Purple 250 1.50 20ND Reclaimed Water 107PBCR 6" Round Box, Overlapping Cover - Reclaimed Water Purple/Purple 250 1.50 20ND 107EBCR 6" Round Emitter Box, Round Overlapping Cover - Black/Purple 250 1.50 20ND Emitter Box 107BCS 6" Round Box, Overlapping Cover - Sewer Black/Green 250 1.50 20NM Cover Only 107C 6" Round Overlapping Cover - ICV Green 800 0.40 20ND 107C SAND 6" Round Overlapping Cover - ICV Sand 800 0.40 20ND 107CH 6" Round Snap-in Overlapping Cover - ICV Green 1200 0.40 20ND 107CS 6" Round Overlapping Cover - Sewer Green 800 0.40 20NM 107CR 6" Round Overlapping Cover - Reclaimed Water Purple 800 0.40 20ND 107CW 6" Round Overlapping Cover - Water Green 800 0.40 20NM Box Only 107B 6" Round Box Black 250 1.10 20ND 107PB 6" Round Box Purple 250 1.10 20ND 107B SAND 6" Round Box Sand 250 1.10 20ND 106B 6" Round Snap-in Valve Box Black 250 1.10 20ND 107EB 6" Round Emitter Box Black 250 1.10 20ND 8 - 3/8" 6 - 1/2" 8 - 3/8" 7 - 5/8" 8 - 3/8" 6 - 1/2" 8 - 3/8" 7 - 5/8" 5 - 3/4" 6 - 1/2 " 1" 2 - 3/4" x 2 - 3/8" Pipe Slot Copperhead High Strength Tracer Wire Part# (1230*-HS-**) *= Color- B=Blue, G=Green, Y=Yellow, P=Purple, R-Red, B=Black, N=Orange **=Spool Size- 500’, 1000’, 2500’ Tracer wire shall be a #12 AWG HS-CCS high-strength copper clad steel conductor (HS-CCS), insulated with a 30 mil, high-density, high molecular weight polyethylene (HDPE) insulation, and rated for direct burial use at 30 volts. HS-CCS conductor must be a 21% conductivity for locating purposes, Break load 380# minimum. HDPE insulation shall be RoHS compliant and utilize virgin grade material. Insulation color shall meet the APWA color code standard for identification of buried utilities. Tracer wire shall be Copperhead™ HS-CCS HDPE 30 mil insulation or pre-approved equal and made in the USA. PO Box 1081 Monticello, MN 55362 Ph 877-726-5644 Fax 763-271-3694 www.copperheadwire.com 12/23/09 Geotextile Product Description Sheet SKAPS GT -160 Nonwoven Geotextile SKAPS GT -160 is a needle-punched nonwoven geotextile made of 100% polypropylene staple fibers, which are formed into a random network for dimensional stability. SKAPS GT -160 resists ultraviolet deterioration, rotting, biological degradation, naturally encountered basics and acids. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT -160 conforms to the physical property values listed below: PROPERTY TEST METHOD UNIT M.A.R.V. (Minimum Average Roll Value) Weight (Typical) ASTM D 5261 oz/yd2 (g/m2) 6.0 (203) Grab Tensile ASTM D 4632 lbs (kN) 160 (0.711) Grab Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 lbs (kN) 60 (0.267) CBR Puncture Resistance ASTM D 6241 lbs (kN) 410 (1.82) Permittivity* ASTM D 4491 sec-1 1.5 Water Flow* ASTM D 4491 gpm/ft2 (l/min/m2) 110 (4480) AOS* ASTM D 4751 US Sieve (mm) 70 (0.212) UV Resistance ASTM D 4355 %/hrs 70/500 PACKAGING Roll Dimensions (W x L) – ft 12.5 x 360 / 15 x 300 Square Yards Per Roll 500 Estimated Roll Weight – lbs 195 * At the time of manufacturing. Handling may change these properties. This information is provided for reference purposes only and is not intended as a warranty or guarantee. SKAPS assumes no liability in connection with the use of this information. SKAPS Industries, 335 Athena Drive, Athens GA 30601 Phone:(706)-354-3700, Fax(706)-354-3737, www.skaps.com Made in U.S.A. Sales Office: Engineered Synthetic Products, Inc. Tel (770) 564-1857 Fax (770) 564-1818 www.espgeosynthetics.com