SWLE Final Plat Process Presentation to Master Builders Association October

SWLE/Final Plat Process Presentation to Master Builders Association October 5, 2006 LEGEND Submittal Applicant & County’s Task County’s Task Applicant’s Task ENGINEER MEETS WITH SUPERVISOR OF DEVELOPMENT ENGINEERING Steve Chanfrau (253) 798-4129 SITE TO ROUGH SUB-GRADE CONTRACTOR CONTACTS SEWER INSPECTORS TO TAKE NATIVE SOIL SAMPLES FOR TESTING (Pete Young (253) 798-4133) CONTRACTOR SUBMITS ALL IMPORT SOIL DATA TO SEWER INSPECTORS AT LEAST 24 HOURS PRIOR TO PRE-CON SOILS TESTS ACCEPTED Soils Sampling and Testing Existing or Proposed Public Roads & Private Roads (public or private sanitary sewer) • Disturbed samples shall be obtained by the Contractor in the presence of the Pierce County inspector, and submitted by the inspector to the Pierce County Materials Laboratory for testing. At the Contractor’s discretion and cost, a split of the disturbed samples may be submitted to an independent, third party laboratory for testing • Commercial Projects ○ In lieu of sampling and testing by Pierce County, soils analysis and test reports may be accepted from an independent, third party laboratory Requirements for Trench Backfill Material Existing or Proposed Public Roads (public or private sanitary sewer) • Unincorporated Pierce County ○ Trench Backfill shall meet or exceed requirements of Gravel Base per WSDOT Section 9-03.10, except that 100 percent of the material shall pass a 2.5-inch square opening (no exceptions) ○ Swell pressure and “R” value do not apply • Other Jurisdictions ○ Trench backfill shall meet the requirements stated on the right-of-way permit issued by the jurisdiction ○ Alternative material may be accepted with a “Hold Harmless” from the jurisdiction Requirements for Trench Backfill Material Private Roads (public or private sanitary sewer) • Unincorporated Pierce County ○ Trench backfill shall meet or exceed requirements of Gravel Base or submit a soils analysis and report for use of alternative trench backfill material ○ The scope of the soils report and requirements for use of alternative material are enumerated in Section 5-6.3.8 of the Manual on Accommodating Utilities in Pierce County Rights-of-Way (Manual) • Other Jurisdictions ○ Trench backfill shall meet or exceed requirements of Gravel Base or submit a soils analysis and report for use of alternative trench backfill material ○ Use of alternative material requires a “Hold Harmless” from the property owners Requirements for Trench Backfill Material Commercial Projects • Unincorporated Pierce County ○ Trench backfill shall meet the requirements of Gravel Base ○ Use of alternative material is acceptable • Other Jurisdictions ○ Trench backfill shall meet the requirements of Gravel Base ○ Use of alternative material is acceptable upon receipt of “Hold Harmless” from property owner(s) Requirements for Trench Backfill Material Moisture/Density Relationship (Proctor) for Trench Backfill Material • All projects, and for all approved trench backfill sources, the Contractor shall submit to Pierce County the relationship between moisture content and dry density, determined in accordance with ASTM D 1557 • The Contractor shall have the ability to correct the optimum moisture content and maximum dry density based upon the amount of oversize encountered in the field during construction • All proctors shall be provided to the inspector a minimum of 24 hours in advance of a scheduled preconstruction conference ENGINEER MEETS WITH SUPERVISOR OF DEVELOPMENT ENGINEERING Steve Chanfrau (253) 798-4129 SITE TO ROUGH SUB-GRADE SUBMIT HDPE MANHOLE SHOP DRAWINGS CONTRACTOR CONTACTS SEWER INSPECTORS TO TAKE NATIVE SOIL SAMPLES FOR TESTING (Pete Young (253) 798-4133) SWLE PLAN APPROVAL HDPE MANHOLE SHOP DRAWINGS APPROVED CONTRACTOR SUBMITS SELECT IMPORT SOIL DATA TO SEWER INSPECTORS AT LEAST 24 HOURS PRIOR TO PRE-CON SOILS TESTS ACCEPTED SWLE PERMIT ISSUED 6 WEEK LEAD TIME FOR HDPE MANHOLES HDPE Submittals Pipe • Prior to installation, Contractor shall furnish a Manufacturer’s Certificate of Compliance, and accompanying material test reports, affirming that the pipe meets the requirements of ASTM F 894 (see handout) HDPE Submittals Manholes • Prior to installation, the Contractor shall submit complete shop drawings on the HDPE manhole(s) to Pierce County for review and approval • Fabrication and delivery of the HDPE manhole(s) 6-8 weeks from shop drawing approval • The Contractor shall coordinate their shop drawing submittals with the construction schedule to avoid any unnecessary delays ENGINEER MEETS WITH SUPERVISOR OF DEVELOPMENT ENGINEERING Steve Chanfrau (253) 798-4129 SITE TO ROUGH SUB-GRADE SUBMIT HDPE MANHOLE SHOP DRAWINGS CONTRACTOR CONTACTS SEWER INSPECTORS TO TAKE NATIVE SOIL SAMPLES FOR TESTING (Pete Young (253) 798-4133) SWLE PLAN APPROVAL HDPE MANHOLE SHOP DRAWINGS APPROVED CONTRACTOR SUBMITS SELECT IMPORT SOIL DATA TO SEWER INSPECTORS AT LEAST 24 HOURS PRIOR TO PRE-CON SOILS TESTS ACCEPTED SWLE PERMIT ISSUED 6 WEEK LEAD TIME FOR HDPE MANHOLES SCHEDULE PRE-CONSTRUCTION MEETING PRE-CONSTRUCTION MEETING (ROW PERMIT ACTIVATED) Preconstruction Meeting Prior to holding a preconstruction meeting, the following items must be satisfactorily addressed: • • • • SWLE permit issued Sources for trench backfill have been identified, evaluated, and approved for use Contractor has submitted proctors that are less than one (1) year old for all sources Gradations are less than thirty (30) days old from import (commercial) sources Preconstruction Meeting Preconstruction Meeting Agenda (see handout) ROW Permit Activated Unincorporated Pierce County • Prior to beginning work within existing public right-of-way, the Class ‘C’ Utility Right-of-Way Permit shall be activated no later than 8:30AM the previous business day Right of way permit activated by calling Transportation Services at (253) 798-4824 Other Jurisdictions Contractor shall contact local jurisdiction and inform them of start date • • • Preconstruction Meeting Who attends? • Engineer • Contractor • Owner’s Representative • Private Testing Laboratory Representative and/or Geotechnical Engineer Preconstruction Meeting Owner’s Representative will be provided a copy of the projectspecific “Sewer Line Extension Construction File Checklist”, listing the activities that must be satisfactorily completed prior to final project approval Preconstruction Meeting Engineer will be provided the Sewer Line Extension As-built Checklist START SEWER CONSTRUCTION PROVIDE COMPACTION REPORTS Construction Work Construction Standards • The ‘Manual’ – Applies to all public or private utility installations within the unincorporated area of Pierce County • Pierce County Sewer Utility Sanitary Sewer Specifications, Dated February 12, 2004 – Applicable for all work within the Pierce County Sewer Utility service area Construction Work • Locking plug program – see attached Memorandum of Understanding ○ Locking plugs furnished by County Construction Work Locking plugs installed by Contractor in outlet end of first MH upstream of tie-in MH (Figs. 1 and 2) Provide Compaction Reports Compaction reports ○ Contractors are encouraged to provide compaction test reports as the work progresses to avoid any unnecessary delays in obtaining final project approval ○ Frequency and pattern of compaction testing varies • Unincorporated Pierce County – The Manual • Other jurisdictions & commercial projects – Pierce County Sewer Utility Sanitary Sewer Specifications, Dated February 12, 2004 START SEWER CONSTRUCTION RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY DIVISION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES PROVIDE COMPACTION REPORTS TV Inspection see Memorandum of Understanding • Scheduled by the Contractor through the Pierce County Sewer Utility inspector. Pierce County is committed to providing the television inspection within five (5) business days of the request TV Inspection • Our current CCTV inspections rate is approximately 20 runs per day subject to the availability of both CCTV trucks • Contractors are encouraged to monitor construction progress and request CCTV inspections to avoid overbooking • Overbooking will occur when the amount of requests exceed our televised sewer inspection rate TV Inspection • Prior to scheduling a CCTV inspection, Contractor shall provide a CLEAN SYSTEM (rock and debris free) ○ Initial inspection is free of charge ○ Subsequent inspection(s) will be billed to Applicant • Access to manholes – Contractor shall provide a drivable surface that allows the CCTV truck to get within five (5) feet of the manhole START SEWER CONSTRUCTION RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY DIVISION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES PROVIDE COMPACTION REPORTS AIR TEST SEWERS WRITTEN PUNCHLIST GIVEN TO CONTRACTOR Air Test Sewers Air Test Sewers (Section 6.2.3 P.C. Standard Specifications) • After joint utility trench work is complete and prior to paving • Written punch list created and furnished to Contractor START SEWER CONSTRUCTION RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY DIVISION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES PROVIDE COMPACTION REPORTS AIR TEST SEWERS WRITTEN PUNCHLIST GIVEN TO CONTRACTOR CONSTRUCT/RE-CONSTRUCT ROADS TO SUBGRADE SIGN OFF ROW PERMIT Sign off ROW Permit Unincorporated Pierce County • Sewer Utility inspector is responsible for work up to subgrade • Transportation Services is responsible for all other work as required Sign off ROW Permit Unincorporated Pierce County • Prior to Sewer Utility signing off on right-of-way permit, the following activities must be satisfactorily completed: ○ Acceptable CCTV reports and air test results ○ Acceptable preliminary as-builts ○ Acceptable compaction reports Sign off ROW Permit Unincorporated Pierce County • Prior to final project approval, Transportation Services must inspect and accept the remaining work as evidenced by signature on the right-of-way permit START SEWER CONSTRUCTION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES AIR TEST SEWERS PROVIDE COMPACTION REPORTS WRITTEN PUNCHLIST GIVEN TO CONTRACTOR CONSTRUCT/RE-CONSTRUCT ROADS TO SUBGRADE EXISTING ROW SIGN OFF ROW PERMIT FINAL PAVING MANHOLES RAISED TO FINAL GRADE VACUUM TESTING PUNCHLIST ITEMS COMPLETED AND ACCEPTED Final Paving, and Manholes Raised To Final Grade Submit final as-builts for review (must include Sewer Line Extension As-built Checklist if initial submittal) Vacuum Testing Per Section 6.4.1 P.C. Standard Specifications START SEWER CONSTRUCTION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES AIR TEST SEWERS PROVIDE COMPACTION REPORTS WRITTEN PUNCHLIST GIVEN TO CONTRACTOR AS-BUILT REVIEW CONSTRUCT/RE-CONSTRUCT ROADS TO SUBGRADE EXISTING ROW SIGN OFF ROW PERMIT FINAL PAVING SUBMIT AS-BUILTS WITH FINAL RIM ELEVATIONS VACUUM TESTING MANHOLES RAISED TO FINAL GRADE PUNCHLIST ITEMS COMPLETED AND ACCEPTED AS-BUILTS APPROVED As-Builts Minimum Requirements for Initial As-Built Submittal: • Pierce County As-Built Standard Plan As-Builts Minimum Requirements for Initial As-Built Submittal: • • Pierce County As-Built Standard Plan As-built Stub Location Information (bubble) As-Builts Minimum Requirements for Initial As-Built Submittal: • Pierce County As-Built Standard Plan • As-built Stub Location Information (bubble) • Must include Sewer Line Extension As-Built Checklist • Horizontal Alignment (stationing and bearings) • Pipe Slopes and Lengths • Invert Elevations • Final rim elevations are not required at this time Final As-Builts Prior to acceptance of Final As-Builts, the following additions must be included: • Final rim elevations • Additional easements recorded and all AFN(s) provided on the as-built drawings As-Built Review • First review completed no later than 14 calendar days after receipt • Subsequent reviews completed no later than 7 calendar days after receipt START SEWER CONSTRUCTION SUBMIT INITIAL AS-BUILTS (W/INVERTS, PIPE LENGTHS, SLOPES, AND STUB DATA TV INSPECTION INSTALL OTHER UTILITIES AIR TEST SEWERS PROVIDE COMPACTION REPORTS WRITTEN PUNCHLIST GIVEN TO CONTRACTOR AS-BUILT REVIEW CONSTRUCT/RE-CONSTRUCT ROADS TO SUBGRADE EXISTING ROW PRIVATE PROPERTY SIGN OFF ROW PERMIT FINAL PAVING SUBMIT AS-BUILTS WITH FINAL RIM ELEVATIONS VACUUM TESTING MANHOLES RAISED TO FINAL GRADE SUBMIT CONSTRUCTION COST LETTER CONSTRUCTION COST LETTER APPROVED MAINTENANCE BOND SUBMITTED AND APPROVED BY RISK MANAGEMENT PUNCHLIST ITEMS COMPLETED AND ACCEPTED AS-BUILTS APPROVED TIME & MATERIALS BILLS UP TO DATE SWLE PERMIT FINAL ACCEPTANCE (i.e., Assignment of funds or bonds) Maintenance Guarantees Submit construction cost letter on Contractor’s letterhead for establishing maintenance guarantee amounts as appropriate Standard Forms Assignment of Funds • Must include date that construction plans were approved • Must have notarized signatures of Principal and Surety Standard Forms Maintenance Bond • Must include date that construction plans were approved • Must have notarized signatures of Principal and Surety (i.e., Assignment of funds or bonds) Maintenance Guarantees Maintenance Periods • 12-month period (typical) • 24 months for protective coatings & alternative trench backfill material Review of Sewer Line Extension As-Built Checklist Sewer Line Extension As-Built Checklist 10. As-built plans must be stamped, signed and dated by an Engineer or Surveyor licensed in the State of Washington. The as-built plans must be stamped, signed dated, and noted as “AS-BUILT” on every plan sheet. Sewer Line Extension As-Built Checklist 11. Two (2) sets of plans are required for the initial submittal. Two (2) sets of plans are required for re-submittals. Once the as-built plans are ready for approval, the Sewer Utility Division will require an unfolded reproducible print on bond, vellum or mylar plus three (3) full-size copies of the as-built plans. Sewer Line Extension As-Built Checklist 12. The approved design plans (or a reprinting of the same CAD file as the approved design plans) must be used to create the as-built plans for submittal. As-builts prepared on plans with dropped layers and/or changes in line type and text will be returned without formal review. Sewer Line Extension As-Built Checklist 13. Provide calculations for all sewer mains at grades of less than those shown on the approved plans, but not greater or equal to 1%, demonstrating that a minimum self-cleaning velocity of 2 ft/sec can be obtained at full build-out of the project and/or tributary sewer basin. For further information, see the “Calculation of Minimum Pipe Slopes to Obtain SelfCleaning Velocities in Sanitary Sewers” handout. Calculations must be stamped, signed and dated by an Engineer or Surveyor licensed in the State of Washington. Sewer Line Extension As-Built Checklist 14. Color text and graphics are not allowed. Sewer Line Extension As-Built Checklist 15. Minimum text height is 0.08 inches. Minimum line width is 0.005 inches. Smaller text and lines may be allowed if they are legible, able to be scanned, and are reproducible. Sewer Line Extension As-Built Checklist 16. Hatching patterns (lines or dots) must be used in lieu of solid hatching. Sewer Line Extension As-Built Checklist 17. Design information must not be obscured except than when it is crossed out to provide as-built information. Sewer Line Extension As-Built Checklist 18. Where the as-built information differs from that shown on the approved design plans, the design information shall be crossed out with a single or double line and the as-built information shall be printed adjacent, above or below it. Sewer Line Extension As-Built Checklist 19. All sewer related dimensioning, pipe types, pipe diameter, pipe slopes, horizontal and vertical bends, fittings, valves, stationing, offsets, bearings and distances, and rim and invert elevations must be field verified and the actual values shown on the as-built plans where they differ from those shown on the approved design. Sewer Line Extension As-Built Checklist 20. As-built information must be shown at every view, sheet, and detail that the design information was depicted on the approved plans. Sewer Line Extension As-Built Checklist 21. Pipe lengths must be measured from inside wall of manhole to inside wall of manhole, not center-to-center. Sewer Line Extension As-Built Checklist 22. Pipe slopes must be calculated using the invert in and invert out elevations (not manhole centerline elevations) and the pipe length as measured from inside wall of manhole to inside wall of manhole, not center-to-center. Sewer Line Extension As-Built Checklist 23. Show all existing and proposed manholes, cleanouts and sewer lines located on or adjacent to parcel shown. Existing and proposed private manholes must be named with the following convention: “SSMH (permit number)-##” For example, private manhole #4 of SWLE 409235 should be labeled as “SSMH #409235-04”. Letters are not allowed in the manhole numbering sequence (e.g., “SSMH #409235-4A”). Existing and proposed public manholes must be named with the following convention: “SSMH (Assigned number)” For example, public manhole #10983 should be labeled as “SSMH #10983”. Cleanouts should be labeled as “SSCO” instead of “SSMH”. Proposed public manhole numbers will be assigned by the plan reviewer after the proposed alignment has been approved. Sewer Line Extension As-Built Checklist 24. Side sewer stub stationing shown on the plans must be crossed out. If a table was utilized, the entire table must be crossed out. Sewer Line Extension As-Built Checklist 25. As-built side sewer stub locations must be provided in the specified “bubble” format shown on the As-built Standard Plan. A copy of the standard “bubble” format is attached. Sewer Line Extension As-Built Checklist 26. The side sewer stub location information (i.e., “bubble”) must be shown within the lot for which the stub is intended to serve. If lot size does not allow for placement of the bubble within the lot, then a leader must be provided from the bubble to the upstream end of the side sewer stub, and the bubble must be located such that it is aligned with the lot. Sewer Line Extension As-Built Checklist 27. All side sewers shall be located a minimum of 10 feet from an adjoining property line unless private sanitary sewer easements are provided. Side sewer depth at the property line shall not exceed 8 feet unless otherwise approved by the County. Sewer Line Extension As-Built Checklist 28. Gravity side sewer stubs shall have a minimum 2% slope. Sewer Line Extension As-Built Checklist 29. Two (2) feet minimum horizontal separation is required between pressure side sewer stubs. Two (2) feet minimum horizontal separation is required between gravity stubs on opposing sides of the sewer main. Ten (10) feet minimum horizontal separation is required between gravity side sewer stubs on the same side of the sewer main. Five (5) feet minimum horizontal separation is required between side sewer stubs and the outer wall of manholes unless the stub is connected to the manhole. Sewer Line Extension As-Built Checklist 30. If there are additional off-site or on-site Public Sanitary Sewer Easements required, submit the name (and title, if the owner is a company) of the individual(s) empowered with signing easement documents for the property owner(s), and an electronic copy of the legal description of the easement and graphic drawing of the easement. The County will draft the easement document for the owner’s signature. Public easements must be executed and recorded prior to as-built plan approval. Sewer Line Extension As-Built Checklist 31. If there are additional off-site Private Sanitary Sewer Easements required, submit the draft private easement documents for our review prior to execution and recording with the Pierce County Auditor’s Office. If the proposed private sewer line will serve more than one existing parcel, a draft Perpetual Reciprocal Easement, Mutual Maintenance Agreement and Covenant Running with the Land must be submitted for our review prior to execution and recording with the Pierce County Auditor’s Office. Only the standard Pierce County form is acceptable. The off-site private easements must be executed and recorded prior to as-built plan approval. Sewer Line Extension As-Built Checklist 32. If there are additional on-site Private Sanitary Sewer Easements required, and the final plat has already been recorded, submit the draft private easement documents for our review prior to execution and recording with the Pierce County Auditor’s Office. If the proposed private sewer line will serve more than one existing parcel, a draft Perpetual Reciprocal Easement, Mutual Maintenance Agreement and Covenant Running with the Land must be submitted for our review prior to execution and recording with the Pierce County Auditor’s Office. Only the standard Pierce County form is acceptable. The on-site private easements must be executed and recorded prior to as-built plan approval. Sewer Line Extension As-Built Checklist 33. All public and private easements must be recorded and their boundaries and Auditor’s Fee Numbers (AFNs) shown on the as-built plans prior to as-built approval. Sewer Line Extension As-Built Checklist 34. Show the bearings and distances of existing or proposed sewers within existing or proposed easements as well as the easement boundaries. Sewer Line Extension As-Built Checklist 35. Submit a complete, itemized, ‘Contractor’s Construction Cost Letter’ for all the sanitary sewage facilities to be dedicated to the County, including the cost for sewer stubs. The cost letter shall also include the cost for restoration work to existing pavement. The cost letter does not need to include the cost of hot mix asphalt used for new road construction provided that a separate maintenance guarantee for these improvements will be in force through the Pierce County Planning and Land Services Department (or the local jurisdiction) for a minimum of 12-months after final written acceptance of the sanitary sewer improvements. Provide a copy of the said maintenance guarantee to the Sewer Utility. Sewer Line Extension As-Built Checklist 36. Once the County has accepted the itemized cost breakdown, submit to this department a Maintenance Bond (or an Assignment of Funds in lieu of a Maintenance Bond) in the amount of ten (10) percent of the value of the improvements to be dedicated to the County or $5,000, whichever is greater. Sewer Line Extension As-Built Checklist 37. If the project includes the application or repair of protective coatings on public manholes, cleanouts, wet wells or vaults, then a separate Contractor’s Construction Cost Letter and Maintenance Bond (or an Assignment of Funds in lieu of a Maintenance Bond) in the amount of ten (10) percent of the value of the protective coatings must also be submitted to the County. Maintenance Bonds for protective coatings must have a 24-month bond term. Formal Plat Review SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY Submit Final Plat for Review by Sewer Utility • First submittal package must be submitted at the Pierce County Annex. Submit Final Plat for Review by Sewer Utility Projects in Unincorporated Pierce County: • Reviewed by the Sewer Utility Division under the PALS land use application (FPLT, SHPT, LLOT, etc.) • Sewered Plats (includes drylines): ○ $180.00 Plan Review Deposit (credit card payments are acceptable) ○ Time and Materials Account Information Form • Non-sewered Plats: ○ $130.00 Plan Review Fee (credit card payments are acceptable) Submit Final Plat for Review by Sewer Utility Projects in Cities and within the County’s Sewer Service Area: • Reviewed by the Sewer Utility Division under a separate SWPR application • Sewered Plats (includes drylines): ○ $180.00 Plan Review Deposit (credit card payments are not acceptable) ○ Time and Materials Account Information Form • Non-sewered Plats: ○ $130.00 Plan Review Fee (credit card payments are not acceptable) SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY Preliminary Review of Final Plat by Sewer Utility • Currently 30 calendar days from date of submittal • Department goal is 15 calendar days from date of submittal Preliminary Review of Final Plat by Sewer Utility What are we looking for? • Sewer Utility signature block • Existing on-site public easements delineated w/ AFNs • Existing on-site private easements delineated w/ AFN’s • Proposed on-site private easements delineated (to be dedicated with plat) • Dedications • Sewer Notes SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY Re-Submit Final Plat for Review by Sewer Utility • Re-submittals can be submitted to the plan reviewer’s attention at the Environmental Services Building • Projects in unincorporated Pierce County do not have to submit their re-submittals to the Sewer Utility Division at the Annex • Redlined plans and documents must be included in re-submittal package SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY SUBSEQUENT REVIEW OF FINAL PLAT BY SEWER UTILITY Subsequent Review of Final Plat by Sewer Utility • Currently 25 calendar days from date of submittal • Department goal is 10 calendar days from date of re-submittal Subsequent Review of Final Plat by Sewer Utility What are we looking for? • Compare to the SWLE as-builts • Any additional or revised on-site public easements delineated w/ AFNs • Any additional or revised on-site private easements delineated (to be dedicated with plat) SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY SUBSEQUENT REVIEW OF FINAL PLAT BY SEWER UTILITY REVISE FINAL PLAT TO REFLECT ALL PRIVATE AND PUBLIC SANITARY SEWER EASEMENTS (w/AFNs) ACCORDING TO AS-BUILT PLANS (if necessary) AND RE-SUBMIT Revise Final Plat • Revise to reflect all Private and Public Sanitary Sewer Easements (w/ AFNs) according to as-built plans (if necessary) and re-submit SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY SUBSEQUENT REVIEW OF FINAL PLAT BY SEWER UTILITY REVISE FINAL PLAT TO REFLECT ALL PRIVATE AND PUBLIC SANITARY SEWER EASEMENTS (w/AFNs) ACCORDING TO AS-BUILT PLANS (if necessary) AND RE-SUBMIT FINAL PLAT DOCUMENTS ACCEPTABLE TO SEWER UTILITY “AH” FINAL PLAT APPLICATION BY SEWER UTILITY DIVISION “AH” Final Plat Application by Sewer Utility • “AH” applies to projects Unincorporated Pierce County only • For Projects in Cities the surveyors are simply notified to submit the mylars • SWLE permit must have final acceptance (FN) prior to allowing plat mylar to be submitted SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY SUBSEQUENT REVIEW OF FINAL PLAT BY SEWER UTILITY REVISE FINAL PLAT TO REFLECT ALL PRIVATE AND PUBLIC SANITARY SEWER EASEMENTS (w/AFNs) ACCORDING TO AS-BUILT PLANS (if necessary) AND RE-SUBMIT FINAL PLAT DOCUMENTS ACCEPTABLE TO SEWER UTILITY “AH” FINAL PLAT APPLICATION BY SEWER UTILITY DIVISION SUBMIT FINAL PLAT MYLAR Submit Final Plat Mylar • For projects in Unincorporated Pierce County, the submitted mylars are signed twice a week at the Annex • For projects in Cities, the surveyor makes an appointment with the plan reviewer to submit the mylars and have them signed SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY PRELIMINARY REVIEW OF FINAL PLAT BY SEWER UTILITY RE-SUBMIT FINAL PLAT FOR REVIEW BY SEWER UTILITY SUBSEQUENT REVIEW OF FINAL PLAT BY SEWER UTILITY REVISE FINAL PLAT TO REFLECT ALL PRIVATE AND PUBLIC SANITARY SEWER EASEMENTS (w/AFNs) ACCORDING TO AS-BUILT PLANS (if necessary) AND RE-SUBMIT FINAL PLAT DOCUMENTS ACCEPTABLE TO SEWER UTILITY “AH” FINAL PLAT APPLICATION BY SEWER UTILITY DIVISION SUBMIT FINAL PLAT MYLAR FINAL PLAT MYLAR SIGNED FINAL PLAT APPLICATION APPROVED