AGENCY/DEPARTMENTAL NOTICE OF - Tacoma Permits

City of Tacoma Planning & Development Services 747 Market Street, Room 345 Tacoma, WA 98402

AGENCY/DEPARTMENTAL

NOTICE OF APPLICATION

Date of notification: March 30, 2015

Application received: March 17, 2015

Application complete: March 23, 2015

Applicant: James Kerby, IRA Funding LLC, 10209 Bridgeport

Way SW, Suite B6, Lakewood, WA 98499; 253-537-3732

Location: 6802 E Portland Avenue, Parcel Number 0320271046

Application No(s): PLT2015-40000243059

Proposal: Final Plat of “Devonshire”, an 18 lot subdivision

(formerly “Turners Landing”). The site received preliminary plat approval on December 12, 2007. See file number PLT2007-40000099243. The site is located in the “URX” Urban Residential Mixed-Use District, which was rezoned by the City in 2009 from its previous “R-2” Single-Family Dwelling District designation. This proposal is vested to the 2007 Land Use Regulatory Code.

Written AGENCY/DEPARTMENTAL comments must be submitted by April 13, 2015 to the below staff contact.

For further information regarding this Notice of Application, log onto www.tacomapermits.org and select “Message Board” then “Public Notices and Decisions”.

Documents to Evaluate the Proposal: Final Plat Plan (redlined),

Title Report, and Lot Closure Reports

Studies Requested: Not applicable to this proposal

Other Required Permits: None identified

Applicable Regulations of the Tacoma Municipal Code:

Chapter 13.04 Platting and Subdivisions

Chapter 13.05 Land Use Permit Procedures

Chapter 13.06 Zoning

Other associated regulations and policies

A recommendation for the proposal will be made by the Director to the City Council. The recommendation will be mailed to the applicant and Preliminary Plat parties of record after the close of the agency/departmental comment period. The recommendation will include appeal provisions.

Staff contact: Shanta Frantz, Senior Planner

747 Market St, Room 345, Tacoma, WA 98402; 253-591-5388; [email protected]

The City of Tacoma does not discriminate on the basis of disabilities in any of its programs or services. Upon request, special accommodations can be provided within five (5) business days by contacting the City Clerk’s Office at 591-5171 (voice) or 591-5058 (TDD)

http://www.tacomapermits.org/

mailto:[email protected]

Contact Information

James Kerby * Contact Person:

10011 Bridgeport Way SW Ste 1500* Mailing Address:

(253) 537-3732* Phone Number: [email protected]* Email:

IRA FundingBusiness Name:

6802 E Portland Ave* Site Address: 0320271046Parcel Number:

IRA Funding LLC* Property Owner:

10011 Bridgeport Way SW Ste 1500

Planning and Development Services Department

* Mailing Address:

(253) 537-3732* Phone Number: [email protected]:

Type of Permit

Accessory Dwelling Unit

Boundary Line Adjustment

Conditional Use Shoreline

Reclassification

Plat

Variance

Site Approval

Short Plat

Other:

Zoning Verification

Current Use of Property

Single Family Res lot under development into 18 lot subdivision

Please describe how the property is currently being used and what structures exist

Property Information (All fields marked with * are required for submittal)

Same as above

Note: Some Land Use permits require a pre-application meeting with City staff prior to submitting the application. If you have not had a pre-application meeting with staff, you can request one online or by phone. After your meeting, you will be given a pre-application number to use with this application form.

* Pre-Application Number:

Variance - Height


PERMIT APPLICATION FOR LAND USE - STAFF FORM

Lakewood* City: WA* State: 98499* Zip:

Lakewood* City: wA* State: 98499* Zip:

Page 1 of 3LandUsePermitApp-StaffForm

3/19/2015http://ecmpbpm01.tacoma.lcl/lfserver?DFS__Action=RouteGetForm&DFS__EventID=86...

For Office Use Only

Applicant'sSignature: 3/17/2015Date:

I certify that the information contained herein is complete and accurate to the best of my knowledge.

Proposal

Submitting for final plat of the Devonshire Subdivision; PLT2007-40000099243. Formerly known as Turner's Landing

Please describe your proposal. To help you write your description, review the requirements and criteria for the permit for which you are applying. Please address the permit requirements and criteria in your description

below, or if more appropriate, in the maps and attachments you provide.

Attachments

Please review the instruction sheet to determine what attachments* must be submitted with your application. Types of attachments that may be required are:

* All application materials must be provided electronically in PDF format. Attach files below.

Attach Required Documents Here*Please ensure this application is as complete as possible

before submittal to avoid any unnecessary delays.

Site plans, floor plans and building elevations

Landscape plans

Building or site sections

Question sheets or studies


How will payment be made: Mail in Check Walk-in Payment Credit Card





Devonshire Final PlatProject Name:

18-Lot Final PlatProject Description:

Permit Type Fee Permit # Permit Type Permit #

$1,585.24418 SHR Exemption 435 PLT Final Plat

420 SHR Develop/CUP 436 CUP Conditional Use

421 SHR Variance 438 MLU Variance

423 SHR Revision 440 BLA Boundary Line Adj

431 REZ Rezone 441 MPD Binding Site Plan

432 SIT Site Approval 442 INT Info Item/ADU

433 PLT Preliminary Plat 443 SEP Environmental

434 MPD Short Plat Other

NO FEE

Route to:

Fee

Jana

Permit Number(s):

Submit Go



OFFICE OF THE HEARING EXAMINER

CITY OF TACOMA

REPORT AND DECISION APPLICANT: Diversified Surveying Services, Inc. FILE NO: PLT2007-40000099243 (“Turners Landing” Preliminary Plat) SUMMARY OF REQUEST: To subdivide one (1) existing parcels of land into eighteen (18) individual lots for the construction of single-family dwellings. LOCATION: The site is located on the west side of East Portland Avenue. The site is addressed as 6802 East Portland Avenue in Tacoma. DECISION OF THE HEARING EXAMINER: The request for preliminary plat approval is hereby granted. PUBLIC HEARING: After reviewing the report of the Department of Public Works, examining available information on file with the application, and visiting the subject site and the surrounding area, the Hearing Examiner conducted a public hearing on the application on November 15, 2007.

FINDINGS OF FACT, -2- CONCLUSIONS OF LAW, AND DECISION

FINDINGS, CONCLUSIONS, AND DECISION: FINDINGS:

1. Diversified Surveying Services, Inc. (hereinafter “applicant”) is requesting preliminary plat approval to subdivide a 2.925 acre parcel of land located on the west side of East Portland Avenue at 6802 East Portland Avenue into 18 single-family lots.

2. The proposed subdivision would create individual single-family lots averaging 7,078 square feet in area with a minimum lot size of 5,000 square feet. The overall site density would be approximately 6.15 dwelling units per acre. The primary access for the subdivision would be by way of 52-foot wide private access/utility easement extending west from East Portland Avenue and terminating in a cul-de-sac in the westerly portion of the property. Access to proposed Lots 7, 8, and 9 would be provided by a 30-foot wide access/utility easement extending south from the aforementioned cul-de-sac and a similar access would be provided to serve Lots 12 through 15 also extending south of the cul-de-sac. Proposed Lot 18, at the westerly most edge of the subdivision, would be accessed by way of a 10-foot wide access/utility easement extending west from the cul-de-sac. The remainder of the lots would have access directly from the 52-foot wide access/utility easement.

3. The property proposed to be subdivided is generally rectangular in shape with a pan handle extending west from East Portland Avenue. It gently slopes downward from east to west with an overall change in grade of approximately 8 feet. An existing single-family home is located on a portion of the property adjacent to East Portland Avenue. It is proposed that the existing home would remain and would be situated on Lot 1 in the proposed subdivision. A detached accessory building currently located near the center of the property is to be removed.

4. The area surrounding the proposed subdivision site is predominately developed with single-family homes and some vacant property is also located in the vicinity of the site. Immediately south of the site is a retirement facility.

5. The subdivision site is partially located within a Tier I Primary Growth Area and partially within a Tier II Secondary Growth Area. See Exhibit 1 at Attachment 4. Both tier designations are applied to areas of the City that are urban in character and generally are adequately served by infrastructure and services to support new urban growth. Tier II areas may lack one or more facilities or services necessary for new development. Utility and other services are either available to serve the subdivision site or can reasonably be extended to it. Conditions recommended by reviewing agencies, if imposed, would ensure the availability of necessary infrastructure and services to support the proposed residential development. Thus, the proposed subdivision, if conditioned as recommended, would be consistent with the growth tier designations applicable to the property.

6. The City’s Comprehensive Plan applies a Low Intensity–Single-Family Detached Housing Area land use designation to the subdivision site as well as the properties lying to the north and west. Properties east and south of the subdivision site are designated for Medium Intensity land uses. The Low Intensity–Single-Family Detached Housing Area designation is applied to areas of the City that are intended to be developed with low density single-family residential uses ranging in density of up to eight dwelling units per acre. The proposed subdivision would create 18 lots for single-family homes and


result in a density of 6.15 dwelling units per acre. Therefore, the proposal is consistent with the Comprehensive Plan land use designation for the property.

7. Zoning of the subdivision site is “R-2” One-Family Dwelling District which permits single-family homes on individual lots containing a minimum of 5,000 square feet of lot area. The proposed subdivision, having lots averaging 7,078 square feet in area with a minimum lot size of 5,000 square feet, conforms to use and area requirements of the “R-2” zone.

8. The City’s platting code (Tacoma Municipal Code [TMC] 13.04) sets forth both procedural standards for filing and reviewing applications for plat approval, as well as substantive standards for development of subdivisions. The subject preliminary plat has been submitted and reviewed in accordance with the requirements of the referred-to code and is in conformance with applicable development standards provided conditions, as recommended by reviewing agencies, are imposed and complied with by the applicant.

9. Lots within new subdivisions must have access either by standard public streets or by “officially approved accessways” authorized by the land use administrator or hearing examiner. TMC 13.04.140. In this case the proposed preliminary plat has been designed to have access to each lot provided by private roadways. See Finding 2. Accordingly, such roadways must meet the following requirements for “officially approved accessways:”

1. That a minimum of 10-foot-wide officially approved accessway be required for one dwelling unit, and a minimum of a 16-foot-wide officially approved accessway be required for two or more dwelling units, or for any use other than residential;

2. That such officially approved accessway be permanent, unobstructed, and designed, improved, and maintained to accommodate fire apparatus and necessary mobile service equipment;

3. That, if determined to be necessary for the convenience and safety of the residents served by said officially approved accessway, the Land Use Administrator or Hearing Examiner may require other reasonable standards and improvements of said officially approved accessway;

4. That the ownership and control of said officially approved accessway be with the owner of the property it serves, unless other provisions are determined to be satisfactory;

5. That the Hearing Examiner or Land Use Administrator may attach to such a determination reasonable conditions limiting and controlling the development of said parcel according to the practical capacity of said officially approved accessway and in the interest of the particular neighborhood and of the general public.

TMC 13.04.140.B.1-5

The propose private roadways meet, or in most cases, substantially exceed the minimum width requirements for “officially approved accessways.” Also, the proposed access has been reviewed by


Tacoma Fire and other service providers for adequacy and none object to such accessways. Moreover, the accessways would be situated within access/utility easements dedicated within the plat and conditions recommended would ensure adequate improvements to such roadways. Exhibit 1 at 14, Condition 4.h. and i. Thus, the access proposed in accord with access requirements of the subdivision code.

10. The proposed preliminary plat has been reviewed by a number of governmental agencies and utility providers. None object to approval of the proposed preliminary plat; however, numerous conditions have been recommended concerning grading and erosion control measures; storm and sanitary sewer facilities; measures to protect adjacent properties; street, driveway, and sidewalk improvements; street lighting; power and water facilities; fire protection measures; solid waste service; and miscellaneous matters. Exhibit 1 at 10 through 19.

11. The applicant concurs in the conditions recommended and agrees to comply with the same but asked for clarifying language concerning the reference to cul-de-sac design at Condition 4.i. The Department Public Works (DPW) concurred in the elimination of such reference in the condition.

12. No appeared at hearing in opposition to approval of the proposed preliminary plat.

13. Compliance with subdivision, other City development regulations, and the recommended conditions to plat approval demonstrates that adequate provisions will have been made for the public health, safety, and general welfare, as well as for traffic and circulation and other relevant facilities as required by RCW 58.17.110.

14. Pursuant to SEPA Rules (WAC 197-11) and the City of Tacoma's SEPA Procedures, the Director of the DPW has issued a Determination of Environmental Nonsignificance (DNS) for the proposed action on October 16, 2007. The determination was based on a site survey, a review of the applicant's Environmental Checklist, and other supporting information on file with the DPW. No appeal was taken from the Director of the DWP’s environmental determination.

15. The DPW Preliminary Report, as entered into this record as Exhibit 1, accurately describes the proposal, general and specific facts about the site, applicable sections of the Generalized Land Use Plan (GLUP), and applicable regulatory codes. The report is incorporated herein by reference as though fully set forth.

16. Written notice of the public hearing has been mailed to all property owners of property within 400 feet of the site on August 31, 2007. A public notice sign has been posted on the site and notice of hearing was published in a newspaper of general circulation.

17. Any conclusion hereinafter stated which may be deemed to be a finding herein is hereby adopted as such. CONCLUSIONS:

1. The Hearing Examiner has jurisdiction over the parties and subject matter in this proceeding. See Tacoma Municipal Code (TMC) 1.23.050.B.1


2. RCW 58.17, Subdivision Act, provides that in reviewing subdivision proposals, local governments must determine if appropriate provisions are made for necessary services and infrastructures to support the development and whether the public interest would be served by such subdivision. See RCW 58.17.110.

3. Further, RCW 36.70.B.030 and RCW 36.70B.040 provide in pertinent part:

1) Fundamental land use planning choices made in adopted comprehensive plans and development regulations shall serve as the foundation for project review. . .

2) . . .at a minimum such applicable regulations or plans shall be determinative of the “(a) type of land uses permitted at the site including uses that may be allowed under certain circumstances, such as planned unit developments and conditional and special uses, if the criteria for their approval has been satisfied; (b) density of residential development in urban growth areas; and (c) availability and adequacy of public facilities identified in the comprehensive plans, if the plan or development regulations provide for funding of these facilities as required by Chapter 36.70A RCW.

3) During project review, the local government or any subsequent reviewing body shall not reexamine alternatives or to hear appeals on the items identified in Subsection (2) of this section, except for issues of code interpretation. . .

4. Thus, under the foregoing statutory provisions, the relevant inquiries to be made in reviewing a preliminary plat proposal are whether the findings required at RCW 58.17.110 can be made and whether the proposal conforms to local comprehensive plan provisions and development regulations, including zoning and platting requirements.

5. TMC 13.04.140.B authorizes the designation of an “officially approved accessway” to serve lots within a proposed subdivision in lieu of standard street access, provided such access conforms to enumerated standards. The facts set forth herein (Findings 2 and 9) demonstrate consistency with the requirements for an “officially approved accessway.”

6. Findings, based upon substantial evidence in the record, support a conclusion that the preliminary plat proposed conforms to the requirements of RCW 58.17 and is consistent with the City’s comprehensive land use plan and development regulations, provided the conditions enumerated herein are imposed and complied with by the applicant.

7. Accordingly, the requested preliminary plat should be approved, subject to the following conditions:

A. SPECIAL CONDITIONS:

1. GRADING AND EROSION CONTROL

a. Grading and erosion control plans shall be provided and approved prior to any grading in excess of 50 cubic yards taking place on the site.


b. Provisions shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it should be cleaned every day by shoveling or sweeping. Water cleaning should only be done after the area has been shoveled or swept.

c. The grading plan shall be reasonably consistent with the proposed topography and amounts of on-site material to be used to balance the site as represented by the applicant at the time of preliminary plat.

d. At the request of the Building Official or designated representative, the project development proponent shall submit a record “as-built” drawing of the final grade and site elevations to the Building and Land Use Services Division prior to final plat approval to ensure the final grades and elevations on the site are reasonably consistent with the topography proposed at the time of preliminary plat.

e. Should grading of the site be proposed to occur during the winter months, the grading and erosion control plan shall include a winter grading and erosion control plan. The winter grading and erosion control plan shall comply with all requirements of the International Building Code and applicable amendments as adopted under Ordinance No. 27231 passed on May 4, 2004.

f. A "Grading Plan" and an "Erosion Control Plan", which complies with the requirements of the May 4, 2004 Ordinance No. 27231, must be submitted and approved by the City of Tacoma prior to commencing site work. A preconstruction meeting shall be held and appropriate permits issued prior to any clearing or grading taking place on the site. The proponent shall grade the site to drain toward the street or provide adequate measures for each lot to prevent the discharge of surface and storm water drainage onto private property, except for areas needed to maintain hydrology to the Critical Areas. Graded areas that are not to be immediately improved shall be hydroseeded to prevent surface water runoff from carrying silt and debris into the drainage system and onto private property. It shall be the proponent’s responsibility to maintain the erosion control facilities in a manner acceptable to the City Engineer until building permit applications have been submitted on all lots within the subdivision.

The grading and erosion control plans shall include, at a minimum, the following primary measures to limit the adverse impacts of the project upon the off-site drainage system:

1) Stabilization of construction access to the project with a quarry rock pad.

2) Delineation of clearing limits.

3) Accurately continuing the topography at least 50 feet beyond the property boundaries of the subject site.

4) A proposed construction phasing plan that will ensure erosion control measures will be installed before (and adjusted and maintained during) grading is performed and that grading will be performed immediately prior to commencing construction of permanent improvements, or only as needed.


5) Measures to provide settlement and/or filtration of sediment prior to discharge. These measures must be either a sediment trap or sediment pond, depending on tributary area, augmented by other measures such as filter fabric fencing for small areas.

6) Re-vegetation of disturbed areas as soon as practical following grading. Graded areas, especially on the slope, shall be permanently stabilized with hydroseed, or other measures acceptable to the City Engineer.

g. Unless extraordinary circumstances exist, no clearing or grading shall be done other than that required to construct streets and utilities until storm drainage facilities are in place.

h. All grading and filling of land must utilize only clean ill, i.e., dirt or gravel. All other materials, including waste concrete and asphalt, are considered to be solid waste and permit approval must be obtained through the Tacoma-Pierce County Health Department prior to filling.

2. STORM AND SANITARY SEWERS

a. Any utility construction, relocation, or adjustment costs shall be at the applicant's expense.

b. Each lot shall have an independent, gravity connection to the City sanitary sewer at the building construction stage. Permits for this work shall be obtained.

c. The City sanitary sewer shall be extended to serve the project site through the City's work order process. To start the work order, Dan Handa, Public Works Department Construction Division shall be contacted at (253) 591-5765. Sanitary sewer plans shall be prepared by a licensed civil engineer registered in the state of Washington, per City standards, and shall be submitted to the Public Works Department Construction Division for approval.

d. All storm drainage from roofs, driveways, access ways, and other surface drainage shall be collected on site and conveyed to the City storm system using methods and materials acceptable to the Public Works Department.

e. The storm sewer shall be extended to serve the project site and the required private street improvements through the City's work order process. To start the work order, please contact Dan Handa, Public Works Construction Division at (253) 591-5765. Storm sewer plans shall be prepared by a licensed civil engineer registered in the state of Washington, per City standards, and shall be submitted to the Public Works Department Construction Division for approval.

f. If this project totals 10,000 square feet or more of new effective impervious surface in a threshold discharge area, the applicant shall also submit with the grading plan a ¼-mile downstream hydraulic analysis of the City storm sewer system. The requirements for this analysis can be found in Volume I, Section 3.6 of the City of Tacoma Surface Water Management Manual. If the City storm system does not have adequate capacity to convey storm drainage from the fully developed basin, the applicant shall provide on-site detention or some acceptable means of resolving


the downstream capacity problem. Effective impervious surface created offsite as a result of this project shall count toward the effective impervious surface total.

g. Projects totaling 5,000 square feet or more of effective pollution-generating impervious surface within a threshold discharge area shall be required to construct stormwater treatment facilities. Commonly used stormwater treatment facilities include biofiltration, wet ponds/vaults, or a combination of such devices. Due to any number of site-specific conditions, the selection of an appropriate stormwater treatment facility is the responsibility of the project engineer and shall be based on Volume V, Chapter 2 of the City of Tacoma Surface Water Management Manual. Pollution-generating impervious surfaces created and/or replaced offsite as a result of this project shall count toward the pollution-generating impervious surface total.

h. A plat storm drainage plan shall be prepared detailing how storm drainage from roofs, driveways, access ways, and other surfaces will be collected and conveyed to the City storm system. Storm drainage plans shall be prepared by a licensed civil engineer registered in the state of Washington, per City standards, and shall be submitted to the Public Works Department, Environmental Services Engineering Division for approval. Any improvements to the City storm sewer system will require a separate permit or work order.

i. Any private storm drainage system serving multiple lots shall require a Covenant and Easement Agreement for maintenance and access.

j. All easements required for public sanitary sewer extensions shall be granted to the City of Tacoma and be prepared by the City of Tacoma Public Works, Real Property Services Department. The recording numbers shall be inked on the plat Mylars prior to recording of the plat. The applicant shall contact the Department of Public W, Real Property Services Division to prepare the easement for recording during the work order process.

k. Modifications to the lot layout and/or a reduction in number of available building lots may be necessary as a result of any stormwater detention facilities that may be required due to plat conditions or capacity problems in the City storm sewer system. All detention facilities shall be located in a separate tract dedicated to an association.

l. Please have the following warning statement drafted on the plat plan:

WARNING: This plat contains a private storm drainage system. Private storm drainage systems are the sole responsibility of the owners, successors and assignees of all lots being served by the private storm system. Responsibility includes, but is not limited to, constructing, maintaining, and allowing City inspection of the private storm system in accordance with a separately recorded covenant and easement document.

No permanent structure(s) shall be erected within the easement area(s). Permanent structures shall mean any concrete foundation, concrete slab, wall, rockery, pond, stream, building, deck, overhanging structure, fill material, tree, recreational sport court, carport, shed, private utility, fence, or other site improvement that restricts or


unreasonably interferes with the need to access or construct utilities in said easement(s). Permanent structures shall not mean improvements such as flowers, ground cover and shrubs less than 3-feet in height, lawn grass, asphalt paving, gravel, or other similar site improvements that do not prevent the access of men, material, and machinery across, along, and within the said easement area.

Covenant and Easement Recording No.________________________

m. No permanent structure(s) shall be erected within the public easement area(s) unless specifically approved in writing by the City of Tacoma Director of Public Works. Permanent structures shall mean any concrete foundation, concrete slab, wall, rockery, pond, stream, building, deck, overhanging structure, fill material, tree, recreational sport court, carport, shed, private utility, fence, or other site improvement that restricts or unreasonably interferes with the City of Tacoma’s access to install, construct, inspect, maintain, remove, repair and replace public sanitary sewer utilities in said easement(s). Permanent structures shall not mean flowers, ground cover and shrubs less than 3 feet in height, lawn grass, asphalt paving or gravel improvements that do not prevent the access of men, material, and machinery across, along and within the said easement area. Land restoration by the City within the said easement area due to the construction, shall mean planting grass seed or grass sod, asphalt paving and gravel unless otherwise determined by the City of Tacoma.

3. PROTECTION OF ADJACENT PROPERTIES

a. With the development of the project, the proponent shall be responsible for adverse impacts to other property abutting the project. The project shall be designed to mitigate impacts including, but not limited to, discontinuities in grade, abrupt meet lines, access to driveways and garages, and drainage problems. Slopes shall be constructed with cuts no steeper than 1-1/2:1, and fills no steeper than 2:1, except where more restrictive criteria is stipulated by the soils engineer. When encroaching on private property, the project engineer shall be responsible to obtain a construction permit from the property owner. The design shall be such that adverse impacts are limited as much as possible. When they do occur, the project engineer shall address them.

4. STREETS, DRIVEWAYS AND SIDEWALKS

a. All damaged or defective sidewalk abutting the site along East Portland Avenue shall be removed and new cement concrete sidewalk constructed in its place to the approval of the City Engineer.

b. Cement concrete sidewalk shall be constructed along one side of the 52-foot wide private access easement and around the proposed cul-de-sac, to the approval of the City Engineer.

c. A graded/graveled pedestrian walkway, a minimum of 4 feet in width, shall be constructed, separated from the vehicular driving surface, on one side of the


required improvement to the access easement southwest and southeast of the proposed cul-de-sac, to the approval of the City Engineer.

d. Per RCW 35.68.075, a wheelchair ramp shall be constructed at the northwest corner of the intersection of East Portland Avenue and East 68th Street, to the approval of the City Engineer. If this ramp is not directly across from the existing ramp to the northeast corner of the intersection, then an additional ramp to the northeast may need to be installed to the approval of the City Engineer. In addition, any required crosswalk signage as required by the City Engineer shall be installed to provide a safe pathway across East Portland Avenue.

e. Cement concrete curb and gutter shall be constructed, abutting the site(s), along both sides of the proposed 52-foot wide private access way and at the cul-de-sac. The curb and gutter shall be installed at an alignment to be determined by and to the approval of the City Engineer.

f. An asphalt wedge curb shall be constructed on both sides of the paved area at the 30-foot wide private access easements connecting to the cul-de-sac. Wedge curbing shall be installed at an alignment to be determined by and to the approval of the City Engineer.

g. All damaged or defective cement concrete curb and gutter abutting the site along East Portland Avenue shall be removed and new cement concrete curb and gutter constructed in its place to the approval of the City Engineer.

h. A private access way, meeting the requirements of the Fire Code and the Solid Waste Division, shall be designed and constructed within a private access easement, a minimum of 52-feet in width, on the northerly portion of the project site from East Portland Avenue to the proposed cul-de-sac. The access way shall be constructed with an asphalt surface with a minimum width of 28 feet. The minimum roadway section shall be 3 inches of Hot Mix Asphalt PG58-22, 2½ inches of Crushed Surfacing Top Course and 5 inches of Crushed Surfacing Base Course, to the approval of the City Engineer. The private access way shall include all necessary drainage. Soil conditions may dictate that additional foundation materials are required.

i. A private access way shall be designed and constructed within a private access easement, a minimum of 30 feet in width, to serve Lots 7, 8, and 9 to the south east of the cul-de-sac and 12, 13, 14, and 15 to the southwest of the cul-de-sac. The access way shall be constructed with an asphalt surface with a minimum width of 24 feet. The minimum roadway section shall be 3 inches of Hot Mix Asphalt PG58-22, 2½ inches of Crushed Surfacing Top Course and 5 inches of Crushed Surfacing Base Course, to the approval of the City Engineer. The private access way shall include all necessary drainage. Soil conditions may dictate that additional foundation materials are required.

j. A private access way shall be designed and constructed within a private access easement, a minimum of 10 feet in width, to serve only Lot 18 northwest of the cul-de-sac. The access way shall be constructed to a minimum with a graded gravel surface. Soil conditions may dictate that additional foundation materials are required.


k. Any damage or cuts associated with the proposal to East Portland Avenue, East 68th Street, and/or the alley west of the sites, shall be maintained and repaired to existing or better conditions.

l. The type, width and location of all driveway approaches serving the site(s) shall be approved by the City Engineer.

m. No doors from any of the buildings shall open into the access easements without a minimum 36” by 36” wide protected landing meeting the requirements of the Building Code.

n. A work order for work within the right-of-way may be required by the Public Works Department. The Construction Division shall be contact at (253) 591-5760 for work order requirements.

5. STREET LIGHTING a. In accordance with TMC 13.04.165 and to ensure pedestrian and vehicle safety, the

applicant shall design and construct street lighting for the plat to the approval of the City Engineer in accordance with the Illuminating Engineering Society (IES)/ANSI Standard RP-8 Recommended Illuminance for Roadways and Pedestrian Ways. Streetlight design and construction shall be done through the City’s work order process. To initiate a work order please contact the Public Works Department, Streetlighting Section at 591-5278. Should it be determined that street lighting is adequate for the site and additional lighting is not required, the applicant shall provide written confirmation from the Public Works, Engineering Division at the time of Final Plat.

6. TACOMA POWER

a. Primary underground service within a 10-foot utility easement shall be required.

b. If overhead utility services are to be relocated, it shall be at the developer’s expense.

7. TACOMA WATER

a. TMC 12.10.045 requires a separate water service and meter for each parcel.

b. Extension of a permanent water main may be constructed by private contract. The developer of the privately financed project shall be responsible for all costs and expenses incurred by Tacoma Water for preparation of plans and specifications, construction inspection, testing, flushing, sampling of the mains, and other related work necessary to complete the new water main construction to Tacoma Water standards and specifications. The engineering charge for the preparation of plans and specifications shall be estimated by Tacoma Water. The developer shall be required to pay a deposit in the amount of the estimated cost. The actual costs for the work shall be billed against the developer’s deposit. The new mains shall be installed by and at the expense of the developer. The developer shall be required to provide a 20-foot wide easement over the entire length of the water main, fire hydrant, service laterals and meters. The developers Professional Land Surveyor shall prepare and submit the legal description of the easement to Tacoma Water for


review and processing. Prior to construction, a second deposit in the estimated amount for construction inspection, testing, and sampling shall be due to Tacoma Water. Upon completion of the project, the developer will either be refunded the unused amount of the deposit or billed the cost overrun. Approximate design time is ten weeks.

c. If the roadways within the proposed plat will be private, Tacoma Water requires that the owners put the following dedication on the plat:

“We dedicate to the City of Tacoma, Department of Public Utilities Water Division, DBA Tacoma Water, a perpetual easement with a right of entry and continued access for the construction, improvement, maintenance and repair of water mains and other appurtenances over, under, and across the private roads shown on the face of this plat.”

d. The customer shall obtain private utility easements for any property-side water pipes leading from the City meter to the building on any portion(s) existing on adjacent parcels.

e. If fire sprinklering, the Tacoma Water Permit Counter shall be contacted at (253) 502-8247, for policies related to combination fire/domestic water service connections.

f. New water services shall be installed by Tacoma Water after payment of the Service Construction Charge and the Water Main Charge. New meters shall be installed by Tacoma Water after payment of the System Development Charge.

g. If a new fire hydrant is required at a location with an existing water main, the hydrant shall be installed by Tacoma Water after payment of an installation charge.

h. If existing water facilities need to be relocated or adjusted due to street improvements for this proposal, they shall be relocated by Tacoma Water at the owner’s expense.

i. Sanitary sewer mains and sidesewers shall maintain a minimum horizontal separation of ten feet from all water mains and water services. When extraordinary circumstances dictate the minimum horizontal separation is not achievable, the methods of protecting water facilities shall be in accordance with the most current State of Washington, Department of Ecology “Criteria for Sewage Works Design”.

8. FIRE PROTECTION

a. The water main shall be extended and a hydrant shall be added along the cul-de-sac of the proposed access road.

9. SOLID WASTE SERVICE

a. All solid waste/recycle collection shall be at the curb on the 52-foot private

road and on the cul-de-sac at locations designated by Solid Waste Management staff.


b. Services for Los 7, 8, 9, 13, 14 and 15 shall be at the curb on the cul-de-sac.

c. There shall be no parking on the private drive on collection day(s).

10. MISCELLANEOUS a. Prior to obtaining building or grading permits, the proponent shall contact

the appropriate City departments to make the necessary arrangements for all required improvements. The required departmental approvals shall be acquired from, but not necessarily limited to, Tacoma Power (352) 383-2471, Tacoma Water (253) 383-2471, and Public Works (253) 591-5525.

b. The basis of bearing for the final plat shall conform to the City of Tacoma grid system. Coordinates for all lot corners and angle points shall be submitted with the final plat on the NAD 83 WASHINGTON STATE PLANE South Zone Grid System. Mylar size shall be 18 inches by 24 inches.

c. The final plat shall be submitted with a section breakdown from the land surveyor. The final plat shall agree with and be compatible with existing facilities and rights-of-way within the area.

d. Per TMC 13.04, rebar shall be installed at all lot corners. Plat monuments shall be set at all perimeter boundary locations and street monuments shall be set in all necessary locations meeting the approval of the City Engineer.

e. The final plat shall incorporate lot/block numbers and a house numbering system to the approval of the City Engineer.

f. As part of the final plat submittal, a 100 feet to the inch scale final plat map shall be provided to the BLUS Division.

g. If improvements required prior to final plat approval are not constructed prior to final plat approval, such improvements shall be bonded for or an assignment of funds given meeting the approval of the City Attorney to guarantee that all required improvements will be designed and constructed. This is required if the applicant wishes to proceed with the final plat prior to the physical construction of those conditions. If conditions are to be bonded for, the applicant shall post the necessary bond at the time of, or prior to filing for final plat approval, and the following warning statement shall be incorporated on the plat map page, or additional page, of the final plat: WARNING: Purchasers of the lots herein are advised that the City of Tacoma holds certain financial guarantees to insure completion of certain improvements and utilities, including but not limited to sanitary, road and storm facilities, power, water and street lights. Purchasers are advised that building permits may not be issued until these improvements are completed.


Should these improvements/utilities not be completed, the City of Tacoma reserves the right to enter the property to complete these improvements and to seek reimbursement via the aforementioned financial guarantees or through other remedies at law, and the property grantor, heirs, owners, executors, successors or assigns shall save the City harmless from any damage that may be suffered by said re-entry and construction upon said premises.

h. In accordance with TMC 13.04.260, the developer shall pay a fee of $25.00

per lot to the Metropolitan Park District prior to the issuance of final plat approval. Proof of payment shall be provided to the BLUS Division.

i. No vehicles shall be parked within the driveway approach area, serving the onsite garages, in a manner that either blocks or overhangs the public sidewalk or public/private accessways.

j. A homeowner’s association or similar mechanism shall be established for the maintenance of the common areas and facilities within the development, including private roadways. Prior to the approval of the final plat, draft documents establishing the entity responsible for maintaining these common areas and facilities shall be submitted to the City of Tacoma.

k. Property owners, design professionals, and contractors are encouraged to consider how building materials might be salvaged and reused. Doors, windows, cabinets and other valuable fixtures may be salvaged for reuse prior to demolition. Local salvage and reuse organizations provide services to evaluate, remove, and re-sell used building materials. For assistance in finding local reuse and recycling options for building materials, Dan Farrell shall be contacted at (360) 407-6084.

l. Property owners, developers, and contractors are encouraged to recycle all possible leftover construction, demolition, and land clearing (CDL) materials and reduce waste generated. Recycling construction debris is often less expensive than landfill disposal. The Dept. of Ecology’s 1-800-RECYCLE hotline shall be contacted for facilities in the area that will accept your CDL materials for reuse or recycling.

m. If greater than 250 cubic yards of inert, demolition, and/or wood waste is used as fill material, a solid waste handling permit shall be required from the local jurisdictional health department. Standards apply as defined by Washington Administrative Code (WAC) 173-350-990-Criteria for Inert Waste.

n. Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and WAC 173-201A, Water Quality Standards for Surface Waters of the State of


Washington, and is subject to enforcement action.

o. Erosion control measures shall be in place prior to any clearing, grading, or construction. These control measures shall be effective to prevent stormwater runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay particles, and soil will damage aquatic habitat and are considered to be pollutants.

p. Proper disposal of construction debris shall be on land in such a manner that debris cannot enter the storm drains draining to waters of the state or cause water quality degradation of state waters.

q. During construction, all releases of oils, hydraulic fluids, fuels, other petroleum products, paints, solvents, and other deleterious materials must be contained and removed in a manner that shall prevent their discharge to waters and soils of the state. The cleanup of spills shall take precedence over other work on the site.

r. Soil in stockpiles shall be stabilized or protected with sediment-trapping measures to prevent soil loss. All exposed areas of final grade or areas that are not scheduled for work, whether at final grade or otherwise, shall not remain exposed and un-worked for more than two days, between October 1 and April 30. Between May 1 and September 30, no soils shall remain exposed and un-worked for more than 7 days.

s. Clearing limits and/or any easements or required buffers shall be identified and marked in the field, prior to the start of any clearing, grading, or construction. Some suggested methods are staking and flagging or high visibility fencing.

t. A permanent vegetative cover shall be established on denuded areas at final grade if they are not otherwise permanently stabilized.

u. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition through the use of buffers or other perimeter controls, such as filter fence or sediment basins.

v. All types of sediment control, such as sediment ponds or traps, shall be constructed as a first step in grading and be made functional before any upslope disturbance takes place.

w. All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24-hour design storm without eroding.

x. Provisions shall be made to minimize the tracking of sediment by construction vehicles onto paved public roads. If sediment is deposited, it shall be cleaned every day by shoveling or sweeping. Water cleaning shall


only be done after the area has been shoveled out or swept.

y. Wash water from paint and wall finishing equipment shall be disposed of in a way which will not adversely impact waters of the state. Untreated disposal of this wastewater is a violation of State Water Quality laws and statutes and as such, would be subject to enforcement action.

z. Coverage under the National Pollution Discharge Elimination System (NPDES) and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activities is required for construction sites which disturb an area of one acre or more and which have or will have a discharge of stormwater to surface water or a storm sewer.

aa. Asbestos containing material shall be removed prior to demolition and disposed in accordance with the requirements of the Puget Sound Clean Air Agency, Washington State Department of Labor and Industries and the Tacoma-Pierce County Health Department prior to filling.

bb. All demolition material, including but not limited to, wood waste, sheetrock, roofing material, and concrete, shall go to a licensed solid waste handling or disposal facility.

cc. All wells that will not be included in the public water system for this project must be property “Decommissioned” per WAC (173-160) prior to final application approval. The Tacoma-Pierce County Health Department shall be contacted 48 hours prior to any decommissioning activity at the site. Rick Dickerson shall be contacted at (253) 798-2885, Tacoma-Pierce County Health Department for further information regarding decommissioning wells.

Special Note: The proponent shall understand that it is their responsibility to closely review the Zoning and Platting sections of the TMC and, specifically, the "Preliminary Plat Procedure," and the "Final Plat Procedure," Chapter 13.04.100. This is to alert the proponent that if specific dates are not met and if specific items are not filed on time with the appropriate departments, their plat will become null and void.

B. USUAL CONDITIONS:

1. THE DECISION SET FORTH HEREIN IS BASED UPON REPRESENTATIONS MADE AND EXHIBITS, INCLUDING DEVELOPMENT PLANS AND PROPOSALS, SUBMITTED AT THE HEARING CONDUCTED BY THE HEARING EXAMINER. ANY SUBSTANTIAL CHANGE(S) OR DEVIATION(S) IN SUCH DEVELOPMENT PLANS, PROPOSALS, OR CONDITIONS OF APPROVAL IMPOSED SHALL BE SUBJECT TO THE APPROVAL OF THE HEARING EXAMINER AND MAY REQUIRE FURTHER AND ADDITIONAL HEARINGS.


2. THE AUTHORIZATION(S) GRANTED HEREIN IS/ARE SUBJECT TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES. COMPLIANCE WITH SUCH LAWS, REGULATIONS, AND ORDINANCES ARE CONDITIONS PRECEDENT TO THE APPROVALS GRANTED AND ARE CONTINUING REQUIREMENTS OF SUCH APPROVALS. BY ACCEPTING THIS/THESE APPROVALS, THE APPLICANT REPRESENTS THAT THE DEVELOPMENTS AND ACTIVITIES ALLOWED WILL COMPLY WITH SUCH LAWS, REGULATIONS, AND ORDINANCES. IF, DURING THE TERM OF THE APPROVALS GRANTED, THE DEVELOPMENTS AND ACTIVITIES PERMITTED DO NOT COMPLY WITH SUCH LAWS, REGULATIONS, OR ORDINANCES, THE APPLICANT AGREES TO PROMPTLY BRING SUCH DEVELOPMENTS OR ACTIVITIES INTO COMPLIANCE.

8. Any conclusion herein which may be deemed a finding is hereby adopted as such. DECISION: The requested preliminary plat is hereby granted, subject to the conditions set forth in Conclusion 7 herein. DATED this 12th day of December, 2007.

RODNEY M. KERSLAKE, Hearing Examiner

NOTICE Pursuant to RCW 36.70B.130, you are hereby notified that affected property owner(s) receiving this notice of decision may request a change in valuation for property tax purposes consistent with Pierce County’s procedure for administrative appeal. To request a change in value for property tax purposes, you must file with the Pierce County Board of Equalization on or before July 1st of the assessment year or within 30 days of the date of notice of value from the Assessor-Treasurer’s Office. To contact the board, call 253-798-7415 or www.co.pierce.wa.us/boe.


N O T I C E

RECONSIDERATION/APPEAL OF EXAMINER’S DECISION RECONSIDERATION: Any aggrieved person or entity having standing under the ordinance governing the matter, or as otherwise provided by law, may file a motion with the office of the Hearing Examiner requesting reconsideration of a decision or recommendation entered by the Examiner. A motion for reconsideration must be in writing and must set forth the alleged errors of procedure, fact, or law and must be filed in the Office of the Hearing Examiner within l4 calendar days of the issuance of the Examiner's decision/recommendation, not counting the day of issuance of the decision/recommendation. If the last day for filing the motion for reconsideration falls on a weekend day or a holiday, the last day for filing shall be the next working day. The requirements set forth herein regarding the time limits for filing of motions for reconsideration and contents of such motions are jurisdictional. Accordingly, motions for reconsideration that are not timely filed with the Office of the Hearing Examiner or do not set forth the alleged errors shall be dismissed by the Examiner. It shall be within the sole discretion of the Examiner to determine whether an opportunity shall be given to other parties for response to a motion for reconsideration. The Examiner, after a review of the matter, shall take such further action as he/she deems appropriate, which may include the issuance of a revised decision/recommendation. (Tacoma Municipal Code 1.23.140) APPEAL TO SUPERIOR COURT OF EXAMINER’S DECISION:

N O T I C E Pursuant to the Official Code of the City of Tacoma, Section 1.23.160, the Hearing Examiner's decision is appealable to the Superior Court for the State of Washington. Any court action to set aside, enjoin, review, or otherwise challenge the decision of the Hearing Examiner shall be commenced within 21 days of the entering of the decision by the Examiner, unless otherwise provided by statute. RECONSIDERATION/APPEAL TO SUPERIOR COURT 7/11/00

Devonshire PlatLot Closure Calculations

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Lot name: 1

North: 684606.4248 East: 1166145.6522Line Course: N 03-17-51 E Length: 160.09 North: 684766.2498 East: 1166154.8606Line Course: N 88-43-05 W Length: 97.40 North: 684768.4288 East: 1166057.4850Line Course: S 01-51-57 W Length: 160.00 North: 684608.5137 East: 1166052.2756Line Course: S 88-43-05 E Length: 93.40 North: 684606.4241 East: 1166145.6522

Perimeter: 510.89 Area: 15,263 sq.ft. 0.35 acres

Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0007 Course: S 01-15-22 W Error North: -0.00074 East: -0.00002Precision 1: 693,044.14

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Lot name: 2

North: 684768.4295 East: 1166057.4872Line Course: N 88-43-05 W Length: 50.01 North: 684769.5484 East: 1166007.4897Line Course: S 01-51-57 W Length: 160.00 North: 684609.6332 East: 1166002.2803Line Course: S 88-43-05 E Length: 50.01 North: 684608.5144 East: 1166052.2778Line Course: N 01-51-57 E Length: 160.00 North: 684768.4295 East: 1166057.4872


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East: 0.00000Precision 1: 420,020,000.00


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Lot name: 3




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Lot name: 4

North: 684771.8179 East: 1165906.0699Line Course: S 00-50-39 W Length: 160.00 North: 684611.8353 East: 1165903.7126Line Course: S 88-43-05 E Length: 48.58 North: 684610.7485 East: 1165952.2805Line Course: N 01-51-57 E Length: 160.00 North: 684770.6636 East: 1165957.4899Line Course: N 88-43-05 W Length: 51.44 North: 684771.8145 East: 1165906.0628




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Lot name: 5




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Lot name: 6

North: 684772.9367 East: 1165856.0736Line Course: N 88-43-04 W Length: 78.78 North: 684774.6996 East: 1165777.3133Line Course: S 01-16-55 W Length: 67.47 North: 684707.2465 East: 1165775.8038Line Course: S 26-03-08 E Length: 64.75 North: 684649.0755 East: 1165804.2414Line Course: S 88-43-05 E Length: 50.00 North: 684647.9569 East: 1165854.2289Line Course: N 00-50-39 E Length: 124.99 North: 684772.9333 East: 1165856.0703




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Lot name: 7

North: 684611.8389 East: 1165903.7128Line Course: N 00-50-39 E Length: 35.01 North: 684646.8451 East: 1165904.2286Line Course: N 88-43-05 W Length: 100.01 North: 684649.0826 East: 1165804.2436Line Course: S 01-51-56 W Length: 50.00 North: 684599.1091 East: 1165802.6159Line Course: S 88-43-05 E Length: 100.63 North: 684596.8578 East: 1165903.2207Line Course: N 01-51-57 E Length: 15.00 North: 684611.8498 East: 1165903.7091


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0115 Course: N 18-42-24 W Error North: 0.01088 East: -0.00368Precision 1: 26,178.01

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Lot name: 8





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Lot name: 9




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Lot name: 10

North: 684775.8976 East: 1165723.7597Line Course: S 01-16-55 W Length: 55.00 North: 684720.9114 East: 1165722.5292Line Course: S 04-12-59 E Length: 55.00 North: 684666.0603 East: 1165726.5730Line Course: S 19-08-40 E Length: 69.62 North: 684600.2906 East: 1165749.4050Line Course: S 88-43-05 E Length: 53.23 North: 684599.0997 East: 1165802.6216Line Course: N 01-51-56 E Length: 50.00 North: 684649.0732 East: 1165804.2494Line Course: N 26-03-08 W Length: 64.75 North: 684707.2443 East: 1165775.8118Line Course: N 01-16-55 E Length: 67.47 North: 684774.6974 East: 1165777.3213Line Course: N 88-43-07 W Length: 53.57 North: 684775.8953 East: 1165723.7647


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0054 Course: S 64-54-37 E Error North: -0.00231 East: 0.00493Precision 1: 86,014.25


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Lot name: 11

North: 684535.3235 East: 1165747.2877Line Course: N 01-51-57 E Length: 65.00 North: 684600.2891 East: 1165749.4041Line Course: N 19-08-40 W Length: 69.62 North: 684666.0587 East: 1165726.5721Line Course: N 04-12-59 W Length: 55.00 North: 684720.9099 East: 1165722.5283Line Course: S 58-32-54 W Length: 27.99 North: 684706.3053 East: 1165698.6506Line Course: S 04-12-59 E Length: 36.24 North: 684670.1633 East: 1165701.3151Line Course: S 01-52-10 W Length: 133.79 North: 684536.4446 East: 1165696.9506Line Course: S 88-43-05 E Length: 50.35 North: 684535.3181 East: 1165747.2880



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Lot name: 12

North: 684536.4499 East: 1165696.9531Line Course: N 01-52-10 E Length: 133.79 North: 684670.1687 East: 1165701.3177Line Course: N 04-12-59 W Length: 36.24 North: 684706.3106 East: 1165698.6532Line Course: S 58-32-54 W Length: 55.22 North: 684677.4980 East: 1165651.5461Line Course: S 01-52-27 W Length: 140.00 North: 684537.5729 East: 1165646.9674Line Course: S 88-43-05 E Length: 50.00 North: 684536.4542 East: 1165696.9549


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0047 Course: N 22-08-37 E Error North: 0.00434 East: 0.00177Precision 1: 88,596.11


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Lot name: 13




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Lot name: 14





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Lot name: 15

North: 684629.4866 East: 1165535.8881Line Course: S 88-43-05 E Length: 114.03 North: 684626.9355 East: 1165649.8895Line Course: N 01-52-27 E Length: 50.59 North: 684677.4984 East: 1165651.5440Line Course: N 88-43-05 W Length: 114.04 North: 684680.0497 East: 1165537.5326Line Course: S 01-51-46 W Length: 50.59 North: 684629.4865 East: 1165535.8881


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0001 Course: S 27-01-09 E Error North: -0.00010 East: 0.00005Precision 1: 2,816,157.36

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Lot name: 16

North: 684678.9272 East: 1165587.5224Line Course: S 88-43-05 E Length: 64.04 North: 684677.4945 East: 1165651.5464Line Course: N 58-32-54 E Length: 83.21 North: 684720.9117 East: 1165722.5312Line Course: N 01-16-55 E Length: 30.00 North: 684750.9042 East: 1165723.2024Line Course: S 54-33-59 W Length: 41.81 North: 684726.6645 East: 1165689.1361Line Course: N 88-43-05 W Length: 100.00 North: 684728.9017 East: 1165589.1611Line Course: S 01-52-10 W Length: 50.00 North: 684678.9283 East: 1165587.5300


Mapcheck Closure - (Uses listed courses, radii, and deltas)Error Closure: 0.0077 Course: N 81-39-46 E Error North: 0.00112 East: 0.00762Precision 1: 47,920.66


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Lot name: 17

North: 684728.9006 East: 1165589.1535Line Course: S 88-43-05 E Length: 100.00 North: 684726.6634 East: 1165689.1285Line Course: N 54-33-59 E Length: 41.81 North: 684750.9031 East: 1165723.1948Line Course: N 01-16-55 E Length: 25.00 North: 684775.8968 East: 1165723.7541Line Course: N 88-43-05 W Length: 133.01 North: 684778.8726 East: 1165590.7774Line Course: S 01-52-10 W Length: 50.00 North: 684728.8992 East: 1165589.1463



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Lot name: 18

North: 684680.0459 East: 1165537.5323Line Course: S 88-43-05 E Length: 50.00 North: 684678.9273 East: 1165587.5198Line Course: N 01-52-10 E Length: 100.00 North: 684778.8741 East: 1165590.7820Line Course: N 88-43-05 W Length: 50.00 North: 684779.9927 East: 1165540.7945Line Course: S 01-52-10 W Length: 100.00 North: 684680.0459 East: 1165537.5323




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Lot name: TOTAL

North: 684606.4248 East: 1166145.6522Line Course: N 03-17-51 E Length: 160.09 North: 684766.2498 East: 1166154.8606Line Course: N 88-43-05 W Length: 614.22 North: 684779.9913 East: 1165540.7944Line Course: S 01-52-10 W Length: 240.00 North: 684540.1190 East: 1165532.9651Line Course: S 88-43-05 E Length: 368.23 North: 684531.8809 East: 1165901.1029Line Course: N 01-51-57 E Length: 80.00 North: 684611.8385 East: 1165903.7076Line Course: S 88-43-05 E Length: 242.00 North: 684606.4244 East: 1166145.6471



dlawrence

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dlawrence

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dlawrence

Text Box

NOTE: Director of Public Works does not sign Final Plat. Remove signature block.

dlawrence

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Note: Please include original tax parcel numbers on face of plat. The City treasurer will not sign Final Plat unless tax numbers are shown.

jwebster

Oval

jwebster

Oval

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Set monument per Standard Plan SU-02 (Precast Monument)

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Show all property corners and angle points in property line as set or found.

jwebster

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Show building setback lines on all Lots

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Monuments on the Plat Boundary must be set prior to recording of Final Plat and MAY NOT be bonded for.

jwebster

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Very small building envelope. (Observation Only)

jwebster

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Set monument per Standard Plan SU-02 (Precast Monument)

jwebster

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jwebster

Oval

jwebster

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All property corners to be shown as set or found.

jwebster

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jwebster

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jwebster

Callout

Add the bearing on this line to make each sheet stand alone

jwebster

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Set monument per Standard Plan SU-01(Poured Monument)

jwebster

Oval

jwebster

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Set monument per Standard Plan SU-01 (Poured Monument)

jwebster

Oval

jwebster

Oval

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jwebster

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jwebster

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jwebster

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Show all property corners and angle points in property line as set or found.

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