Pierce County Department of Planning and Land Services DENNIS HANBERG Director 2401 South 35 th Street Tacoma, Washington 98409-7460 Final Plat Review Checklist Church Lake Estates Title 18F Development Engineering Review This checklist reflects most, but not necessarily all of the items that will be reviewed by the Development Engineering Section. It is intended to be used as an aid by us to provide a consistent review of development work in Pierce County. All items may not be applicable in the review of each project and all items of concern to this office may not be covered on this checklist. Various standard notes applicable to the Development Engineering Section review have been approved by the Prosecuting Attorney's Office and are referred to on this checklist. These notes should be added to the face of the review document as noted. Applicant: Surveyor: Dorothy Newell Trust Carolyn Thompson - Trustee 925 8 th Avenue NW Puyallup, WA 98371 Robert L. Swift, P.L.S. Larson and Associates 9027 Pacific Avenue, Suite 4 Tacoma, WA 98444-6247 Application Date: 10/27/2016 Application #: 848384 Parcel Numbers: 05-20-33-1-028 Location: Section 5 Township 20N Range 5E DO OK/NA GENERAL 1 X Application number located in the lower right corner. (18F.20.030 A.1.p) 2 X Page numbers located in upper right corner, surveyor's business title block in lower right corner. 3 X 18 x 24 sheets in portrait orientation with a 2-inch border on left margin and 1/2- inch on other margins. (18F.20.030 C. 2) Verify borders. 4 X Plat north oriented to the top or left or within the quadrant between top and left on the drawing. (18F.20.030 A. 1. a) 5 X Graphic scale (WAC 332-130-050) 6 X A scale not smaller than 1 =100 unless otherwise approved (18F.20.030 A.1. a) 7 X Dimensions and lettering no smaller than 0.08 inches vertically. (WAC 332-130-050) 8 X Suitable for scanning or microfilming (uniform contrast). (WAC 332-130-050) Page 1
9 X Plat boundary should be heavier than other lines and dashed across right-ofway. 10 X Show dimensions (distances, bearings & curve data) of each lot tract and easement. (18F.20.030 C. 1. c ) 11 X A vicinity map drawn at a scale of 1 =1000 showing sectional corners and offsite roads. (18F.20.030 A. 1. v) 12 X All lots shall be identified by unique numerical designation. All tracts, if permitted, shall be identified by alphabetical designation (18F.20.030 A. 1. g) 13 X Tracts owned in undivided interest by the owners of each numbered lot. Unless otherwise approved. (18F.50.050 B) ALTERATIONS 14 X Identify which Lots or Tracts are being altered in the title. 15 X Alteration clause stated thereon with a heavy border around the perimeter "This altered plat supersedes Lot(s) of the plat of to (list revisions). (18F.40.080) SURVEY 16 X Surveyor s certificate on the first sheet of multiple sheets with the seal, signature of the surveyor and date on subsequent sheets. (RCW 58.09.080 & WAC 196-23-010 & 020) 17 X Name of the plat, Quarter - Quarter Section - Township and Range on first sheet, also identify D.L.C., Government Lot, etc. If plat is a replat, the title block shall show it. (WAC 332-130) 18 X ADD NOTE: Second Class Tidelands Note: The deed(s) for this project references Second Class Tidelands, lateral lines and limits have not been determined, surveyed, or depicted on this boundary line adjustment. 19 X Tracts, open spaces and easements tied into plat, properly identified and purpose stated. 20 X Basis of bearing shown. (WAC 332-130-050) 21 X Match line shown. 22 X Map closures for the boundary and each lot and tract. (18F.20.030 C.1.e) Provide closure for right of way dedication. 23 X Show radial information for non-tangent curves. Show section subdivision information. Methods and data used for corner 24 X reestablishment or section subdivision shall be stated on plat. (WAC 332-130- 030)(18F.20.040 D) 25 X Reference monuments used to establish corners identified, described, noted as calculated, set or found, and date visited. (WAC 332-130-050) (18F.20.040 E) 26 X Pierce County standard monuments set for road centerlines. Permanent control monuments shall be set for the boundary (18F.20.040 H) Standard monument set in County road when project boundary corner or its 27 X offset represents 1/16 corner, 1/4 corner, section corner or D.L.C. corner. (18F.20.040 F) 28 X Show existing structures and improvements including buildings, fences, retaining walls, etc. (18F.20.040 J) 29 X Show or explain how centerline of R/W was established. (18F.20.040 G) 30 X County R/W adjacent to boundary is by an establishment. Please contact Pierce County Public Works, (253) 798-7250, to obtain any surveyed alignment. Page 2
31 X Show deed calls that are at variance with the measured distances and bearings of the plat. (WAC 332-130-050 (1) (B)) 32 X Stake corners in accordance with Subdivision & Platting Regulations. (18F.20.040 B) 33 X Identify the type of field equipment used. (WAC 332-130-100) 34 X Identify the survey procedures used, such as field traverse, photogrammetric survey or global positioning system survey. (WAC 332-130-100) 35 X Reference survey to recorded or previous survey. (WAC 332-130) 36 X Reestablished GLO corners require at least 2 references. (WAC 332-13-030) 37 X Legal description matches the plat and title report. (18F.20.030 C.1.f) Revise plat legal description and title report to reflect 5 right of way deed. 38 X Easements shown or noted that are included in the title report. 39 X Relinquish any existing easements in proposed public tracts and right-of-way. 40 X Show all easements that are created by Easement Provisions. 41? Easement provisions do not create easements in public tracts or right-of-ways that are not shown on the plat ROADS 42 X Show existing driveways. 43 X Centerline data matches approved road and storm drainage plans. No approved plans, subject to complete re-review. 44 X Label private road and utility easement(s) as such. 45 X Label storm drainage easements either "Private" or "Public." 46 X ADD NOTE: No direct vehicular access shall be allowed to from Lots to. 47 X ADD NOTE: No building permits will be issued on any lots in this subdivision until all necessary drainage improvements, roads, shared accesses, or alleyways are completed, with the exception that minor items that may be damaged during homebuilding (such as sidewalks, bio-swale linings, or shoulder leveling course) may be financially guaranteed. (SDM 3.1.2) 48 X Show recording number for the document giving this property the right to use any off-site private road and utility easement. Submit a copy of this document and highlight portion that grants legal access to this parcel. 49 X ADD NOTE: All roads are private within this plat. 50 X 51 X 52 X 53 X ADD NOTE: Any gate across a private driveway, shared access facility or private road must be constructed with a valid building permit. The access, gate, and appurtenances must be designed in conformance with Pierce County Title 17B, Construction and Infrastructure Regulations Road and Bridge Design and Construction Standards. (17B.10.102) Prior to plat approval, roads and storm drainage must be built, a letter of completion and as-built submitted, or an estimate signed and stamped by a professional engineer and a financial guarantee submitted for 125% of construction costs. (17A.20.030) (SDM V. 1, 2.5.1) Owners organization required to perform maintenance and operation of private roads, shared access facilities, alleys and other ingress egress easements. (17B.10.120) ADD NOTE: All lot ownerships shall include their adjoining portions of property for the private road easement(s) as shown. The applicant and/or Page 3
adjoining landowners and their successors shall construct and maintain all private roads and easements for this project. Before dedication to Pierce County they shall meet current standards of Pierce County. 54 X ADD NOTE: The applicant and/or adjoining landowners and their successors shall construct and maintain all private roads and easements for this project. Before dedication to Pierce County they shall meet current standards of Pierce County. 55 X ADD NOTE: Future dedication of the private roadway to Pierce County may require the dedication of additional right-of-way. 56 X Additional right of way required to meet the needs of an abutting County Road Project. 57 X A Quitclaim Deed/Statutory Warranty Deed for feet of right-of-way on and feet of right-of-way on will be required. In addition, a deed for a 20-foot radius at the intersection of the right-of-way lines will be required. Standard Quitclaim Deed/Statutory Warranty Deed forms from the County must be used. Submit blank excise tax form signed by grantor of additional right-of-way. (17A.20.060) 58 X A Statutory Warranty Deed is required to encompass the limits of the section maintained by the county (i.e., back of ditch) if it falls out of the right-of-way. Standard Statutory Warranty Deed forms from the County must be used. Submit blank excise tax form signed by grantor of additional right-of-way. (17A.20.060) 59 X Provide public road dedication on signature sheet for additional right-of-way. STORM DRAINAGE 60 X Field locate and delineate on mylar (with ties) all natural drainage courses, swales, potholes, ponds, top and toe of banks, etc. If existing topography is shown, identify vertical datum and contour interval. If there is a top or toe of slope, note on the face of plat, "TOP (or TOE) OF % SLOPE." 61 X ADD NOTE: The property included within the legal description contains a private storm drainage system. It shall be the responsibility of the developer and/or homeowner s association and it successors to maintain the private storm drainage system in its originally designed condition. 62 X Roof and driveway drainage notes match approved plans and review engineer s approval letter requirements. Plans not approved yet. 63 X The plat contains a private storm drainage system. A owners organization is required to maintain the private storm drainage system. (SDM V. 1, 2.5.3) 64 X The following or substantially similar words shall appear in the document creating the property owner's association: In the event (Project Proponent name) (or successors or the Property Owners Association), in the judgment of the County, fails to maintain drainage facilities within the plat, or if the Proponent or successors willfully or accidentally reduce the capacity of the drainage system or render any part of the drainage system unusable, the Proponent or successors agree to the following remedy: After 30 days notice by registered mail to the Proponent or successors, the County will assess financial sanctions (P.C.C. 17A.10.130) and/or initiate enforcement proceedings. In the event the County Page 4
determines the lack of maintenance has resulted in a situation of imminent danger to life, limb or property, the County will correct the problem as necessary to restore the full design capacity of the drainage system. In this event, the County will bill the owners of the facility for all costs associated with such work to include engineering, administration, legal fees, construction, equipment and personnel. Costs or fees incurred by the County, including attorney's fees and expert's fees should legal action be required to collect such payments, shall be borne by the Proponent or successors. ADD NOTE: MAINTENANCE COVENANT Easements are hereby granted for installation, inspection, and maintenance of utilities and drainage facilities as delineated on the plat for the subdivision. No encroachment will be placed within the 65 X easements shown on the plat which may damage or interfere with the installation, inspection, and maintenance of utilities. Maintenance and expense thereof of the utilities and drainage facilities shall be the responsibility of the property owners association as established by the covenant recorded under the Auditor s Fee No.. AREAS OF SPECIAL FLOOD HAZARD 66 X Show and label the flood hazard area on the plat: (18E.10.080.C.3) 67 X The project site contains a Flood Hazard Area add the following note (18E.10.140): Flood Elevation Certificates are kept on file at the Department of Planning and Land Services. This site lies within a Flood Hazard Area as defined in Title 18E Pierce County Code. Restrictions on use or alteration of the site may exist due to natural conditions of the site and resulting regulations. Grading, clearing and/or filling within the limits of the 100-year floodplain is regulated per Chapter 18E.70, Flood Hazard Areas. The property relating to this subdivision lies within a flood hazard area. This means that flood events may and can occur that cause serious personal or bodily injury, including death, and damage to or loss of property. The owner on his behalf and on behalf of their heirs, successors and assigns hereby waives any right to assert any claim against Pierce County for any loss or damage to people or property either on or off the property site resulting from flooding except only for such losses that may directly result from the sole negligence of the County. 68 X The project site is adjacent to the Puyallup, Carbon or White Rivers add the following note to the Development Engineering sections notes: The owner, their heirs, successors and assigns grant to Pierce County, its officers, employees, agents successors, assigns, contractors a perpetual easement with a right of immediate entry and continued access over, under and across the floodplain land area adjoining the Puyallup, Carbon or White River, as an unobstructed ingress and egress to access the river and associated flood control levee and/or bank protection revetment facility. The purpose of this easement shall be for the following purposes: (18E.10.140) a. Ingress and egress; Page 5
69 X 70 X 71 X 72 X 73 X b. Trucking and hauling rock, other material, equipment and crews to the river, river bank (including the top of bank, channel side slope, channel toe and bottom), floodplain (including the floodway and flood fringe); c. Performing work related to river bank protection, channel construction, development/rehabilitation and river system maintenance. d. Levee, dike and/or revetment construction, relocation and maintenance as required by Pierce County; e. Constructing, maintaining and/or repairing the river including top of bank, river channel side slopes, channel toe, channel bottom, embankment side slopes (including embankment side slopes that extend beyond the easement width); f. Together with the right of Pierce County to remove gravel or natural/foreign debris from the river system, manage vegetation, grading and other such work required to maintain an/or stabilize the river system and its appurtenance in and adjacent to the subject floodplain area described hereon the plat; and g. This easement and stated conditions shall be enforceable in law or equity against any person or persons violating or attempting to violate this covenant either to restrain violation or to recover any cost or damages or otherwise enforce this easement and/or covenant. If Pierce County is required to bring action to recover any costs or otherwise enforce this agreement and covenant, Pierce County will be entitled to recover reasonable attorney fees and interest of 12 percent per annum. Said interest to run from the date work was performed by Pierce County. The project site contains a floodway add the following note to the Development Engineering sections notes: (18E.70.040 B) Any development, encroachments, filling, clearing, grading, new construction and substantial improvements shall be prohibited within the floodway, except as allowed by the most current version of the Flood Hazard Area regulations. LANSLIDE & EROSION HAZARD AREA Show and label the location of any designated critical areas and associated buffers. ADD NOTE: This site lies within an erosion hazard or landslide hazard area as defined in Chapter 18E, Pierce County Code. Restrictions on use or alteration of the site may exist due to natural conditions of the site and resulting regulation. (18E.10.140 B) ADD NOTE: No development, encroachment, clearing, filling, or grading, building structures, impervious surfaces, and vegetation removal is permitted within a landslide/erosion hazard area and associated buffers, except as allowed in 18E.80.040 A. CRITICAL AREAS Critical Areas shall be placed in tract(s) or an alternate protective mechanism. (18E.10.080 D) APPROVAL SHEET 74 X Dedication format correct (public and/or private). 75 X This plat has multiple phases add the following note: We hereby convey an easement for ingress, egress, and utilities over, under, and across the private roads Page 6
as shown hereon to the present and future lot owners of existing and future phases of the Plat of, for all purposes not inconsistent with the use of a private road and utilities easement. 76 X Public Works signature block. 77 X Auditor's signature block. (First page) 78 Hearing Examiner's conditions addressed. 79 X Hearing Examiner's approval block. 80 X Alerts on parcel(s). 81 X Separate notes by Department. 82 X Other: Need Plat Agreement Reviewer: 11/17/2016 David Peterson, Development Engineer Date 253-798-3196 NOTE: THIS APPLICATION EXPIRES IN 360 DAYS. Resubmit the requested information online using this link to the Application/Permit: https://palsonline.co.pierce.wa.us/palsonline/#/permitsearch/permit/departmentstatus?applpermiti d=848384 Click on the button and then select Resubmit. Page 7