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16-102863 and 08-100329 - 2
A�kCITY OF Federal Way August 8, 2016 Jon Becker Duncanson Co. 145 SW 155"' Street, Suite 102 Seattle, WA 98166 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityofiederalway.. com Jim Ferrell, Mayor Via email: jonb@duncansonco.com RE: File #16-102863-00-SU; FINAL PLAT TECHNICAL REVIEW COMMENTS Norpoint Heights Final Plat Review, Federal Way Dear Mr. Becker: The Department of Community Development Services received your final plat application al June 10, 2016, for the Norpoint Heights Final Plat, a 14-lot subdivision in Federal Way. Upon receipt of the application, city staff reviewed the submittal packet for completeness based on the final plat submittal requirements For subdivisions tinder Fecleral TVay Revisecl Cade (FWRC) l 8.40.020 "Final Plat." INCOMPLETE APPLICATION On July, 6, 2016, the final plat application was deemed incomplete based on the two bullet items below. Substantial Completion of Construction — The plat infrastructure is not yet substantially complete. The project infrastructure must be substantially complete prior to moving the plat forward for City Council review. Contact Engineering Plans Reviewer Kevin Peterson at 253- 835-2734, or keyill- etersonae ciivoffederalway.corn regarding this comment. 0 Lakehaven Utility Districl Substatiticrl Completion — The applicant has not completed the necessary water and/or sewer facility construction; nor submitted to Lakehaven an application for substantial completion of such construction as necessary to be able to determine the applicant's requirements for subdivision acceptance. The applicant will need to either complete the necessary water and/or- sewer facility construction, or submit application for substantial completion of such facilities to Lakehaven. Contact Brian Asbury with the Lakehaven Utility District at 253-945-1580, or basbury cQlakehaven.ore, regarding this comment. TECHNICAL COMMENTS The following comments represent the city's initial review of the final plat submittal. Please provide the following information as soon as possible in order to further process the final plat application. Please revise the final plat documents in accordance with the following comments and resubmit five sets of paper copies of the revised final plat drawings and four copies of any supporting documents along with the enclosed resubmittal form. l • Lots 8, 9 and 10; are all undersized and must be a minimum lot size of 7,200 square feet in order to meet the underlying zoning. The northern portion of the property is zoned RS 5.0 and the southern part of the site is zoned RS 7.2. The northern portion of the site is zoned RS 7.2 from approximately Mr. Becker August 8.2016 Page 2 the location of the southern proposed lot lines of lots 8 and 12, to the north property line of the site. The remaining southern portion of the site is zoned RS 5.0. 2. Addresses must be included oil the final plat map per FWRC 18.40.020(1) (m). Below is a list of addresses for the lots as prepared by the City Building Division. Add these addresses to the face of the plat map either in a table or on each lot. Also add the following note regarding addresses: "any addresses shown are preliminary only and subject to change." Lot 1 2613 SW 353`d Place Lot 2 2605 SW 353rd Place Lot 3 2555 SW 353rd Place Lot 4 2553 SW 353rd Place Lot 5 2549 SW 353`d Place Lot 6 2547 SW 353d Place Lot 7 2545 SW 353Place Lot 8 2541 SW 353'd Place Lot 9 2537 SW 353" Place Lot 10 2535 SW 353`d Place Lot 11 2534 SW 353"' Place Lot 12 2538 SW 353rd Place Lot 13 2606 SW 353W Place Lot 14 2614 SW 353rd Place ;. FWRC 18.40.020(1)(x): According to the preliminary plat staff report, the applicant proposed to snake a fee- in-Iieti-of-payment ral Seorv�iofthees approvedsalsite area asat request. vided in the FWRC. The Director of Parks, Recreation, and C Tracts A, B and F will qualify as open space per FWRC 18.55.060 and represent approximately two percent of the required minimum 15 percent open space (2,705 square feet). The two percent figure is approximate, as I was unable to find the precise total parcel size oil the plat snap. A final precise lot size and open space calculation will need to be submitted. Therefore, the remaining balance of approximately 13 percent of the site must be paid as Fee - in -lieu of on -site open space. Provide the 2016 tax assessor staternent, and the fee -in -lieu amount will be approximately 13 percent of the assessed land value. This amount must be paid to the City prior to final plat approval. Per FWRC 19.100.070(1) (b), the applicant leas the option of deferring the open space fee -in -lieu payment. Open space 'fee -in -lieu inay be deferred, but shall be paid no later than the closing of sale of each individual house or five years from deferment of the fee, whichever is earlier. Covenants prepared by the city shall be recorded at the applicant's expense on each lot at the time of plat recording to enforce payment of deferred fees. The 'fee shall be calculated at the time of plat recording and divided equally among all newly created lots. Please inform the city if the open space fee deferment option is desired, as the city will need to prepare the covenants in this case. If you choose not to defer payment, then the payment is due prior to final plat approval. Doc I D 743.31 IG-10'_SG3 Mr. Becher August S. 2016 Page 3 4. Pursuant to the concurrency permit file no. 08-10033 i -CN, $24,723.00 must be paid to the City prior to final plat approval. No deferral of this fee is allowed. The fee maybe slightly less than the $24,723.00 and we will let you know the final fee. 5. School impact fees are required to be paid at the time of individual building permit issuance. City staff anticipates that a fee deferral system for school impact fees will be adopted by the City Council in the next couple of weeks. If this fee deferral program is adopted, then upon developer request, deferral of these school impact fees may be available to the point of final building permit inspection or 180 days from the date of pen -nit issuance, whichever is sooner. 6. Contact me at iitn.harris cf�7r eitvoffederalwa .cam or 253-835-2652 for inspection of the landscaping in the tracts A and B and the fence along Norpoint Way. 7. The Public Works Department will inspect the street trees and landscaping in and around the stormwater drainage pond. Contact Public Works Inspector to conduct this inspection. 8. Per FWRC 18.40.020(2) (d), identify the total site acreage and square footage on the face of the plat map. 9. If construction of a new house on the site is started before recording the plat, then the structure must be shown on the final plat map and identify actual setbacks from property lines. 10. The lot closure calculations need to be stamped and signed by a Licensed Land Surveyor. 11. Remove "Services" from CD Director Signature Block on the plat map. 12. Prior to forwarding the final plat to the City Council, please verify with King County recorder that the proposed name Norpoint Heights is available as the plat name. If this name has been previously used in King County, the County will not allow recording with this name. Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City Council's Land Use and Transportation Committee (LUTC). The LUTC will review the final plat and make a recommendation to the full City Council. The City Council will make the final decision on the plat application at a regular City Council meeting. Please be advised that staff reports to the City Council and council committees are required to be prepared approximately two weeks in advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the monthly LUTC meeting and bi-weekly City Council meetings. The following Public Works Department technical review comments apply to the final plat documents. Contact Kevin Peterson, Engineering Plans Reviewer, at 253-835-2734 or kevin. eI� ei-sonPryci[yofi'ederalway.coln regarding the items below. The applicant will need to address the following: 1) All pages— provide the City file number (16-102863-00-SU) in the spaces provided. 16-102S(3 Doc I D. 74331 Mr. Becker Auoust 8. 2016 Page 4 2) Page 2, Note #6 — This note shall be revised to eliminate any reference to ownership and maintenance Of this tract by the City. This tract will be owned and maintained by the I IOA of the plat. 3) Page 2, Note 47 — This note shall be revised to the effect that it `...is a private driveway and pedestrians pathtivau tract. The second sentence shall be revised to eliminate the words `...and maintained by ...', and `the City of Federal Way' should be changed to the Public'. 4) Page 2, Note. #8 — This note shall be revised to the effect that it is an `...open space and pedestrian pathway tract ... to be owned and maintained by the hon7eOwners association. Tract " F" also contains an easement, granted to the public; or access across the pedestrian path.w4V. 5) Page 2, Note # 1 � — This note shall be revised to read as follows: `.....from the property lines, or as otherwise restricted by easement, and will hereinafter...' 6) Page 2, Note # 12 — This note shall be revised to read `Street trees, planter strips, and cul-de-sac landscaping...' 7) I think that there should be an additional note, separate and distinct from all other notes, that refers to the Agreement (KC Recording #20120216001309) between PSE and Landmark Homes (and their successors and assigns), and should include some language that refers to the lots affected by this easement/agreement, and also references the restrictions placed on buildings, tree planting, filling and grading, etc. within the easement area. 8) Page 2 —Easement Provisions —It seems the reference to QWEST should be revised to CENTURYLINK. 9) Page 4 — Enter the KCRN for the water easement that lies south of Tract D. Enter the KCRN for the water easement that lies northeast of Lot 10, also. There is also a PSE easement along this same alignment, as well as a Comcast easement (soon to be recorded — so no KCRN as of yet). 10) The City requires that the right-of-way and stormwater tract (Tract A) be dedicated to the City with Statutory Warranty Deeds. The surveyor will be required to develop legal descriptions (Exhibit A) and drawing exhibits (13) for these deeds. If you have any further questions or need any assistance, contact me at 253-835-2652 or j im.lharris@cityoffederalway.com. Sincerely, i Ji arris Planner c: Kevin Peterson, Engineering Plans Reviewer David Litowitz djlito.ct comcast.net enc: Resubmittal Bulletin I6-102_86i Doc. LD 74;31 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: September 6, 2016 TO: Kevin Peterson, FW Public Works, Development Services Brian Asbury, Lakehaven Utility District FROM: Jim Harris FOR DRC MTG. ON: NA FILE NUMBER(s): 16-102863-00-SU RELATED FILE NOS.: None PROJECT NAME: NORPOINT HEIGHTS PROJECT ADDRESS: ** NO SITE ADDRESS ** ZONING DISTRICT: RS 5.D & RS 7.2 PROJECT DESCRIPTION: Subdivide 3.05 acres into 14 single family residential lots, access road and stormwater tract. LAND USE PERMITS: PROJECT CONTACT: DUNCANSON COMPANY INC JONBECKER 145155THSTSuite102 MATERIALS SUBMITTED: Revised Final Plat map dated reed 9-6-16 1 (, Parcel Map Check Report Norpoint Heights Client: Landmark Homes PO Box 2116 Federal Way, WA 98093 Date: 6/10/2016 9:10 AM Modified: 8/25/2016 1:30 PM Prepared by: Duncanson Company 145 SW 155th Street #102 Burien, WA 98166 DCI Project # 10533 S101V'r ►'~ ) 2-oi (o RESUBMITTED SEP 15 2016 CITY OF FEDERAL WAY CDS Parcel Name: Lot 1 North:718,292.6783' Segment# 1: Line Course: N45°39'17"W North: 718,382.3365' Segment# 2: Line Course: S89°53'28"E North: 718,382.1293' Segment# 3: Line Course: SO°06'32"W North: 718,292.6494' Segment# 4: Line Course: N89°53'28"W North: 718,292.6820' Perimeter: 343.98' Error Closure: 0.0040 Error North: 0.00376 Precision 1: 85,997.50 East: 1,177,154.5971' Length: 128.27' East: 1,177,062.8660' Length: 109.07' East: 1,177,171.93 5 8' Length: 89.48' East: 1,177,171.765 8' Length: 17.17' East: 1,177,154.5 95 8' Area: 5,648Sq.Ft. Course: N19°08'26"W East:-0.00130 Parcel Name: Lot 2 North: 718,292.6457' East: 1,177,171.7643' Segment# 1: Line Course: NO°06'32"E Length: 89.48' North: 718,382.1255' East: 1,177,171.9343' Segment# 2: Line Course: S89°53'28"E Length: 51.27' North: 718,3 82.0281' East: 1,177,223.2042' Segment# 3: Curve Length: 3.94' Radius: 126.00' Delta: 1 °47'24" Tangent: 1.97' Chord: 3.94' Course: N89°12'50"E Course In: NO°06'32"E Course Out: S1°40'52"E RP North: 718,508.0278' East: 1,177,223.4437' End North: 718,382.0821' East: 1,177,227.1401' Segment# 4: Line Course: S 1 °40'52"E Length: 89.62' North: 718,292.5006' East: 1,177,229.7693' Segment# 5: Line Course: N89°36'01 "W Length: 7.08' North: 718,292.5500' East: 1,177,222.6895' Segment# 6: Line Course: N89°53'28"W Length: 50.92' North: 718,292.6468' East: 1,177,171.7696' Perimeter: 292.31' ,Area: 5,065 Sq.Ft. Error Closure: 0.0054 Course: N77°44'22"E Error North : 0.00114 East: 0.00527 Precision 1: 54,131.48 Parcel Name: Lot 3 North:718,292.4995' East: 1,177,229:7654' Segment# 1: Line Course: N1 °40'52"W Length: 89.62' North: 718,3 82.0809' East: 1,177,227.1362' Segment# 2: Curve Length: 47.75' Radius: 126.00' Delta: 21 °42'46" Tangent: 24.16' Chord: 47.46' Course: N77°27'45"E Course In: N1°40'52"W Course Out: S23°23'38"E RP North: 718,508.0267' East: 1,177,223.4398' End North: 718,392.3843' East: 1,177,273.4681' Segment# 3: Line Course: S23°23'38"E Length: 21.02' North: 718,373.0922' East: 1,177,281.8141' Segment# 4: Line Course: SO°40'20"E Length: 80.97' North: 718,292.1278' East: 1,177,282.7640' Segment# 5: Line Course: N89°36'01 "W Length: 53.00' North: 718,292.4924' East: 1,177,229.7653' Perimeter: 292.36' Area: 5,001 Sq.Ft. Error Closure: 0.0071 Course: SO°38'02"W Error North: -0.00713 East:-0.00008 Precision 1: 41,177.46 Parcel Name: Lot 4 North:718,392.3876' East: 1,177,273.4680' Segment# 1: Curve Length: 32.17' Radius: 126.00' Delta: 14°37'46" Tangent: 16.17' Chord: 32.08' Course: N59°17'29"E Course In: N23°23'38"W Course Out: S38°01'24"E RP North: 718,508.0300' East: 1,177,223.4397' End North: 718,408.7722' East: 1,177,301.0535' Segment# 2: Line Course: S42°42' 13 "E Length: 39.47' North: 718,379.7668' East: 1,177,327.8223' Segment# 3: Line Course: S 1 ° 15'25 "E Length: 87.99' North: 718,291.7980' East: 1,177,329.7525' Segment# 4: Line Course: N89°36'01 "W Length: 46.99' North: 718,292.13 08' East: 1,177,282.763 6' Segment# 5: Line Course: NO°40'20"W Length: 80.97' North: 718,373.0953' East: 1,177,281.8137' Segment# 6: Line Course: N23°23'38"W Length: 21.02' North: 718,392.3874' East: 1,177,273.4677' Perimeter: 308.60' Area: 5,001 Sq.Ft. Error Closure: 0.0004 Course: S60006'11"W Error North: -0.00020 East:-0.00035 Precision 1: 771,525.00 Parcel Name: Lot 5 North: 718,291.0553' East: 1,177,436.7836' Segment# 1: Line Course: N89°36'01 "W Length: 87.03' North: 718,291.6624' East: 1,177,349.7557' Segment# 2: Line Course: N1°15'25"W Length: 88.57' North: 718,380.2111' East: 1,177,347.8128' Segment# 3: Curve Length: 14.47' Radius: 20.00' Delta: 41 °26'48" Tangent: 7.57' Chord: 14.15' Course: N21°58'49"W Course In: S88°44'35"W Course Out: N47°17'47"E RP North: 718,379.7724' East: 1,177,327.8176' End North: 718,393.3365' East: 1,177,342.5151' Segment# 4: Line Course: N42°42' 13 "W Length: 39.42' North: 718,422.3052' East: 1,177,315.7802' Segment# 5: Curve Length: 15.15' Radius: 126.00' Delta: 6°53'24" Tangent: 7.58' Chord: 15.14' Course: N39°25'39"E Course In: N47°07'39"W Course Out: S54'01'03"E RP North: 718,508.0317' East: 1,177,223.4386' End North: 718,434.0019' East: 1,177,325.3974' Segment# 6: Line Course: S42°42' 13 "E Length: 96.10' North: 718,363.3807' East: 1,177,390.5730' Segment# 7: Line Course: S89°36'01 "E Length: 44.99' North: 718,363.0668' Segment# 8: Line Course: SO°58'17"E North: 718,291.0572' Perimeter: 457.75' Error Closure: 0.0020 Error North : 0:00190 Precision 1: 228,875.00 East: 1,177,435.5619' Length: 72.02' East: 1,177,436.7829' Area: 7,867Sq.Ft. Course: N20°58'07"W East:-0.00073 Parcel Name: Lot 6 North: 718,457.1242' Segment# 1: Line Course: S66°10'14"E North: 718,414.7309' Segment# 2: Line Course: SO°58'17"E North: 718,363.0683' Segment# 3: Line Course: N89°36'01 "W North: 718,3 63.3 822' Segment# 4: Line Course: N42°42' 13 "W North: 718,434.0034' Segment# 5: Curve Length: 26.73' Delta: 12°09'12" Chord: 26.68' Course In: N54°01'03"W RP North: 718,508.0332' End North: 718,457.1272' Perimeter: 324.42' Error Closure: 0.0047 Error North: 0.00300 Precision 1: 69,025.53 East: 1,177,338.6987' Length: 104.93' East: 1,177,434.683 7' Length: 51.67' East: 1,177,43 5.5 596' Length: 44.99' East: 1,177,390.5707' Length: 96.10' East: 1,177,325.3951' Radius: 126.00' Tangent: 13.41' Course: N29°54'22"E Course Out: S66° 10' 14"E East: 1,177,223.43 64' East: 1,177,3 3 8.6952' Area: 5,772-Sq.Ft. Course: N50°00'28"W East:-0.00357 Parcel Name: Lot 7 North:718,414.7297' Segment# 1: Line Course: N66°10'14"W North: 718,457.1230' Segment# 2: Curve Length: 12.19' Delta: 5°32'39" Chord: 12.19' Course In: N66°10'14"W RP North: 718,508.0290' End North: 718,468.4967' Segment# 3: Line Course: N74°20' 17"W North: 718,469.4712' Segment# 4: Curve Length: 19.32' Delta: 20°41'40" Chord: 19.22' Course In: N74°20'17"W RP North: 718,483.9141' End North: 718,488.6075' Segment# 5: Line Course: N89°01'43"E North: 718,490.1678' Segment# 6: Line Course: SO°58'17"E North: 718,414.7287' Perimeter: 307.55' Error Closure: 0.0042 Error North: -0.00102 Precision 1: 73,223.81 East: 1,177,434.6867' Length: 104.93' East: 1,177,33 8.7017' Radius: 126.00' Tangent: 6.10' Course: N21 °03'26"E Course Out: S71°42'53"E East: 1,177,223.4429' East: 1,177,343.0807' Length: 3.61' East: 1,177,339.6048' Radius: 53.50' Tangent: 9.77' Course: N5 ° 18'52"E Course Out: N84°58'02"E East: 1,177,288.0911' East: 1,177,341.3 849' Length: 92.04' East: 1,177,43 3.4117' Length: 75.45' East: 1,177,434.6908' 'urea: 5;008Sq.Ft. Course: S76°00'22"E East: 0.00410 Parcel Name: Lot 8 North:718,586.0538' Segment# 1: Line Course: S60°20'09"E North: 718,534.2114' Segment# 2: Line Course: SO°58'17"E North: 718,490.1678' Segment# 3: Line Course: S89°01'43"W North: 718,488.6074' Segment# 4: Curve Length: 41.88' Delta: 44°51'02" Chord: 40.82' Course In: S84°58'02"W RP North: 718,483.9141' End North: 718,524.8272' Segment# 5: Line Course: N20°27'22"E North: 718,558.0230' Segment# 6: Curve Length: 28.90' Delta: 14°01'49" Chord: 28.82' Course In: N69°32'38"W RP North: 718,599.2628' End North: 718,586.0565' Perimeter: 347.04' Error Closure: 0.0039 Error North: 0.00275 Precision 1: 88,987.18 East: 1,177,341.6421' Length: 104.75' East: 1,177,432.6637' Length: 44.05' East: 1,177,433.4105' Length: 92.04' East: 1,177,341.3 837' Radius: 53.50' Tangent: 22.08' Course: N27°27'28"W Course Out: N40°07'01 "E East: 1,177,288.0900' East: 1,177,322.5627' Length: 3 5.43' East: 1,177,334.9451' Radius: 118.00' Tangent: 14.52' Course: N13°26'28"E Course Out: S83°34'27"E East: 1,177,224.3 862' East: 1,177,341.6449' ,Area: 7,200Sq.Ft. Course: N44°52'06"E East: 0.00273 Parcel Name: Lot 9 North: 718,534.2129' Segment# 1: Line Course: N60°20'09"W North: 718,586.0553' Segment# 2: Curve Length: 15.23' Delta: 7°23'50" Chord: 15.22' Course In: N83°34'27"W RP North: 718,599.2615' End North: 718,601.2620' Segment# 3: Line Course: NO°58'17"W North: 718,646.0655' Segment# 4: Line Course: S82°57'51"E North: 718,635.0390' Segment# 5: Line Course: SO°58'17"E North: 718,534.2135' Perimeter: 355.65' Error Closure: 0.0052 Error North: 0.00055 Precision 1: 68,394.23 East: 1,177,432.6608' Length: 104.75' East: 1,177,341.6392' Radius: 118.00' Tangent: 7.63' Course: N2°43'38"E Course Out: N89°01'43"E East: 1,177,224.3 805' East: 1,177,342.3636' Length: 44.8l' East: 1,177,341.6039' Length: 90.02' East: 1,177,430.9460' Length: 100.84' East: 1,177,432.6556' Area: 7,200Sq.Ft. Course: N83°59'04"W East:-0.00521 t Parcel Name: Lot 10 North:718,646.0618' East: 1,177,341.6069' Segment# 1: Line Course: NO°58'17"W Length: 75.56' North: 718,721.6110' East: 1,177,340.3259' Segment# 2: Line Course: S89°36'01 "E Length: 89.17' North: 718,720.9889' East: 1,177,429.4937' Segment# 3: Line Course: SO°58'17"E Length: 85.97' North: 718,635.0312' East: 1,177,430.9512' Segment# 4: Line Course: N82°57'51 "W Length: 90.02' North: 718,646.0578' East: 1,177,341.6091' Perimeter: 340.73' Area: 7,20OSq. Ft. Error Closure: 0.0046 Course: S28°26'58"E Error North: -0.00403 East: 0.00219 Precision 1: 74,069.57 Parcel Name: Lot 11 North: 718,722.4230' East: 1,177,224.5957' Segment# 1: Line Course: S89°36'01 "E Length: 95.73' North: 718,721.7551' East: 1,177,320.323 3' Segment# 2: Line Course: SO°58'17"E Length: 55.56' North: 718,666.2031' East: 1,177,321.2653' Segment# 3: Line Course: S89°01'43"W Length: 16.00' North: 718,665.9318' East: 1,177,305.2676' Segment# 4: Line Course: SO°58'17"E Length: 28.41' North: 718,637.5259' East: 1,177,305.7492' Segment# 5: Line Course: S89°01'43"W Length: 87.35' North: 718,636.0451' East: 1,177,218.4118' Segment# 6: Line Course: NO°58'17"W Length: 86.40' North: 718,722.4327' East: 1,177,216.9470' Segment# 7: Line Course: S89°53'28"E Length: 7.65' North: 718,722.4181' East: 1,177,224.5970' Perimeter: 377.10' Area:_ 835.1 Sq:Ft. Error Closure: 0.0050 Course: S15°10'02"E Error North: -0.00484 East: 0.00131 Precision 1: 75,420.00 Parcel Name: Lot 12 North: 718,507.6937' East: 1,177,240.1635' Segment# 1: Line Course: N63°36'41"W Length: 22.04' North: 718,517.4895' East: 1,177,220.4200' Segment# 2: Line Course: NO°58'17"W Length: 118.57' North: 718,636.0425' East: 1,177,218.4099' Segment# 3: Line Course: N89°01'43"E Length: 87.35' North: 718,637.5233' East: 1,177,305.7474' Segment# 4: Line Course: SO°58'17"E Length: 36.88' North: 718,600.6486' East: 1,177,306.3726' Segment# 5: Curve Length: 30.67' Radius: 82.00' Delta: 21 °25'39" Tangent: 15.5l' Chord: 30.49' Course: S9°44'33"W Course In: S89°01'43"W Course Out: S69°32'38"E RP North: 718,599.2585' East: 1,177,224.3844' End North: 718,570.6003' East: 1,177,3 01.213 5' Segment# 6: Line Course: S20°27'22"W Length: 35.43' North: 718,537.4045' East: 1,177,288.8310' Segment# 7: Curve Length: 60.14' Radius: 53.50' Delta: 64°22'43" Tangent: 33.69' Chord: 57.02' Course: S58035'32"W Course In: SO°46'53"W Course Out: N63°35'50"W RP North: 718,483.8895' East: 1,177,288.1012' End North: 718,507.6887' Perimeter: 391.07' Error Closure: 0.0050 Error North: -0.00498 Precision 1: 78,216.00 North:718,507.7173' East: 1,177,240.163 8' Area: 9,121 Sq.Ft. Course: S4°04'18"E East: 0.00035 East: 1,177,240.1752' Parcel Name: Lot 13 North:718,434.1454' Segment# 1: Line Course: NO°06'32"E North: 718,517.5952' Segment# 2: Line Course: S89°53'28"E North: 718,517.4858' Segment# 3: Line Course: S63°36'41"E North: 718,507.6900' Segment# 4: Curve Length: 42.37' Delta: 45°23'47" Chord: 41.26' Course In: S63°35'50"E RP North: 718,483.9130' End North: 718,466.5105' Segment# 5: Curve Length: 46.65' Delta: 109°05' 18" Chord: 39.91' Course In: S71 °01' 14"W RP North: 718,458.5424' End North: 718,434.0425' Segment# 6: Line Course: N89°53'28"W North: 718,434.1405' Perimeter: 303.67' Error Closure: 0.0050 East: 1,177,162.6906' Length: 83.45' East: 1,177,162.8492' Length: 57.57' East: 1,177,220.4191' Length: 22.04' East: 1,177,240.1626' Radius: 53.50' Tangent: 22.36' Course: S3°42'17"W Course Out: S71 °00'23"W East: 1,177,28 8.05 51' East: 1,177,237.4963' Radius: 24.50' Tangent: 34.40' Course: S35°33'53"W Course Out: SO°06'32"W East: 1,177,214.3 2 82' East: 1,177,214.2817' Length: 51.59' East: 1,177,162.6918' Area: 6,0165q.Ft. Course: S13°01'50"E Error North: -0.00487 East: 0.00113 Precision 1: 60,734.00 l� Parcel Name: Lot 14 North: 718,434.2594' East: 1,177,102.6907' Segment# 1: Line Course: NO°06'32"E Length: 83.45' North: 718,517.7093' East: 1,177,102.8493' Segment# 2: Line Course: S89°53'28"E Length: 60.00' North: 718,517.5952' East: 1,177,162.8492' Segment# 3: Line Course: SO°06'32"W Length: 83.45' North: 718,434.1454' East: 1,177,162.6906' Segment# 4: Line Course: N89°53'28"W Length: 60.00' North: 718,434.2594' East: 1,177,102.6907' Perimeter: 286.91' Area: 5,007Sq.Ft. Error Closure: 0.0000 Course: NO°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 286,900,000.00 Parcel Name: Overall North:718,517.4892' East: 1,177,220.4207' Segment# 1: Line Course: NO°58'17"W Length: 204.98' North: 718,722.4398' East: 1,177,216.9457' Segment# 2: Line Course: S89°53'28"E Length: 7.65' North: 718,722.4252' East: 1,177,224.5956' Segment# 3: Line Course: S89°36'01"E Length: 204.90' North: 718,720.995 8' East: 1,177,429.4907' Segment# 4: Line Course: SO°58'17"E Length: 430.00' North: 718,291.0576' East: 1,177,436.7805' Segment# 5: Line Course: N89°36'01"W Length: 214.10' North: 718,292.5512' East: 1,177,222.6857' Segment# 6: Line Course: N89°53'28"W Length: 82.43' North: 718,292.7079' East: 1,177,140.2559' Segment# 7: Line Course: N45°39'17"W Length: 159.06' North: 718,403.8877' East: 1,177,026.5056' Segment# 8: Line Course: N44°52'54"W Length: 55.65' North: 718,443.3194' East: 1,176,987.2365' Segment# 9: Line Course: NO°58'17"W Length: 74.62' North: 718,517.9287' Segment# 10: Line Course: S89°53'28"E North: 718,517.4831' Perimeter: 1,667.84' Error Closure: 0.0061 Error North: -0.00611 Precision 1: 273,416.39 East: 1,176,985.9714' Length: 234.45' East: 1,177,220.4210' Area: 132,857Sq.Ft. Course: S2°40' 19"E East: 0.00029 � � 1 Parcel Name: Parcel A North: 718,457.7376' East: 1,176,986.9951' Segment# 1: Line Course: S44°52'54"E Length: 39.61' North: 718,429.6713' East: 1,177,014.9457' Segment# 2: Curve Length: 11.37' Radius: 151.00' Delta: 4° 18'55" Tangent: 5.69' Chord: 11.37' Course: S73°32'11"W Course In: S14'18'21"E Course Out: N18°37'17"W RP North: 718,283.3537' East: 1,177,052.2574' End North: 718,426.4488' East: 1,177,004.0411' Segment# 3: Line Course: N44°52'54"W Length: 23.81' North: 718,443.3197' East: 1,176,987.2397' Segment# 4: Line Course: NO°58'17"W Length: 14.42' North: 718,457.7376' East: 1,176,986.9953' Perimeter: 89.21' Area: 316Sq.Ft. Error Closure: 0.0002 Course: N74°48'20"E Error North: 0.00005 East: 0.00020 Precision 1: 446,050.00 ,. . Parcel Name: Parcel B North:718,3 82.3350' East: 1,177,062.8675' Segment# 1: Line Course: S45°39'17"E Length: 128.27' North: 718,292.6768' East: 1,177,154.5985' Segment# 2: Line Course: N89°53'28"W Length: 14.33' North: 718,292.7040' East: 1,177,140.2686' Segment# 3: Line Course: N45°39'17"W Length: 128.16' North: 718,3 82.2854' East: 1,177,048.6162' Segment# 4: Curve Length: 3.84' Radius: 99.00' Delta: 2° 13' 13" Tangent: 1.92' Chord: 3.84' Course: N88°59'56"E Course In: S2°06'41 "E Course Out: NO°06'32"E RP North: 718,283.3526' East: 1,177,052.2635' End North: 718,382.3524' East: 1,177,052.4517' Segment# 5: Line Course: S89°53'28"E Length: 10.42' North: 718,3 82.3326' East: 1,177,062.8717' Perimeter: 285.02' Area: 1,283 Sq.Ft. Error Closure: 0.0049 Course: S60°04'42"E Error North: -0.00242 East: 0.00421 Precision 1: 58,167.35 Parcel Name: Parcel C North: 718,457.7376' East: 1,176,986.995l' Segment# 1: Line Course: NO°58'17"W Length: 60.21' North: 718,517.93 89' East: 1,176,985.9743' Segment# 2: Line Course: S89°53'28"E Length: 116.88' North: 718,517.7168' East: 1,177,102.8541' Segment# 3: Line Course: SO°06'32"W Length: 83.45' North: 718,434.2670' East: 1,177,102.6955' Segment# 4: Line Course: N89°53'28"W Length: 50.15' North: 718,434.3623' East: 1,177,052.5456' Segment# 5: Curve Length: 37.99' Radius: 151.00' Delta: 14°24'53" Tangent: 19.10' Chord: 37.89' Course: S82°54'05"W Course In: SO°06'32"W Course Out: N14°18'21"W RP North: 718,283.3625' East: 1,177,052.2586' End North: 718,429.6801' East: 1,177,014.9469' Segment# 6: Line Course: N44°52'54"W Length: 39.61' North: 718,457.7464' East: 1,176,986.9963' Perimeter: 3 88.28' Area: 9,493 Sq.Ft. Error Closure: 0.0089 Course: N7°54'53"E Error North: 0.00882 East: 0.00123 Precision 1: 43,628.09 11 1 A Parcel Name: Tract D North: 718,422.3035' East: 1,177,315.7814' Segment# 1: Line Course: S42°42'13"E Length: 39.42' North: 718,3 93.3348' East: 1,177,342.5163' Segment# 2: Curve Length: 14.47' Radius: 20.00' Delta: 41 °26'48" Tangent: 7.57' Chord: 14.15' Course: S21 °58'49"E Course In: S47°17'47"W Course Out: N88°44'35"E RP North: 718,379.7707' East: 1,177,327.8189' End North: 718,380.2094' East: 1,177,347.8141' Segment# 3: Line Course: S 1 ° 15'25"E Length: 88.57' North: 718,291.6608' East: 1,177,349.7569' Segment# 4: Line Course: N89°36'01 "W Length: 20.01' North: 718,291.8004' East: 1,177,329.7474' Segment# 5: Line Course: N1°15'25"W Length: 87.99' North: 718,379.7692' East: 1,177,327.8173' Segment# 6: Line Course: N42°42'13"W Length: 39.47' North: 718,408.7746' East: 1,177,301.0485' Segment# 7: Curve Length: 20.02' Radius: 126.00' Delta: 9°06' 15" Tangent: 10.03' Chord: 20.00' Course: N47°25'29"E Course In: N38'01'24"W Course Out: S47°07'39"E RP North: 718,508.0323' East: 1,177,223.4347' f End North: 718,422.3058' Perimeter: 3 09.94' Error Closure: 0.0057 Error North: 0.00232 Precision l: 54,377.19 East: 1,177,315.7763' Area: 2,694Sq.Ft. Course: N65°48'24"W East:-0.00516 I? T Parcel Name: Parcel E North: 718,558.0200' East: 1,177,334.9423' Segment# 1: Line Course: S20°27'22"W Length: 35.43' North: 718,524.8242' East: 1,177,322.5599' Segment# 2: Curve Length: 36.72' Radius: 53.50' Delta: 39° 19' 17" Tangent: 19.11' Chord: 36.00' Course: N69°32'38"W Course In: S40°07'01 "W Course Out: NO°47'44"E RP North: 718,483.9111' East: 1,177,288.0872' End North: 718,537.4059' East: 1,177,288.8300' Segment# 3: Line Course: N20°27'22"E Length: 35.43' North: 718,570.6017' East: 1,177,301.2124' Segment# 4: Curve Length: 30.67' Radius: 82.00' Delta: 21 °25'39" Tangent: 15.51' Chord: 30.49' Course: N9°44'33"E Course In: N69°32'38"W Course Out: N89°01'43"E RP North: 718,599.2599' East: 1,177,224.3834' End North: 718,600.6500' East: 1,177,306.3716' Segment# 5: Line Course: NO°58'17"W Length: 65.29' North: 718,665.9307' East: 1,177,305.2647' Segment# 6: Line Course: N89°01'43"E Length: 36.00' North: 718,666.5410' East: 1,177,341.2595' Segment# 7: Line Course: SO°58'17"E Length: 65.29' i " 'A North: 718,601.2604' Segment# 8: Curve Length: 44.13' Delta: 21 °25'39" Chord: 43.87' Course In: S89'01'43"W RP North: 718,599.2599' End North: 718,558.020l' Perimeter: 348.95' Error Closure: 0.0001 Error North : 0.00011 Precision 1: 3,489,600.00 East: 1,17 7, 3 42.3 664' Radius: 118.00' Tangent: 22.33' Course: S9°44'33"W Course Out: S69°32'38"E East: 1,177,224.3 834' East: 1,177,334.9423' Area: 4,897Sq.Ft. Course: N21 °02'34"W East:-0.00004 I-) Parcel Name: Parcel F North:718,666.5421' East: 1,177,341.2596' Segment# 1: Line Course: S89°01'43"W Length: 20.00' North: 718,666.2030' East: 1,177,321.2625' Segment# 2: Line Course: NO°58'17"W Length: 55.56' North: 718,721.7551' East: 1,177,320.3206' Segment# 3: Line Course: S89°36'01"E Length: 20.01' North: 718,721.6155' East: 1,177,340.3301' Segment# 4: Line Course: SO°58'17"E Length: 55.08' North: 718,666.5434' East: 1,177,341.2639' Perimeter: 150.65' Area: 1,106Sq.Ft. Error Closure: 0.0044 Course: N73°21'18"E Error North: 0.00127 East: 0.00425 Precision 1: 34,238.64 Parcel Name: Road North:718,3 82.3 548' East: 1,177,052.4446' Segment# 1: Curve Length: 3.84' Radius: 99.00' Delta: 2° 13' 13" Tangent: 1.92' Chord: 3.84' Course: S88°59'56"W Course In: SO°06'32"W Course Out: N2°06'41 "W RP North: 718,283.3550' East: 1,177,052.2564' End North: 718,382.2878' East: 1,177,048.6090' Segment# 2: Line Course: N45°39'17"W Length: 30.90' North: 718,403.8863' East: 1,177,026.5112' Segment# 3: Line Course: N44°52'54"W Length: 31.84' North: 718,426.4470' East: 1,177,004.043 5' Segment# 4: Curve Length: 49.36' Radius: 151.00' Delta: 18°43'49" Tangent: 24.90' Chord: 49.14' Course: N80°44'38"E Course In: S18°37'17"E Course Out: NO°06'32"E RP North: 718,283.3520' East: 1,177,052.2597' End North: 718,434.3517' East: 1,177,052.5467' Segment# 5: Line Course: S89°53'28"E Length: 161.74' North: 718,434.0443' East: 1,177,214.2864' Segment# 6: Curve Length: 46.65' Radius: 24.50' Delta: 109°05' 18" Tangent: 34.40' Chord: 39.91' Course: N359Y53"E Course In: NO°06'32"E Course Out: N71 °O1' 14"E RP North: 718,458.5443' East: 1,177,214.3330' End North: 718,466.5124' Segment# 7: Curve Length: 200.42' Delta: 214°38'29" Chord: 102.15' Course In: N71 °01' 14"E RP North: 718,483.9121' End North: 718,469.4692' Segment# 8: Line Course: S74°20' 17"E North: 718,468.4947' Segment# 9: Curve Length: 157.95' Delta: 71 °49'27" Chord: 147.8l' Course In: N71 °42'53 "W RP North: 718,508.0270' End North: 718,382.0272' Segment# 10: Line Course: N89°53'28"W North: 718,3 82.3517' Perimeter: 857.06' Error Closure: 0.0032 Error North: -0.00309 Precision 1: 267,834.37 East: 1,177,237.5010' Radius: 53.50' Tangent: 171.55' Course: N88°20'28"E Course Out: S74°20'17"E East: 1,177,288.0925' East: 1,177,339.6061' Length: 3.61' East: 1,177,343.0821' Radius: 126.00' Tangent: 91.25' Course: S54°11'49"W Course Out: SO°06'32"W East: 1,177,223.4443' East: 1,177,223.2049' Length: 170.76' East: 1,177,052.4452' Area: 23,609Sq.Ft. Course: S 11 ° 10'36"E East: 0.00061 LAKEHAVEN UTILITY DISTRICT 31627 1ST Ave South • P.O. Box 4249 • Federal Way, Washington 98063-4249 keltaven Federal Way: 253-941-1516 • Tacoma: 253-927-2922 �•iTY i1IS n� www.lakehaven.org September 27, 2016 Kevin Peterson Community Development Department City of Federal Way 33325 - 8th Avenue South Federal Way, Washington 98003 RE: Final Plat Approval Status Norpoint Heights Lakehaven Project No. 6308002 Mr. Peterson: This letter serves as a status report to advise the Federal Way City Council on final plat approval for the referenced project. The water and sanitary sewer systems for this project are substantially complete, and service connections can be fully processed and activated under standard Lakehaven procedures. Terms of the referenced agreement with Lakehaven Utility District provide for final completion of construction of the water and sewer facilities for the project. Please do not hesitate to contact me, if you have any questions. I may be reached by phone at 253-946-5406 or by electronic mail at JJensen@Lakehaven.org. Sincere) f f J n A Jeri} en ngine,pfing Technician II ec: DE Mgr Leonard D. Englund Timothy A. McClain Donald L.P. Miller Ronald E. Nowicld Peter Sanchez Commissioner Commissioner Commissioner Commissioner Commissioner Norpoint Heights Address Table 2613 SW 253RD PL 2605 SW 253R❑ PL 2555 SW 253RD PL 2553 SW 253RD PL 2549 SW 253RD PL 2547 SW 253RD PL 2545 SW 253RD PL 2541 5W 253RD PL 2537 SW 253RD PL 2535 SW 253RD PL 2534 SW 253RD PL 2538 SW 253RD PL 2606 SW 253RD PL 2614 5W 253RD PL 417 NORPOINT WAY NE 415 NORPOINT WAY NE 2620 SW 253RD PL 2551 SW 253RD PL 2540 5W 253RD PL 2530 5W 253RD PL CITY OF Federal July 6, 2016 Mr. Jon Becker Duncanson Company Inc. 145 SW 155th Street, Suite 102 Seattle, WA 98166 Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor FILE Re: File No. 16-102863-00-SU; FINAL PLAT INCOMPLETE APPLICATION Norpoint Heights; No Site Address, Federal Way Dear Mr. Becker: On June 10, 2016, the Department of Community Development received your application for The Norpoint Height Final Plat; a 14-..lot subdivision in Federal Way. Upon receipt of the application, city staff reviewed the submittal packet for completeness based on the final plat submittal requirements for subdivisions under Federal Way Revised Code (FWRC) 18.40.020, "Final Plat." INCOMPLETE APPLICATION During the course of review by the Lakehaven Utility District and city Planning and Public Works, the application was deemed to be incomplete pursuant to items 1 and 2 below. These two items need to be completed in order for the application to move forward toward final plat approval by the City Council. 1. Substantial Completion of Construction — The plat infrastructure is not yet substantially complete. The project infrastructure must be substantially complete prior to moving the plat forward for City Council review. Contact Engineering'Plans Reviewer Kevin Peterson at 253 835-2734, or kevin peterson el,.citvoffederalway.cnrn regarding this comment. 2. Lakebaven Utility District Substantial Completion — The applicant has not completed the necessary water and/or sewer facility construction; nor submitted to Lakehaven an application for substantial completion of such construction as necessary to be able to determine the applicant's requirements for subdivision acceptance. The applicant will need to either complete the necessary water and/or sewer facility construction, or submit application for substantial completion of such facilities to Lakehaven. Contact Brian Asbury with the Lakehaven Utility District at 253-945-1580, or basJngy 1.lakehavcn.arg,, regarding this comment. TECHNICAL COMMENTS City staff is in the process of preparing technical comments on the final plat application and the final plat map. We anticipate these comments will be completed and forwarded to you in the next couple of weeks. Mr. Jon Becker Page 2 of 2 July 6, 2016 Upon substantial completion of the project infrastructure, and compliance with applicable FWRC requirements, the final plat application will be forwarded to the City Council's Land Use and Transportation Committee (LUTq. The LUTC will review the final plat and make a recommendation to the full City Council. The City Council will make the final decision on the plat application at a regular City Council meeting. Please be advised that staff reporwo the City Council and council committees are required to be prepared approximately1wo weeks in Advance of scheduled meetings. Therefore, once the project is determined to be substantially complete, processing and scheduling the final plat application will take a minimum of four to six weeks, in part due to the monthly LUTC meeting and bi-weekly City Council meetings. Please contact me at jim.harris cr citoffederal�vay.cam, or 253-835-2652, if you have any questions about this letter or The Norpoint Heights Final Plat. Sincerely, Z) /�.^^ � � l�.arris Planner enc: Resubmittal Form C. Kevin Peterson, Engineering Plans Reviewer Sarady Long, Senior Traffic Engineer Brian Asbury, Lakehaven Utility District David Litowitz, PO Box 26116, Federal Way, WA 98093-3116 File # 16-102863-00-SU Doc I.D. 74019 Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Ave South Federal Way, WA 98003-6325 CONFORMED COPY 20161130000399 CITY OF FEDERA WD 76.00 PAGE-001 OF 004 11/30/2016 10:35 STATUTORY WARRANTY DEED FOR PUBLIC RIGHT-OF-WAY Grantor(s): HOMES BY LANDMARK, INC. a Washington corporation Grantee(s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Portion of the NE 1/4 Sec 25, TWP 21 N, R 3 E, W.M. Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID No(s).: 252103-9048 THE GRANTOR, HOMES BY LANDMARK, INC. a Washington corporation, for and in consideration of The City of Federal Way's approval of a Final Plat Approval, City File No. 16-102863- 00-SU and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of its right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, and any after -acquired interest therein, situated in King County in the State of Washington. DATED THIS I C51" day of wtryl � r - , 0 ' Signature page follows 34 4"T.W _ ILI" HOMES BY LANDMARK, INC. BY.--)— : r Y Davi J. L awitz President STATE OF WASHINGTON ) ) ss. COUNTY OF KING } On this day personally appeared before me David J. Litowitz, to me known to be the President of Homes by Landmark, Inc., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this UV- day of 20 s'i�'�►,,,�+�Gf���i (notary signature) _ r►r • V Ho i SV .. • .. �� e i J►.�•. �a s (typed/printed name of notary) sv; 0 fs! s 0g.-J4,0 A` r� +�n►�,,..•+ Notary Public in and for the tate�of Washington. My commission expires G:\1awforms\deeddev.doc 01/15 EXHIBIT A RIGHT-OF-WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, AND THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, ALL OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ATA FOUND MONUMENT AT THE NORTH QUARTER CORNER OF SAID SECTION 25, FROM WHICH A FOUND CASED MONUMENT AT THE EAST SIXTEENTH CORNER SEARS SOUTH 8903601" EAST 1319.90 FEET; THENCE SOUTH 49024'17" WEST 314.25 FEET TO AN ANGLE POINT ON THE WEST LINE OF REVISED PARCEL B OF CITY OF FEDERAL WAY BOUNDARY LIN;EADJUSTMENT#08-100581-00- SU, RECORDED UNDER KING COUNTY RECORDING NO.20080813900003; THENCEALONG THE WEST LINE THEREOF, SOUTH 00°58'17T EAST 74.62 FEET TO A POINT ON A LINE DIVIDING KING AND PIERCE COUNTIES; THENCEALONG SAID LINE, SOUTH 44°52'54" EAST 23.81 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE BEGINNING OF A NON TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 18'37'17" EAST 151.00 FEET; THENCEALONG SAID CURVE 49.36 FEET THROUGH A CENTRAL ANGLE OF 18°4349' THENCE SOUTH 89'53'28" EAST 161.74 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 24.50 FEET; THENCEALONG SAID CURVE 46.65 FEET THROUGH A CENTRAL ANGLE OF 109005'18" TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 53.50 FEET; THENCE ALONG SAID CURVE 200.42 FEET THROUGH A CENTRAL ANGLE OF 214"38'29"; THENCE SOUTH 74020'17" EAST 3.61 FEET TO THE BEGINNING OF A NON TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 71042'53" WEST 126.00 FET; THENCEALONG SAID CURVE 157.95 FEET THROUGH A CENTRAL ANGLE OF 71°49'27"; THENCE NORTH 89053'28" WEST 170.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 99.00 FEET; THENCE: ALONG SAID CURVE 3.84 `FEET THROUGH A CENTRAL ANGLE OF 02013'13" TO A POINT ON SAID LINE DIVIDING KING AND PIERCE COUNTIES; THENCEALONG SAID LINE, NORTH 45039'17" WEST 30.90 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG SAID LINE, NORTH 44°52'54" WEST 31.84 FEET TO THE POINT OF BEGINNING; CONTAINING 23,609 SQUARE FEET, MORE OR LESS Dc c , 2, 1 '2-O 1 S183711711E 151.00' TO RADIUS POINT EXHIBIT A -1 N4539'17" W 30.90' kW 31.84 54"E 23.81 ' 8'17"E 74.62' TRACTAS4449.36' R=151- 00' 01843'49" MWATER ACT \ 1 \ \ �\ C \ f f L=3.84' R=99-00' cc D=002'13'13" O F�cp r U o LOT 14 coco z c Lo LOT 13 r O ; G� {, It , �oo.. TRACT E \10 LOT 6 PARCEL A, FEDERAL WAY \ BOUNDARY LINE ADJUSTMENT # 08-100581-00-SU TAX PARCEL 12521039026 25 2 LOT 12 LOT 11 cn 00 0 TR. F n o rT n� c� x o I LOT 7 LOT 8 LOT 9 LOT 10 z o ' o c� z NORPOINT HEIGHTS III z RIGHT-OF-WAY DEDICATION , N74'20'17"W 7 3- 61, Department of Revenue �- Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61A WAC when stamped by cashier. THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) ❑Cheek box if partial sale indicate % said. List pereentoge orownership ac nired next to each name. Name HOMES BY LANDMARK, INC. _ Name CITY OF FEDERAL WAY CG p W a H Mailing Address P•O• BOX 26116 Mailing Address 33325 $TH AVE S City/State/Zip FEDERAL WAY, WA 98093 City/State/Zip Phone No. (including area code) -6 Phone No. (including area code) -27 Send all property tax correspondence to: ❑ Same as Buyer/Grantee Liat all real and personal property tax parcel account List assessed value(s) numbers — check box if personal property Name 252103-9048 Mailing AddressP.O.BOX26116, City/State/zip FEDERAL WAY WA 98093 —� Phone No. (including area code) 253 927-6118 Street address of property: This property is located in Federal Way ✓❑ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed, you may attach a separate sheet to each page of the afridavit) SEE ATTACHED W Select Land Use Codes : 45 - Highway and street right of way enter any additional codes: (See back of last page for instructions.) YES NO Was the seller receiving a property tax exemption or deferral under ❑ 0 chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? M YES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ 0 Is this property classified as current use (open space, fame and ❑ ❑✓ agricultural, or timber) land per chapter 84.34? Is this property receiving special valuation as historical property ❑ 0 per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) rrnui nurnr> v�c�• Tn rnn+innP the rurrant riPcianatinn as fnrerzt land nr List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) WAC 458-61A-285(4) Reason for exemption TRANSFER OF RIGHT OF WAY FOR PUBLIC PURPOSES Type of Document STATUTORY WARRANTY DEED Date of Document EXHIBIT A RIGHT-OF-WAY DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, AND THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, ALL OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ATA FOUND MONUMENT AT THE NORTH QUARTER CORNER OF SAID SECTION 25, FROM WHICH A FOUND CASED MONUMENT AT -rHE EAS"f SIXTEENTH CORNER SEARS SOUTH 89°36'01" EAST 1319.90 FEET; THENCE SOUTH 49024'17" WEST 314.25 FEET TO AN ANGLE POINT ON THE WEST LINE OF REVISED PARCEL B OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT #08-100581 -00- SU, RECORDED UNDER KING COUNTY RECORDING NO.20080813900003; THENCEALO,'NG THE WEST LINE THEREOF, SOUTH 00058'17" EAST 74.62 FEET TO A POINT ON A LINE DIVIDING KING AND PIERCE COUNTIES; THENCE ALONG SAID LINE, SOUTH 44°52'54" EAST 23.81 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE BEGINNING OF A NON TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 18037'17" EAST 151.00 FEET; THENCE ALONG SAID CURVE 49.36 FEET THROUGH A CENTRAL ANGLE OF 1804349'; 'THENCE SOUTH 89°53'28" EAST 161.74 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 24.50 FEET; THENCEALONG SAID CURVE 46.65 FEET THROUGH A CENTRAL ANGLE OF 109005'18" TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 53.50 FEET; THENCE ALONG SAID CURVE 200.42 FEET THROUGH A CENTRAL ANGLE OF 214038'29"; THENCE SOUTH 74020'17" EAST 3.61 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 71 °42'53" WEST 126.00 FET; THENCE ALONG SAID CURVE 157.95 FEET THROUGH A CENTRAL ANGLE OF 71 "49'27"; THENCE NORTH 89053'28" WEST 170.76 FEET TO THE BEGINNING OF A CURVE. TO THE LEFT HAVING A RADIUS OF 99.00 FEET; THENCE ALONG SAID CURVE 3.8 FEET THROUGH A CENTRAL ANGLE OF 02°13'13" TO A POINT ON SAID LINE DIVIDING KING AND PIERCE COUNTIES; THENCEALONG SAID LINE, NORTH 45039'17" WEST 30.90 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG SAID LINE, NORTH 44°52'54" WEST 31.84 FEET TO THE POINT OF BEGiNNING; CONTAINING 23,609 SQUARE FEET, MORE OR LESS. 6cv. '�'T I • .a %lam Return Address: City of Federal Way Attn: Kevin Peterson, Public Works Department 33325 8th Ave South Federal Way, WA 98003-6325 CONFORMED COPY 20161130000400 CITY OF FEDERA W❑ 76'00 PAGE_ 001 OF 004 11/30/2016 10:35 STATUTORY WARRANTY DEED FOR PUBLIC STORMWATER TRACT Grantor(s): HOMES BY LANDMARK, INC. a Washington corporation Grantee(s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): Portion of the NE 1/4 Sec 25, TWP 21 N, R 3 E, W.M. Additional Legal(s) on Exhibit A Assessor's Tax Parcel ID No(s).: 252103-9048 THE GRANTOR, HOMES BY LANDMARK, INC. a Washington corporation, for and in consideration of The City of Federal Way's approval of a Final Plat Approval, City File No. 16-102863- 00-SU and other good and valuable consideration, convey(s) and warrant(s) to the CITY OF FEDERAL WAY, a Washington municipal corporation, all of its right, title and interest, and any after -acquired interest therein, in and to the real property described in Exhibit A and depicted in Exhibit A-1 herewith attached and made a part hereof, and any after -acquired interest therein, situated in King County in the State of Washington. DATED THIS �' rT _ day of 20 Signature page follows GRANTOR HOMES BY LANDMARK, INC. By: A avid itowitz President' STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me David J. Litowitz, to me known to be the President of Homes By Landmark, Inc., the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this i GAlawformsWeeddev. doc 01115 day of 2U. r (notary signature) M.!^ (typed/printed name of notary) Notary Public in and for the tate` of Washington. My commission expires 0161 EXHIBIT A PUBLIC STORMWATER TRACT DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M_, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND MONUMENT ATTHE NORTH QUARTER CORNER OF SAID SECTION 25, FROM WHICH A FOUND CASED MONUMENT AT THE EAST SIXTEENTH CORNER BEARS SOUTH 89'36'01" EAST 1319.90 FEET; THENCE SOUTH 49024'17" WEST 314.25 FEET TO AN ANGLE POINT ON THE WEST LINE OF REVISED PARCEL B OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT #08-100581-00- SU, RECORDED UNDER KING COUNTY RECORDING NO. 20080813900003 AND THE POINT OF BEGINNING; THENCE ALONG THE WEST LINE THEREOF, SOUTH 00'58'17" EAST 60.21 FEET TO A POINT ON A LINE PARALLEL WITH AND 10.00 FEET NORTHEASTERLY OF A LINE DIVIDING KING AND PIERCE COUNTIES; THENCE ALONG SAID PARALLEL LINEt SOUTH 44'52'54" EAST $9.61 FEET TO THE BEGINNING OF A NON TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 14018'21" EAST 151.00 FEET; THENCE ALONG SAID CURVE 37.99 FEET THROUGH A CENTRAL ANGLE OF 14024'53"; THENCE SOUTH 89053'28" EAST 50.15 FEET; THENCE NORTH 00006'32" EAST 83.45 FEET TO A POINT ON THE EXTERIOR BOUNDARY OF SAID REVISED PARCEL B; THENCE ALONG SAID EXTERIOR BOUNDARY, NORTH 89'53'28" WEST 116.88 FEET To THE POINT OF BEGINNING; CONTAINING 9,493 SQUARE FEET, MORE OR LESS. 6C,�Z- - Z? j -2421$,:;� EXHIBIT A- S8936'01 "E ° 'Ip 24- 1319.9 TO MONUMENT a / A T EAST SIXTEENTH / CORNER AL LM'D / LOT 11 0 u � / PARCEL A, FEDERAL WAY LOT 12 BOUNDARY LINE ADJUSTMENT y / # 08-100587-00-SU / TAX PARCEL #2521039026 / N8953'28"W w �1116-88' r; o STORMWATER o TRACT C `,' . o Al LOT 13 9,493 SF' O f r 50.15'- TRACT A S89 53'28"E N44 52'54"'W L=37.99' R=151.00' SW 353RD PLACE 39.61 ' 1 D= 014 24'53" 1 - 1 S14`18'21 "E 151.00'�1 LOT 1 TO RADIUS POINT 1 J LOT 2 LOT 3 1 TRACT B J \ l NORPOIINT HEIGHTS _ STORM POND DEDICATION Department of Re►renue T, Washington State REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE TYPE OR PRINT CHAPTER 82.45 RCW — CHAPTER 458-61 A WAC when stamped by cashier, THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS ON ALL PAGES ARE FULLY COMPLETED (See back of last page for instructions) nC'heck hnx if osrtial safe, indicate °/n e0ld. List percenta a of arvnershi ae wired next to each name. c milillillillillill i F Mailing Address P B S City/State/Zip 01 Phone No. (including area code} List all real and personal Property tax parcel account numbers — check box if personal property �ti�dnz Af148 � © Send all property tax correspondence to: ❑ Same as Buyer/Grantee I Name Mailing Address P n BOX 26116 City/State/Zip EF-^ERAL WAY_ l — Phone No. (including area code) © Street address of property: 1 t d in Federal Way Mailing Address City/State/Zip FEDER Phone No. (including area List assessed value(s) This property rs oca e ✓❑ Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. Legal description of property (if more space is needed; you may attach a separate sheet to each page of the affidavit) SEE ATTACHED Select Land Use Code(s): 45 - Highway and street fight of way enter any additional codes: (See back of last page for instructions) YES NO Was the seller receiving a property tax exemption or deferral under ❑ ❑✓ chapters 84.36, 84.37, or 84.38 RCW (nonprofit organization, senior citizen, or disabled person, homeowner with limited income)? MYES NO Is this property designated as forest land per chapter 84.33 RCW? ❑ ❑✓ Is this property classified as current use (open space, Farm and ❑ ❑✓ agricultural, or timber) land per chapter 84.34 RCW? Is this property receiving special valuation as historical property ❑ ❑✓ per chapter 84.26 RCW? If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) NEW OWNER(S): To continue the current designation as forest land or f r,, —A l 1-4 List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption: WAC No. (Section/Subsection) WAC 458-61A-2f)5(4) Reason for exemption TRANSFER OF STORM WATER POND TRACT FOR PUBLIC PURPOSES Type of Document STATUTORY WARRANTY DEED Date of Document ! EXHIBITA PUBLIC: STOR.MWATER TRACT DEDICATION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ATA FOUND MONUMENTATTHE NORTH QUARTER CORNER OF SAID SECTION 25, FROM WHICH A FOUND CASED MONUMENT AT THE EAST SIXTEENTH CORNER BEARS SOUTH 89036'01" EAST 1319.90 FEET; THENCE SOUTH 49024'17" WEST 314.25 FEET TO AN ANGLE POINT ON THE WEST LINE OF REVISED PARCEL B OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT#08-100581-00- SU, RECORDED UNDER KING COUNTY RECORDING NO. 20080813900003 AND THE POINT OF BEGINNING; THENCE ALONG THE WEST LINE THEREOF, SOUTH 00058'17" EAST 60.21 FEET TO A POINT ON A LINE PARALLEL WITH AND 10:00 FEET NORTHEASTERLY OF A LINE DIVIDING KING AND PIERCE COUNTIES; f HENCE ALONG SAID PARALLEL LINEf SOUTH 44052'54" EAST $9.61 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS SOUTH 14018'21" EAST 151.00 FEET; THENCE ALONG SAID CURVE 37.99 FEET THROUGH A CENTRAL ANGLE OF 14024,53"; THENCE SOUTH 89053'28" EAST 50.15 FEET; THENCE NORTH 00006'32" EAST 83.45 FEET TO A POINT ON THE EXTERIOR BOUNDARY OF SAID REVISED PARCEL B; THENCE ALONG SAID EXTERIOR BOUNDARY, NORTH 89053'28" WEST 116.88 FEET TO THE POINT OF BEGINNING; CONTAINING 9,493 SQUARE: FEET, MORE OR LESS. Doi"_ Z77i'2�1 SUBDIVISION GUARANTEE Guarantee No.: G-6329-000007882 Order No.: 01148-54887 Issued by STEWART TITLE GUARANTY COMPANY Fee: $300.00 Dated: March 22, 2016 Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Countersigned by. 4,p� Authorized Countersignature Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Agent ID: 470047 Guarantee Serial No. SteV11c--wt �. title guaranty company Matt Morris President and CEO l�'%Ikf rr,�� 3 - t908 • TFKpS . Denise C rraux Secretary G-6329-000007882 In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. JUN 10 2016 CITY OF FEDERAL WAY CDS L WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-54887 Effective Date: March 22, 2016 at 8:00 A.M. OWNERS: Homes by Landmark, Inc. LEGAL DESCRIPTION: Prepared by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Guarantee No.: G-6329-000007882 Premium: $300.00 Sales Tax: $28.50 Total: $328.50 The West 447 feet of the East 1562 feet of the South 225 feet of the North 430 feet of Government Lot 1, Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington; Together with the East 1 acre of the following described property: Beginning at a point on the North fine of Government Lot 1, Section 25, Township 21 North, Range 3 East, W.M., in King County, Washington, which is 1115 feet West of the Northeast comer of said Government Lot 1; Thence South 205 feet on a line parallel with the East line of said Government Lot 1; Thence West 447 feet on a line parallel with the North line of said Govemment Lot 1; Thence South on a line parallel with the East line of said Government Lot 1 to a line dividing Pierce and King Counties; Thence Northwesterly along said county line to intersect a line running parallel with and 1592 feet West of the East line of said Government Lot 1; Thence North along said parallel line 290 feet, more or less to the North line of said Government Lot 1; Thence East along said North line 477 feet to the point of beginning. (Also known as revised Parcel B of King County Boundary Line Adjustment recorded under recording No. 20080813900003). SUBJECT TO: General taxes: First half delinquent May 1; Second half delinquent November 1 Year: 2016 Amount Billed: $2,317.42 Amount Paid: $-0- Amount Due: $2,317.42, plus interest and penalty if delinquent Tax Account No.: 252103-9048-08 Levy Code: 1205 Land: $159,000.00 Improvements: $-0- Page 1 of 5 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee 2. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. Deed of Trust and the terms and conditions thereof: Grantor: Homes By Landmark, Inc., a Washington corporation Trustee: First Diversified Corporation Beneficiary: First Financial Northwest Bank Amount: $865,000.00 Dated: November 2, 2015 Recorded: November 6, 2015 Recording No.: 20151106001042 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 4. Facility charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Water District No. 124 as disclosed by instrument recorded under recording number 8106010916. 5. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes For: electric transmission lines In Favor Of: United States of America Recorded: January 6, 1941 Recording No. 3139614 Affects: refer to said instrument for the exact location. Assignment of beneficial interest: Assignee: Puget Sound Power & Light Company Recorded: March 5, 1976 and December 24, 2003 Recording No.: 7603050539 and 20 31224000001 6. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes For: electric transmission lines In Favor Of: United States of America Recorded: February 10, 1941 Recording No.: 3145388 Affects: refer to said instrument for the exact location. Assignment of beneficial interest: Assignee: Puget Sound Power & Light Company Recorded: March 5, 1976 and December 24, 2003 Recording No.: 7603 50539 and 20031224000001 Said easement was partially released by instrument recorded under recording No. 911 Q02090 . An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes: For: poles, anchors, equipment, distribution, service and guy wires In Favor Of: City of Tacoma Recorded: January 6, 1965 Recording No.: 5973144 Affects: refer to said instrument for the exact location. Said instrument is a re-recording of instrument recorded under Recording No. 5908784. 8. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes: For: temporary construction easement for sewer facilities Page 2 of 5 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee In Favor Of: Lakehaven Utility District Recorded: October 14, 2003 Recording No.: 20031014000176 Affects: refer to said instrument for the exact location. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes For: sewer and water facilities In Favor Of: Lakehaven Utility District Recorded: October 14, 2003 Recording No.: 20031014000176 Affects: refer to said instrument for the exact location. 10. Agreement and the terms and conditions thereof: By and Between: Lakehaven Utility District and Landmark Homes, Inc. and Martha A. Stark Recorded: May 27, 2008 Recording No. 20080627001638 Amendment and/or modification by instrument: Recorded. June 3, 2011, January 2, 2013 and December 3, 2013 Recording No.: 20110603000458, 20130102000847 and 201312030 11086 11. Low Pressure Water Service Agreement and the terms and conditions thereof: By and Between: Lakehaven Utility District and Landmark Homes, Inc. Recorded: May 27, 2008 Recording No.: 20080527001659 12. Terms and conditions of Boundary Line Adjustment: Recorded: August 13, 2008 Recording No.: 20080813900003 13, Easement and the terms and conditions thereof: Purpose: access, ingress and egress and for all utilities Affects: refer to said instrument Recorded: March 29, 2010 Recording No.: 0 i70329001480 14. Consent for use of Puget Sound Energy, Inc. transmission line right of way and the terms and conditions thereof: Recorded: February 16, 2012 Recording No.. 20!20216001309 15. License and the terms and conditions thereof: Recorded: April 29, 2015 Recording No.: 20150429000666 16. Easement and the terms and conditions thereof: Grantee: Puget Sound Energy, Inc., a Washington corporation Purpose: utility systems and gas Affects: refer to said instrument Recorded: March 17, 2016 Recording No.: 20160317000582 Said instrument is a re-record of Recording Number 20160128000815 Page 3 of 5 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-54887 Guarantee No.: G-6329-000007882 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. Page 5 of 5 STEWART TITLE GUARANTY COMPANY /-) CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: June 14, 2016 TO: E.J. Walsh, Development Services Manager Rick Perez, City Traffic Engineer Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District South King Fire & Rescue Tanya Noscimento, Federal Way School District Rick Perez, City Traffic Engineer FROM: Jim Harris FOR DRC MTG. ON: DATE - June 30, 2016 Internal FILE NUMBER(s): 16-102863-00-SU RELATED FILE NOS.: None PROJECT NAME: NORPOINT HEIGHTS PROJECT ADDRESS: ** NO SITE ADDRESS 35300 Block of Norpoint Way NE** ZONING DISTRICT: RS 5.0 PROJECT DESCRIPTION: Subdivide 3.05 acres into 14 single family residential lots, access road and stormwater tract. LAND USE PERMITS: Final Plat PROJECT CONTACT: LANDMARK HOMES INC DAVID LITOWITZ MATERIALS SUBMITTED: Final Plat Map Lot Calcs Title Report CIT Federal Way RECEIVED JUN 10 2016 CITY OF FEDERAL WAY MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cityoffederalwa cone APPLICATION NO(S) _ 102_S6(�23IT — - t> Date iC: 1 Lf Project Name NORPOINT HEIGHTS Property Address/Location NORPOINT WAY NE, FEDERAL WAY, WA Parcel Number(s) 252103-9048 Project Description PIXASF, PRINT FINAL SUBDIVISION SUBMITTAL Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information RS5.0 & RS7.2 Zoning Designation SF, High Den Comprehensive Plan Designation _-y �AQQ Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): R-3 Occupancy Type Construction Type Applicant Name: HOMES BY LANDMARK, INC. - DAVID LITOWITZ Address: PO BOX 26116 City/State: FEDERAL WAY, WA Zip: 98093-3116 Phone: 253-927-6116 Fax: Email: djlito@comcast.net Si 1 Agent ( di e t than Applicant) Name: DUNCA SON COMPANY, INC. - JONATHAN BECKER Address: 145 SW 155TH STREET #102 City/State: BURIEN, WA Zip: 98166 Phone:206-244-4141 Fax: Em : jonb duncans co.com Sig t Owner Name: SAME AS APPLICANT Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application N 0] � O Q I rM :2 N W / m O O Z O W C-4 00 � E N 00 W / N N O i� a r X S'T I N G CONDIT ONS Q 4 0 I a m Rr - � aJ '- m I EDGE OF ASPHALT, -,- am MH RIM ELEV = 430.46' I.E. 419.28' 8' S. & E- I.E. 419.28' 6' N. & W. I STORM CATCH BASIN RIM ELEV. 430.26' I.E. 424.46' 15" B.I. S. & E. Z o a I I STORM CATCH BASIN I o !! RIM ELEV 428.75 d �~ ..f:'�; u^ i:E •V I p - I.E. 424.95' 15" D.I. N. & S.E FD. SURFACE J LAKEHAVEN UitUTY DISTRICT I- I BRASSIE v FD. PATCH W/ 2'X2' PK'S SEWER LIMP STATION 45 X• ST RM C v - �� 6" DIAL � HDPE FOIICE M \ I I RIM ELEV. = 4� 11-12-2007, 2-3-2003 . RIM 400.65 AIN _ LO 3/19/2008 FENCE IS OX NORTH LINE S ALED FROM SEWER PUMP STATION 45 PLAN � N. 1/4 CORNER, SECTION 25 I �°�� � _ _ _ _ _ _ _ 4plpp N89'02'21'W 372.42'(M) IE(SW) 398.55', 8PVC S` -+ --411+00 -----=-- -- --- -- - -- -- ------ DATED�12-1-2004 N87'41'00"W 516.29' • ' FD. PYRAMID MONUMENT �-50,' Sb , _ SEWER AND VAT EASEMENT ,�,� \ ' 27.49'(C} - - - - - - - - _IN aw I FOR LAKEHAVEN, UTILITY bI�T. ;- I ', _ FENCE tS 477.00 1i-t4-2007 i 434'- r ,. 27.75 P 244.19 0.6' SOUTH I '" R C r A ! 127.47'(CITY MAP) FD. 1/2" REBAR W/ CAP (LS 10008)_�' 2` 2.10' i3" . Ft NCO IS _ - EC' 2"X3 _ p �-'R 200310i,4000176 ` SS r t3" 13" 12" 12" 12".12" -� 24•'" o ,.' 0.6' SOUTH S5� , 1 _ R-L550�' ,+ NORTH LINE OF GOUT LOT 1, SECTION 25 S89'11'09"E 0.67' 204.9_0 '. 11 1 _ _ _ _ 20 "- • *- --_ o o e i3 0 J N87 3'3,3"W-i3t9.9Q'� _ , ° " 11-14-2007 ¢oo �� i `'"Dl ,'~ o " 25,'Ni12i 85.72 , - �iS723 t v /� EX. STORM CB PUMP STAl10N FENCE S SS - "�+- •_ , RIM 398.71' CORNER IS 0.T S. �T +���-= , SS ( SS ! "20' - - -`� tea i3"X5 i "v 158.38' `� t IE(NE) 396.46, 8PVC & 0.T E. I '%' , ' ' �+ - T �- `' -� "_ ` ",- �� 43�00 ( M H ' GRAVEL , �._ , , �" - - - -- I - - - ` I \ .sue ; , IE(S) 396.46, 8"PVC ' , \� - ' r` r -;; , co _ - - - l = ' i NORTH LINE OF GOV'T LOT 1, SECTION 25 RIM ELEV. = 390, 46'� /'"`, + '�'. .sue , F- _ - - - �- - - - - - - `r" Y =' - . - \ I.E 385.04' WEST 12' PVC '!/' EX. SEWER MH Q %12n , p , + r ? , ♦ A� M 7 1 �., o o: -' g FD. 1 /2" REBAR W/ CAP (HGC, LS 6422) 1 I.E. 385.31' N.E. 8' PVC RIM 397.83' ^ I I.E. 385.39 S.E. 8 PVC --- , r - , , , _ _ _ , ' 11-14-2Q07 c9 ` ' \ ` ' ' ' ' I I 14"X2 N60 4810 E 0.34 EX. STORM -a (C/L)388.31. , �• O� RIM 397.19 LADDER=WEST , , + , ', , + - + `,� v � 1 I.E. 385.28' SOUTH 8' PVC , , / _ - - - - - _ - , IE(N) 394.19, 8 PVC / r ' i f i `, + r ,` _ I.E. 385.21' S.E. 10' PVC O/O �` { i ; ', ` �f -�-� 50' _ ` *20" ss DOI IE(S) 394.19', 8PVC /I I + / 36"& +4" ' ` - M , FD. t/2 REBAR W/ CAP (UNREADABLE) �O RIM 397.05' ` U / I ' / ' '� / ,', ' i I ,b �' ~ - - 2�*- ' S61'16 0$ E 0.43' n I \ l TORM ` , I r SEWER AND WATER EASEMENT I , , , / '_ ; "' �'' ; I ; t8 i1-14-2007 RIM ELEV. = 390.27' IE(N) 393.85', 8PVC I `, j 7.-FOR LAKEHAVEil U11UTY DIST. 1� g + ` I.E. 386.67''N.W. 8- PVC IE(E) 393.85, 8PVC / (� REC. #2003f014000176� o I `, Z i \ I� r i HOUSE 12^ 1 1 I Al ORM o , l , �14" + I ' , ' , I $ I am I �9p ?SwT i39 41 RIM 398.61' " r J ' I '�122 2 " ...:.s i T.. IE(N) 393.66, 8PVC ` �I ; 22" T 28^ I i I / + `� 4`\ `� ,Z z_ „� 0 X -- w + + I I�j�g I - ui o I \ Q IE(S) 393.66', 8'PVC \` �I 1 IE(W GRAVER (- I + ' / i + ` I `\ , � i • I iv' < N ( -`� N I I FD. SURFACE BRASSIE 3/10/2004 SYMBOL LEGEND: IS FOUND MONUMENT AS NOTED ® CALCULATED POSITION OF MONUMENT • FOUND AS NOTED Q SANITARY SEWER MANHOLE 0 STORM DRAINAGE MANHOLE O STORM DRAINAGE CATCH BASIN c - ANCHOR WIRE ci2b UTILITY POLE OW WATER METER LIGHT POLE SANITARY SEWER VALVE -OP- P POWER POLE ASL SOIL LOG FIRE HYDRANT " WATER VALVE BARBED WIRE FENCE ®o- CHAINUNK FENCE 13 WOODEN FENCE -.P --- UNDERGROUND POWER LINE - SS --- UNDERGROUND SANITARY SEWER LINE - SD - UNDERGROUND STORM DRAINAGE LINE W - UNDERGROUND WATER LINE - OP- OVERHEAD POWER LINE COTTONWOOD TREE >i DECIDUOUS TREE CEDAR TREE FIR TREE MAPLE TREE t MADRONA TREE P MAILBOX 4& WATER BLOW OFF 1rs ) 393.66, 8PVC , ' 14^ p , �♦ I \ \\ x� o Cl�HELD PARALLEL WITH WE4LINE OF / ; ', '+ ` ,' I ' ,+ ,M �`♦ \ z , PW OFICORONADO VIGE',� a o o o / PER R.O.S. 9611059002` , 1' `\\ `� 12" �i / i s>vI _ - 436'' 1 ♦ ST M `r \ C 6`• r ,{ ,. t 1 r-am r , •+ t ' , w z ao ° 1 RIM ELEV. 389.40' I 4 ° A 2 'i ' 18 STOF�MWAIE&d�1RL1R TION N89.0554"W °��3� '(M) I.E. 385.75' NORTH 8" PVC \\ o ��,�• - - - TRENCH E SCALED fOM 5EWQ 1i `\\ w ' HELD WEST LINE OF PLAT OF CORONADO VILLAGE I PUMP ST�TION 45 PLARRAVEI 1 \ ( m , ` I FD. SURFACE \ ,,��\ �o I i I DATED.12,1-2004 -43g (PARALLEL WITH MONUMENTED 21ST AVE SW) ° BRASSIE \ '`O 3 10 2004+ (- =. ' / `♦ O �X° 150 T--+- 1 ` -447(C)&(D) , -7237.71' .` GRAVEL 24 t _...... _t. __..._r t 87�3'33"E 209.29'INf ``♦ ,� `, t I l '♦ ,�^ 1 I I I n %Y 20 "1' \\ `\ I `, o ,'1 I !tea. `-'`d' r.J e:J•. 2 10�` O EASEMENT + ' ' , n ' + ' ' *r:•'J . e WER E ENT W/ 2 GUY LIRE EASEMENTS I , 1 w « , 'I FOR Cl OF OF TACOMA, A.F.N.( 597314f , I �,� 4 \+ `, `♦ ' \ 1.6' I :- �) I 1 , ♦ I , 1 i I I I , t ` ` I ` \ .f. ••d' ' °♦� +� � �'�? Z .�^ I / ',� ` �♦ I ,' s- lo� I ` /�D. STONE WIX 0.7' DEEP FD. 1/2- REBAR W/ CAP (LS 10708) O \ GRAVEL I ` / 1 13-2007, �-3-2003 ' , ' ' ' ' ' ' ' , ` ( \ P S3316 Ot E 0.95 \,- x , ' � � _•r---------- �- 11-13-2007 '�°o `o a i ? I `ps�.S�.l f qtl' OF TACOMA , , � I 1 I I � I I , ' ' I '♦ ' ♦�.S� SURVEY_ MONUMENT #87 `♦� , ' 12 1 RIQ N. 717411,755 ♦ ,��" , \ 9 s GRID E 1177014r386' , , t , I 12"�(3.5�.•� ^ go HELD COORDINATES , , 1 , -; � I I I � � 0 � `♦�9x,, 18" ' ` iUj � c� ♦`�` i 7 ¢ 0 1,' 20,7 i i , i i i i i i i I ia`, I'n`, `� 14" \� b 'cv♦t . a STORM MH rr , ,� ! s 1 , , , I I I , s ` o a ` `. . o In ♦ I ` I s , 1 1 t , I I � , I I , ` I � cn ` ( ♦ � ,ri ♦ ♦ N `. RIM 395.43' m I IE(SE) 390.31, 8PVC + 1 I , ( I I I , I , I , ` `♦` ` LLJ IE(SW) 390.31, 8PVC I ' + ' ' ' ' ! ' I 1 \ I I ♦` jj IE(NW) 388.45, 121PVC I t � `, i i � r 2g, i I f i I , I , 1 `• a ♦ x o+ STORM C$ I j i 12`' 1" RIM ELEV. - 394.96 ' J , ' '1 s� I I I I� I � \ .. i.E 391.22' N.N.E.8' PVC ii%Y. b I ' ' ' ' , ' , i I 30 `ti 14 30, EX. STQRM MH i \ r 9 t' /� a6.; ' �� I I I ' ` RIM 396.75' i \ i 1 i �O ' ' ' ' I i + i (( `0 i ,' 18' ` r , c� I IE(NW) 392 00', 8PVC C r Go CURB O -41 =o-o- o b---o--- 6 4 S87'41'00'E 82.43' 2.5' \ N8773'33'W 214.10' ° �� t \ I 3.8' ❑`==D--❑--❑ _ �o 15^X3 I I � `♦ i , � ' NORTHEAST UNE OF 7.9' ` PUYALLUP INDIAN RESERVATION }--•-50'----j--- 50' \ i \ ♦ ) RIM 399.83 T ♦ w W t a , \ o r, I LEGAL DESCRIPTIONS: ` I PARCEL 252ION026 BEGINNING AT A POINT ON THE NORTH LINE OF GOVERNMENT LOT 1, SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH I i IS 1115 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; i I 'y�66`� - I 1 = 40 THENCE SOUTH 205 FEET ON A LINE PARALLEL WITH THE EAST LINE OF SAID \ �yF 9� GOVERNMENT LOT 1; THENCE WEST 447 FEET ON A LINE PARALLEL WITH THE c . NORTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH ON A LINE PARALLEL -4- + WITH THE EAST LINE OF' SAID GOVERNMENT LOT 1 TO A LINE DIVIDING PIERCE AND o \ \boy?oe" I 0 20 40 80 j KING COUNTIES; THENCE NORTHWESTERLY ALONG SAID COUNTY LINE. TO INTERSECT A LINE RUNNING PARALLEL WITH AND 1592 FEET WEST OF THE EAST LINE OF \ GAF o�yF BASIS OF BEARINGS: SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID PARALLEL LINE 290 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID GOVERNMENT LOT 1; THENCE EAST ��°�i o WASHINGTON COORDINATE SYSTEM OF 1983, SOUTH ALONG SAID NORTH LINE 477 FEET TO THE POINT OF BEGINNING. i \ I ZONE (NAD 1983/91) PER CITY OF TACOMA SURVEY CONTROL PARCEL 2521039048 ` 41 6'Ir "ALL DIMENSIONS ARE SHOWN AT GROUND LEVEE, I THE WEST 447 FEET OF THE EAST 1562 FEET' OF THE SOUTH 225 FEET OF THE , CALCULATED MONUMENT PER /y � UNLESS OTHERWISE NOTED." NORTH 430 FEET OF GOVERNMENT LOT 1, SECTION 25, TOWNSHIP 21 NORTH, CITY OF TACOMA AS-BUILTS BPO71A&D I RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON. PT = 5D+L24 v ems, -CURB & GUTTER R=65.00' L=44.64' A-39'20'49' FD. CASED MON. �11/30/2007 C RIM ELEV. = 429.63' .E. 419.68' 8' PVCI N., S. & W. RIM ELEV. = I.E. 425.40' 1? 429.70' D.I. S. o �- � I.E. 425.3p' 15' D.I. N.W. c � W I MM�rn 1 o� cc RI I.E. 420.12'1 =-430.22' 8' PVC N. & S. v 5 cc ! 11 R=150.00' - L=71.52' \ A=27ig'06' I o I FD. CASED MOT. i ' 11/12/2007 I W� � I I I f vi , I W I I Q 1 LO eV. ! I I I 0 ��N II �dpp �fi to I - z I i I I 1 I �f I sl N I Q NI I N I 1 I 1 I FD. CASED MON. x>I 11/12/2007 ?� �I rl N FD. CASEDMONU I SW - 356fh St 1-12� 007 I 4- i - KING CO. PARCEL NO. 252103-90269 9048 I P `\ VERTICAL DATUM: ��R1 r� ,y 1 .1.�'1,3�j/ FD. SURFACE N `� / CALCULATED MONUMENT PER CITY OF TACOMA BRASSIE �+ \ ELEV. = 398.070' (NGVD '29) 10 2004 CITY OF TACOMA AS -GUILTS BP071A&D ( c \ Vie : - - \ TOP. OF EASTERLY MON. OF TWO MON& AT 1 3/ / N89lf21'W 340.58'(C) INTERSECTION NORPOINT WAY AND N.E. 29TH ST. M �', 10305 Canyon Rd. E. \ CONTOUR INTERVAL = 2'ipNgE LAND gJQ' Puyallup, WA 98373 IF N FD. CASED MONUMENT OWES t' (253)845-0048 -*- 11-12-2001 FD. GRABBLE W :. --12-2007 _--- __ Z \\ LANDMARK HOMES - 2' TOPOGRAPHIC MAP ap C7 CITY OF TACOMA M-- > I z_ Z � SURVEY MONUMENT 194 Q \ Job :5282 Name: LANDMARK HOMES Phone 927-6i16 NOTE: \ THIS DRAWING IS NOT TO BE USED FOR DETERMINING THE EXACT LOCATION OF ANY UTILITY LINES BEFORE STARTING FD. SURFACE zg I N87'47'32`W GRID N: 716393.911' Scale: 1 = 40 Address PO BOX 26116, FEDERAL WAY WA 98093 w GRID E. 1177003.354' \ ANY"CONSTRUC110N, EACH INDIVIDUAL UTILITY COMPANY MUST BE CONTACTED FOR MOST CURRENT LOCATIONS OF HELD FOR ROTATION Dote: 7 8 2008 Datum: CITY OF TACOMA NGVD '29 Field book : 505 BRASSIE �1,50' cV .3/19/2008 t 29th St NE c0 �► Drawn by. JHC, MTP, CSB Drawing name: 5282TOPO-TACOMA Checked by. AER JR. LINES AND/OR CALL. FOR UTILITY LOCATE AT 1-800-424-5555. - - - - -- - - - - ° IN THE NW,1/4 OF THE NE 1A AND NE 1/4 OF NW 1/4 OF SECTON 25, 121 N., R. 3 E, WA., IMG CO., WA, CITY OF FEDERAL WAY V) m oa I M w �a 0 0 Z N J v)00 w i ui p T I \EDGE DIRT PATH A PORTION OF THE NW CORNER OF SECTION 25, TOWNSHIP 21, RANGE 3 EAST, W.M. r � .I.-r �r ~r �r �I r-r r � fro J�001�0 ��� -50 29 � 310 2J -5J 20 4� J J 020%5 1200 40% OR GREATER SLOPE AREA 6020%-5 1010 PLAT JOF HUMANE WOODS RECOURSES REPORT 100 18 99 I 502J%500B30 \ f 1 98 \ 97 I I )\ \ 07:J JJJJ I IALT DRIVE 2' -NORTH LINE OF GOUT LOT 1, SECTION 25 262103J04l �s 2521039047 ?o� L'NPLATTED 650000 162 E3530000170 E33 00001r 0 0��00001J0 ., E33600D0200 6060000211 o 30000212 --------------------------------------- ----50' N87*41S . SEWER AND ATER EASEMENT 477. 0' I I 434 7-ACT T A o zy 2.10' %> I-F€t�CE IS \ REC. #20031 4000176 SSA 0.6' SOUTH Y�� S_ SS, 2 49 I R=150.00' 1L=5.12' 5.'—` 3� SS 72` A=157 23" N r — %' — — _ SS- SS 20 - 158.38' / R=150.00 — — — I — \ y / t t �-- �. > —� '= NORTH LINE OF GOVT LOT 1, SECTION 25�I M L=71.52; �� , 10 i B ___ �� �- 04 d 27i9os" SCALE' 40 1.6' E [Eli i L ' , CONC. ) �\ 7749 Sf� \ 16764`S� --� ( Jf�_= _-r wi ='{ I 170150J0 -N��. � 40 20 O 40 80 50' I vr? � `. I -,. e of ,til ,I IP y o CONTOUR INTERVAL — 2 SEWER AND W�TER EASEM�NT_..---------_��i!G 17 FOR LAKEHAO� UTILITY DI T./ <�i/ice v` I \ - w REC. #200.31014000176� ( r� 39, r%r' /its`-------'--10�. ------ 1 0------------------ \ z qus CD J` / {J / l N Y Z N WLI ( - ' '�'y. ' {� - CD y }ter' - \ 10-5 / - NOTE. - 117 54 SF ,'` , / I r a o �% I 8 BUILDABLE AREA ON LOTS 4 10 WILL BE RESTRICTED DUE TO Cj o W "�, \Q54y�ts 17�1�001�J , POWER AND SEWER/WATER EASEMENTS. SEE ADJUSTED BSBL CD �� � 1 ' / � ` � , � � \ �'svi,• I� s � ', w LINES. 3JII �' ILLJ L Lo SITE STATISTICS S89' 2 E 150.OD _ —� \ — a�) , Cj� cam' 1�6 1�0J J1! S8 '41'00"E 237.71' ! r \/ ?-------------- j -- _ ---/— '23' 3"E 20. o 30' OF �P�DEVELOPER/OWNER: LANDMARK HOMES S8 ' I /a= ---L-may\ - = !/ \\ `• P.O. BOX 26116 FEDERAL WAY, WA 98093 3116 Ali`` '.L I 1 10�OWE EASEMENT W/�2' GUY RE E LNTS 11z `, I \ I W O` W 'of 1 I Cl RM FO CHY',UF TACO A, A.F.N. 5973 Ij g I ;` t I \ I �\ vOF �O SURVEYOR: RIIPINEN SURVEYING 1.6, L Iw I / 596 SF {, b ` I 10305 CANYON RD. E. 7234 SF PUYALLUP, WA 98373 r r�I ` 9 93 , Z J1' 1�001�0 _ \ ' i o I � SF �. 1 � 114 I �, 13 � � � � � I, k ;� 253-845-0048 s tZ 1 � / ' A 506 SF I 007 SF I , 4 / ; z \ 15 w f IZ, \ �, ' I STREET LIGHT I - 2>> 10-800TI/-!6 Lu 06 t\ \ a `SL l ` 73+00� I 14+� / w i SF } a`;' \---- A-----'----� �- N - ----' , � -- p;� \----- \ - - -- . BUILDING SETBACK LINE f 0- - -- 5 a 14 1 1 +, 2 4 \ 5007 SF f ' 5065 SF 1 5044 SF 5096 S U) 1 E3 1500 140 F i ; 5' (TYP) Lo �30' 30' �• 's9 h ' f ; ; I ' ; °° 8138 F ��I�' \ 9 3 II 1, » N I �l1� a I NO UTLET I� SIGN c�° til/i, / 5 (�'P) ' o 0550000100 1 9 �I ---- LANDSCAPE -------�- -_ -,L � S87'82.43'----------�----- \ (( I TRACT 2.5 N8741'OQ"E ' 3'33'W 214.10' ` I� 1924 SF I 3. �.00 1 NORTHEAST LINE OF I ` i PUYALLUP INDIAN RESERVATION 2-5J1 J r i 50' I 6 3-5000006 LOT 4 ,# , LOT 3 E3050000110 co I w co I = 1 ♦ 1 ` � I ♦ s t E30-50000061 ` 1 # 6�0000120 + ` t ♦ ♦ �i it ♦ ii II -------------------------------------- 4 N:717386.12 E:1176946.58 R/W CL R/W C C SIDEWALK SIDEWALK 90' —I I 3' I 5' 45' I. 45' I. 5' 3-0' 106' SECTION C-C CUL-DE-SAC ROADWAY CROSS-SECTION "Z" NOT TO SCALE i 03 00000E31 SFoi> 461 o ti SG�Tt �FFO �'pOsi � cL 0 y� I 60-5000008:8 �o Ise, 2 52103J0f 3 1 z CL z z z EASEMENT w CIL 6 DRIVEWAY �- BOLLARDS AT ROAD SECTION B-B ENTRY WITH 4' O.C. MODIFIED PRIVATE DRIVEWAY/NON-MOTORIZED PATH NOT TO SCALE ENGINEER: ESM CONSULTING ENGINEERS LLC 33915 1st WAY SOUTH SUITE #200 FEDERAL WAY, WA 98033 253-838-6113 11 J�00- PARCEL NUMBER: 2521039026 & 2521039048 i ZONING/COMP PLAN: RS7.2 & RS5�0, MULTI -FAMILY & SINGLE FAMILY HIGH DENSITY PROPOSED USE. RESIDENTIAL SINGLE FAMILY i SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT ( I FIRE DISTRICT: FEDERAL WAY FIRE DISTRICT NO. 39 TELEPHONE: U.S. WEST COMMUNICATIONS POWER: TACOMA ELECTRIC AND/ OR PUGET SOUND ENERGY I ACCESS ROAD TYPE 'W' ROAD SECTION CLASSIFICATION PARCEL SIZE. 3.06 ACRES = 133,293 SQ. FT. 70% MAX IMPERVIOUS 70% = 92,995 SQ. FT.t SURFACE COVER EXISTING IMPERVIOUS SURFACE = 0.00 NEW IMPERVIOUS SURFACE= 2.03 AC. = 88,293 S.F. t TOTAL IMPERVIOUS SURFACE = 88,293 S.F. t NATIVE OR GRASS SURFACE = 1.03 ACRES = 45,000 S.F. f 66%t OF SITE WILL BE COVERED WITH IMPERVIOUS SURFACES OFFSITE IMPERVIOUS = 0.01 AC. = 2,965 S.F. t OFFSITE GRASS SURFACE = 0.004 AC. = 176 S.F. f STORMWATER TRACT AREA = 10,109 S.F. f NEW PUBLIC ROADWAY AREA = 29,035 S.F. f ACCESS TRACT AREA = 1,020 S.F. f LANDSCAPE TRACT = 1,670 S.F. f NET PLAT AREA (MINUS ROADWAY, ACCESS TRACT, STORMWATER TRACT) = 91,016 S.F. = 2.09 ACRES. R/W 3' T 5' 11 I 112.0% 4" THICK CEMENT CONC. SIDEWALK (TYP) 26210 300 ? R/W 26' 26' 3.5' 1 4' 1 4' 3.5' 5' 3' 0.5' _ 2.0% 2.0% 12.0% I -- CONC. CURB & 1' (TYP.) GUTTER TYPE A (TYP.) 3" HMA CL1 /2 PG 58-22 2-1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 5" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE SECTION A -A TYPE 'W' ROAD SECTION NOT TO SCALE CITY ## 08-100329-00-S U REVISIONS NO. DESCRIPTION/DATE I BY n'r/_0_JVAL ENG\* J \ •• tD c0 N c E dam+ a 0to0 L Q 3 p W a° N W ® L5LdN vv wiz W cc z WmW _o 0 Z o W o c O o 0) Z �rn Cpm v � Q •C a� c (il 3 coo �� �, U 0) T O o Z __ to '> _j sr IL O 0)'oco •U U coti E N D, �L 3 �o rn� c W O U 0_ z 0 0 z Q (1) F W W V) G Z 0 W 0 1 ~ i 0 \ 0 Q Z 0 F_ OU) CL Z w 0 Z J w 0 w u- LL. O U JOB NO.: 1453-002-007 DWG. NAME: PP-02 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 08/24/2009 DATE OF PRINT: PP-03 ? OF 5 SHEETS 'ti IV, \n, L6�109 Lpry\Og \°ry\Od The information included on this map has been compiled by King County staff _ _ _ __-__ - - - - - - - - - NE 25-21-03 ldllllllftfrom a variety of sources and is subject to change without notice. King CONTROL MAJOR SHORT PLAT SURVEY/LEGAL �ry°ha 5v°yh sb9` O County makes no representations or warranties, express or implied, as to CONTROL MINOR PARCEL HYDRO z\o� ENO Boa N K� 2056 accuracy, completeness, timeliness, or rights to use of such information, __ _ ____ : by by o 0 100 200 King County shall not be liable for any general, special, indirect, RIGHT OF WAY ORIGINAL PARCEL CITY BOUNDARY 0�h6 ��oye ��1s3 , incidental, or consequential damages including, but not limited to, lost - - -- Scale 1:1200 (1 = 100 'KING revenues or lost profits resulting from the use or misuse of the information PLAT EASEMENT Parcel Boundary \03 \op FEET contained on this map. Any sales of this map or information on this map is Platted Major Boundary S��ye $h DPA T E T ®f ASSESSMENTS prohibited except by written permission of King County. ti'1 April 07, 2005 b3ttlb „-,�, ...... `. r ab.. 1.: - - R-500 �__"-,..,�� 42.93 N89-01-05 E 1.7 ] + ;. 1 is JU '�, ` tJ1/U ", n oy-JIoAO.W - -p 01C .�'o_ 15. 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J �:, �149 SF ; /6716�-- r -- 1.s _`a �Sf / j 176115J� 1l0 25521JCJJ �1 w I t F1M (1 1 = W -r co- Ali -----`--=--------------- - �I / SEWER AND WATER EASEMENT � �• � -L---- I /�,m � FOR LAKEHA UTILITY DI T. �I/�/ i 7 / I REC. #20 31014000176 f---- ----------- -- h o CD C. 2521039047 / 20.8 il`\mil f N N � UNPLA7 D 111 ' -- - o I aF, atl \_\ll/� ,7 � o o Q�SP 0 ` , N �� I t: s 0 PROPOSED SANITARY cn � , SEWER LINE & �� Z o M �0 16 EASEMENT I I- / \ n - ! r/ ��_ 6360000 170 6-86000D 1_90 606000D211 --------------------------- \ LNTS - - - - - - ` O Vft E MENT W 2' GUY �RE : I - ! / I , U \P \ CI OF TACO A A.F.N. 0913 �, �/ 1�2 i �ll r �pD \ ' Yr ; 2 I \ \ 0 1.6 N,`� Y I t II �u 59 SF I ! , 34 SF-- 1 \ I I,93�SF da4 13 1 l/ o U, � ass— , ' 500 t _ ; { SF L `y W I SF 007' qq ; STREET LIGHT 15 , G7 LA 9 BRA " \ k 9�� ® { \\ k4 SF ?� �• I 1 , INTO N:717386.12,. ----- ---- E:1176946.58 rn��` •� 2 i 4 t ---------- SL I _ -?4 065 504�F SF I 50 SF \ 5096 S_ � 3 3 I a39 ; I 26 00 �2 �• I �j 813Ab ,fNO OUTLET" I SIGN o o LANDSCAPE 0 0 - `^ Q ____ TRACT 1924 SF 25-----_ L ,. NORTHEAST LINE OF PUYALLUP INDIAN RESERVATION r I �, ? I �- PROPOSED WATER = 2�.21�3J062 I CONNECTION 1 1 I , I I E30550000120 •N � , �I - ------------------------------------- ----------- -- i? I 60-50000086 6060000086 LOT 4 601-50000000 17 15-J 140 N L J N 17�1 1f6160( 17 16C 176 11 ENCE & POND TRACT LINE EXISTING -- — —" FENCE & OND TRACT LINE CAST-IN-F LACE ELEV.= 96.00 CONCRETE WALL WATER STORAGE (8' HIGH N AX) ------ -------------- ACCES -------------- -------------- - - ----------- ----------- ROAD EL .=391.00 WATER QUALITY PROPO ED r? 6' WIDE BERM N FINISHE I (RETAINING WALL) GRADE 29 L 12"b S.D. P ND BOTTOM @ S=-6 97% EL .=385.00 S.D. OUTL I.E. = 389 00, 12 0 M.H. 1 TYPE 2 48" 0 CONTROL STRUCTURE 1 T.G. S 403.02 '0 I.E. 391.00, 12 i 20+40 20+80 21 +20 SECTION A -A SCALE:1"=20' HORIZ. 1"=5' VERT. 176 1 410 400 Ki-oZt7 21 +60 380 SCALE: 1" = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' LEGEND 'r SANITARY SEWER MAIN r.t-- WATER MAIN STORM DRAIN LINE EXISTING CONTOURS ---810--- _v-812_sv PROPOSED CONTOURS CLEARING LIMITS --®--_----® TREE PROTECTION n SCALE: 1`20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 DETENTION/WATER QUALITY POND SCALE = 1 "=20' I I -FEN E & POND TRACT LIN �EXISTING[ S.W. ?353RD PLACE'GROUND --- j _AST IN PLACE --- -' CONCR WALL (8' HIGH MAX) ELEV. 396.00 `I WATER i- STORAGE --------- Q EL .=391.01 I WA ER QUALTY 44 L. F. 12"0 S. . @ S=10.30% _ S.D. INLET POND^' BOTTOM I.E. = 389. 0, 12 0 ELEV. =385.0 9f :DOSED FINISHED PRO 399.24 T.G. GRA E I.E. 393.85, 8„ - I.E. 393.52, 1 "0 10+40 10+80 1 1 +20 11 +60 SECTION B-B 1"=20' HORIZ. SCALE:1"=5f VERT. CITY # 08-100329-00-S U REVISIONS NO. DESCRIPTION/DATE BY � to y t �o t S L U T0 t0 co N � � CC) tq W) N '� CD d• rn +' U U cli S 3 p 00. av w w ® �WZ U Z W=Z w Wmw c c JJ Z 0 w cli o c o o O U E Z O 0 aim �Q �j N U U � c (n Z LD ';>_ 0 ° °- O rn �a •U U co Ii E N o, c �L Q Y 3 =o 013: c W U 2-0 Ud Z /On V Z 2 a Z U W s 0 Z 0 LLJT o T 0 (j Z z o � Q ® U Z }- Q Z J � � W O � zLd 3 J 0 w w O 0 JOB NO.: 1453-002-007 DWG. NAME: PP-04 DESIGNED BY: SLS DRAWN BY: JAT CHECKED BY: DATE: 08/24/2009 DATE OF PRINT: P P-04 4 OF 5 SHEETS I - - CODE REQUIREMENTS GENERAL NOTES 1. FWCC CHAPTER 20 ARTICLEIV 1. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH OTHER SITE JHE SEWER AND WATER EASEMENT A. FWCC 20-178-A 10' TYPE III BUFFER IS REQUIRED WHERE PLAT IMPROVEMENT AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. FOR LAKEHAVEN UTILITY DIST. ABUTTS AN ARTERIAL STREET. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DAMAGE TO UTILITIES. K% j f3EC.--#20 014000176 ROPER s_ -- B. FWCC 20-179-RETENTION OF EXISTING VEGETATION IS ENCOURAGED 3. CONTRAC,TORRSHAMLDMAINTAIN ANDWATERALL DISTURBED. MATERIAL UNTIL C. FWCC 20-186- --"r` AND ACCEPTANCE BY THE OWNER OR HIS AGENT. C »��O MPANY ` \+ 1 1 1 ;�� a. A LANDSCAPE PLAN SHALL BE PREPARED BY A LICENSED L.A. 2 MA,,DRONA _ - - f•-r --, r i �,1%n 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING QUANTITIES OF GROUNOCOVERS b. SIGNIFICANT TREES TO BE PRESERVED IN CONFORMANCE WITH y fl _ ,}-- • • °'—... , • ` �.� �... � � f- r ,�a� _ ___-ss + - � � '•L. •_..__ 1-3 XSHAZELN{�T AND PLANT MATERIALS UTILIZING ON CENTER SPACING FOR PLANTS TOGETHER WITH r. FWCC 22-1568. '• - MINIMUM PLANTING DISTANCES AS -NOTED HEREIN. d. STREET TREE PLANTING REQUIRED, DETENTION POND BUFFER 5. GROUNDCOVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES IN THE PLANT SCHEDULE OR AS SHOWN ON THE PLAN. WHERE REQUIRED ON ALL SIDES. ,vtli�, r rr R 2. FWCC CHAPTER 22 GROUNDCOVERS ABUT CURBING SIDEWALKS SIGNS OR POLES MIN. PLANTING DISTANCES SHALL , .;, A. FWCC 22-1564 GENERAL LANDSCAPE REQUIREMENTS BE 12" FROM CENTER OF PLANT. FROM CENTER OF TREES THE DISTANCE SHALL BE 24 �• s',-;..><:, ;sf e. TYPE III, io' BUFFER ALONG ARTERIAL FRONTAGE 6. CONTRACTOR SHALL PROVIDE THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY t=�k.: \, I <f ,� ,f! 1 � �' ���;-tom , ?>M ,' f. 25% OF PLANTS TO BE DROUGHT TOLERANT SYMBOLS ON THE DRAWINGS. g. NEW DECIDUOUS TREES TO BE 1.5 CAL 7. SUBGRADE IS TO BE WITHIN 1 /10TH ON ONE FOOT AS PROVIDED BY OTHERS. » -��'(�,�•°h. NEW EVERGREEN TREES TO BE 6' MIN. 8. NEW SHRUB BEDS AND LAWN- AREAS SHALL RECEIVE A MIN. OF 4" GRADE "A" TOPSOIL PER KING COUNTY s 20 FIR I. SHRUBS-SMALL-12", MEDIUM-18", LARGE-24" ECOLOGY GUIDELINES. INCORPORATE(ROTOTILL) INTO TOP 2 OF EXISTING SUBGRADE. I I J I j. GROUNDCOVERS-PLANTED TO COVER IN 3 YEARS " 9. ALL BEDS TO RECEIVE A MIN. OF 2 FINE -MEDIUM BARK MULCH. SUBMIT SAMPLE TO LA FOR APPROVAL. FIR - m 1. i �• -' �i.�. ,,,5';; -� � LANDSCAPE AREAS TO RECEIVE 4" OF TOPSOIL 10.ALL PLANT MATERIAL SHALL BE, FERTILIZED WITH AGRO TRANSPLANTER FERTILIZER 4-2-2 PER LANDSCAPE AREAS TO RECEIVE 2" OF MULCH "� � # J � �• 1 "CEDAR` (. `� � � ' � ' = MANUFACTURERS RECOMMENDATIONS. ,1 c ���"E t' Ali I r ��r ry `" B. FWCC 22-1568 SIGNIFICANT TREES 1 II.ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR THE GRADING OF NURSERY STOCK, I SEWER AND WATER EASEM� ��.s� , ¢ FOR LAI�EHAV�N UTILITY LIST. r S ` °` ¢ LATEST ADDITION. REPLACEMENTS SHALL BE MADE AT ONCE. { j I I 4 \Ij`,!` t� _ '�I, 4� . o a. A MINIMUM OF 25% OF SIGNIFICANT TREES SHALL BE RETAINED Landscape 1 RED,, 2003101400017C + I I �% �..� r 'I�;' 1 , : i� .� i t} 20"X2MADRONA °`''' , fr' { b. SIGNIFICANT TREES ARE DEFINED AS TREES WITH 12"DIA A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR #� HOUSE. ":. 1 r „ r �.� SPECIES AND VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FULL, At"chltecture ;13 CAD ? rl — OR 37 CIRCUMFERENCE, IN GOOD HEALTH, NOT DETRIMENTAL Site Planning � 1; � � WELL BRANCHED, WELL PROPORTIONED AND HAVE VIGOROUS ROOT SYSTEM. ALL PLANTS g TO THE COMMUNITY. SIGNIFICANT TREES SHALL NOT INCLUDE; SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. BIG LEAF MAPLE, COTTONWOOD, RED ALDER OR POPLAR 816Cher Ave. #3A SD —- ns �? _ I +� r c. SIGNIFICANT TREES IN REQUIRED BUFFERS TO BE RETAINED. B. TREES, SHRUBS AND GROUNDCOVERS: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS' AS SHOWN ON PLANTING PLAN. PLANTS TO BE HEALTHY VIGOROUS WELL FOLIATED WHEN IN LEAF. urnner, `t€'Pa, 9839E 14 C D/ �;� ,.,fi ; d. SIGNIFICANT TREES SHALL BE PROTECTED DURING CONSTRUCTION - I !✓ FREE FROM DISEASE INJURY INSECTS DECAY HARMFUL DEFECTS AND WEED FREE. SUBSTITUTIONS ';I 1 A CHAIN LINK FENCE OR 5 HIGH ORANGE COLORED 2 X4 10' OC, CONNECTED BY HIGHLY VISABLE SURVEYORS RIBBON SHALL NOT BE MADE WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT OR OWNER. Fa,,: 253-826-w8y.1 I ` ; - I'~ / 12"KMA;,DRO 1%a. ` t Pt 1 ; SHALL BE INSTALLED AT THE DRIP LINE. u , 12.WATER SHALL BE SUPPLIED TO MAINTAIN PLANT MATERIAL UNTIL ESTABLISHED. ropes _I @oo1.carr C. FWCC 22-1569 PERFORMANCE AND MAINTENANCE t �c� `��� � t w � t ---- - ---- -• " J - a. LANDSCAPING SHALL BE INSTALLED AND MAINTAINED IN �, f R' , . ` % ` • ( P°ice J EC } CONFORMANCE WITH FWCC 22-1569 r i �1.8"MADR !�!�f 1y�l I-i, f A�., PLANT MATERIALS LIST e, a n I c•i ,:,,v I 1 f ` ' I I ? � ` k�,•,; � � � { tI � � � < �Ii r�Y � f � I TR E SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE/REMARKS RPOINT 2' � , ;,;,RE Er�EPviEil?S t ` `�� ' 11 Aronia arbutifolia "Brilliantissima" Brilliant Red Chokeberry 6' MULTISTEM CLUMP(4 STEM MIN.) HEIGHTS 10 PO 'ER EA��'�iEN T W J 1 t i 1 + 11 F6R CITY TACOMA,, A 59r l �� ��, 30 Cupressocyparis Ley. "Castlewellan" "Castlewellan" Golden Cypress 6', A.F,i�. ,.��..�1.=F� { \ 1 u FULL, DENSE, SINGLE LEADER 8 OC Cupressocyparis ley. Castlewella r � I ', • " matched ` \v''!� ' '`'~ ' �4sla. 4� iklcal 35'oc branched@4'min matc IF— Sorbus scopulina _ �f. I`� ,�<<;7 _ 32 - FEDERAL WAY, WA. L s`r�r- �r ,s � . c�-rY Dr7wjU 3-41B -- 1 r, ,, t� i i I \� f , ,\ I ; \ ! �� f !� RUBS 39 Cornus stoionifera Kelseyi Dwarf Redtwig Dogwood 18"@3'oc � � wMMuril�iwwr wriil�w�arrifiit� - �: �jt n �. I'� \` I � " + I ` , \ '� � , �l 27 Hemerocallis H erion Hyperion Da lil 2 al clump, 30"oc LANDMARK HOMES 4 CEDA ., '� ���20 FIR \ \1- 1 yp Daylily 9 p- �� 29 Polystichum munitum Western Sword Fern Transplant from on site (3gal) Coordinate w/GC \ I { 1 SIR 23 FIR Vlburnurt OpU US _ ;,dam - \ 1 Rudbeckia Goldsturm Goldsturm Blackeyed Susan 2gal space per plan (Color Accent) :. {'(' , a,___._...-Sorbus_sca ulina._... Western Mountain Ash 24 @4oc, shrubby, muftis#em S, EEETTITLE R I - k, �� D • I i,,, �_ 1;` AL i 2 Spirea bumalda Magic Carpet Dwarf Bumalda Spirea 18"@30'oc o� I see upland mix 1 ' ` t� '',� 7 X 6 / \�. r \ ,' r 32 Vaccinum ovatum Evergreen Huckleberry 24 @4oc LANDSCAPE 1• see pond b ttom mix 1 i f 4 :t` 7�' {csr ;'� - �' 1 Cranberry Bush 24"@4.5'oc, full, dense �.. • I3 } ��os�-\ �, � y � 18 Viburnum opulus European C a rry y ' I , / .;,'°Y F. , 1320 sf Lawn grown, fescue, perennial ryegrass blend PLANTING & d4 .� 0 1 _ —�i Cn ;;J- TREE ®° ` • 1 l 12"X3ALDER i , _ /'`' !� ; l 6% Als kelCloOverDBOTTOM l % Marshfield Ballor Treefoa b% Redto Fescue,dow SE DING RATE-60# Colonial aegacrerass 10% Meadow Fox#ail Z �,; , W o o g o p- p RETENTION "RASS MIX POND UPLANDS - 50% Low Grow Perennial Regrass, 50% Ensylva Red Fescue - SEEDING RATE - 180# per acre. PLAN V '�,Y f ; C`, ,s HYDROSEED MIX TO INCLUDE PER ACRE:2000# long length wood fiber mulch, 250#-12-24-24 fertilizer, 50# slow release fertilizer -specified rate of s f 9 i -Y : j j ' 1 it �r � os� 'i �` �� l+' i Q �c?sF I ` •ssr j \ `� 14"MAPLE 1 1/ y =�.4Y.,11� `� ` ��'�`t r� TREE LEGEND SIGNIFICANT TREE REQUIREMENTS LANDSCAPE 9�� c �> > ; .�, r , 1 i /TRAC ) ,M�260SF ,TRACT(TYPE III � .�� %-; ::. .; % ., ; I f� , +� :, y v COTTONWOOD TREE ■ # OF EXISTING TREES 12 DIA. OR GREATER= 34 -� ----- — --� 1 _11 _- .y ..h•,rt O -. !! /} 1 1 } ! t t c� ,199,,141 _A ,.l.•.=_via \" �f���yA \ 1 °a y ; HAZELNUT ■ OF SIGNIFICANT TREES = 27 » (b - ( " 'n i S .-v ' I I9—emr� : `- V yy\ \ , �n� sow r I 12 X2ALDERa}`� upressocyprss ley. C stle ellan , 1 +�_30' I � I + � e���-yg- .:r✓a��\ �\ _ � Sciale: Aronia Brilliatissima 0 9 f ALDER TREE ■ # OF NON SIGNIFICANT TREES = 7 (6 alder, 1 maple) �` Qa 1 << 0 4 ATj eb1Jj..,j l'mb1�.7 �30'` MADRONA. 1,3"FI - p f21 \ ( m L, Stem •; 11 CEDAR TREE ■ # OF SIGNIFICANT TREES REQUIRED TO REMAIN (25%) =7 I /� rnus stolo i ifera Kelseyi �erns(l'ransrilcin,fromon site8''FIR,� i ! ! ____ _-_ • ; ,_� FIR TREE ■ # OF TREES SHOWN TO REMAIN = 16 (59% OF TOTAL) 4 FIR LANDSCAPE 1 ! l MAPLE TREE TRACTrTYPE Ill �� I '� NOTE: 7 SIGNIFICANT TREES ARE REQUIRED TO REMAIN PER t ` _ I t _ ! f ' o-��s , �` ,�. THE FWCC. ADDITIONAL TREES WILL BE PRESERVED SUBJECT STATE OF -- - - - - fru °��coe WASHINGTON REGISTERED --°oM MADRONA TREE TO GRADING REQUIREMENTS. - oo LANDSCAPE ARCHITECT �� �� I .• N d STAPLE DALE A. ROPER n ; CERTIFICATE NO. 164 NORTHEAST LINE OF 0�i� O� { TREE PUYALLUP INDIAN RESERVATION y �y f---- Job, No, PLANT 1 " HIGHER THAN REMOVE TOP 1/3 OF BURLAP IN NURSERY 2" SETTLED DEPTH OF SPECIFIED MULCH FINISHED GRADE I =111= =1 � I -I I � "•"•'• •• - •••'•' I 11=1 I I =1 I I -I 7111= — = FERTILIZER TABLETS/SPECS SPECIFIED PLANTING SOIL _III—) I I —III III -I I FIRM NATIVE SOIL MOUND —1 I�-1 1—�. 1 ... 1 1-1 i 1—, 1--� 2x Rootball Width v Shrub Plantinq Detail Dated `JULY 11, 2008 REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES II DETAIL REVISIONS 46 HCSE & WIRE TIES O I SPECIFIED TREE STAKE(S) 2" MAX. HOSE & WIRE TIES SPECIFIED TREE STAKE(S) WATERING BASIN = INSTALL "ARBORGUARD" OR 2 SPECIFIED MULCH " ~ "ARBORGARD" IN LAWN AREAS. SPECIFIED PLANTING w't PLANT TREE 1"-2" 2"SETTLED DEPTH SPECIFIED MULCH w Cr x HIGHER THAN IN w soil_ '- 0 NURSERY REMOVE BINDING TWINE & TOP � N� WATERING 6ASIN 1/3 OF BURLAP N REMOVE BINDING MATERIAL '- Q LAWN SPECIFIED PLANTING. SOIL & TOP 1/3 OF BURLAP FERTILIZER TABLETS FIN. GRADE —I ~F�{~ ~•% I— (4-21 GRAM-20-10-5) PERMIT � O I ' FERTILIZER TABLETS ':'' • .z• � >f• - . �-=• '' ' ,• SCARIFY PLANTING PIT UNDISTURBED GROUND -SIDES AND BOTTOM :% '. : " .4, :' �.', ' SCARIFY PIT SIDES i,: - & BOTTOM 12" MIN. FOR WOOD 6 DEEP, FIRM, NATIVE STAKES & 18" FOR REBAR SOIL MOUND CITY OF FEDERAL WAY 12" MIN. FOR WOOD ; I =1 (( I I I I I FIRM NATIVE SOIL MOUND IN HEAVY SOILS, AUGER 8"x6' DEEP 18" MIN. FOR REBAR —1 1 I 1 I I 1 I=1 1 I— DEEPROOT BARRIER 4 X4 2x ROOTBALL WIDTH HOLE (OR THROUGH HARDPAN) FILL (UB-24-•2) 8 PANELS WITH CRUSHED ROCK. VERIFY GOOD 2X ROOTBALL WIDTH PER TREE. SET TOP A MIN. OF I a DRAINAGE PRIOR TO PLANTING. EDGE OF PAVING OR PLANTING BED 1/2" ABOVE FIN. GRADE. I- , „ APPROVAL DATE: COMPLY WITH MANUFACTURERS SPECIFICATIONS. 3 —O Shrub & r,-% Acover Spacing Detail Coniferous Tree Planting & Staking Detail Tree Planting & Staking Detail SIGNATURE: SHEET NO. L I SHEET 1 OF 1 w1m 1 :3 a I LTA I 10 FA- ;Vd :1 WAA131-1 for NC)RPOINT HEIGHTS Vicinity Map n S� c gV, SW 340TH ST � Cn N PROJECT LOCATION S 348TH ST Cn NORPOINT WAY N Q Cn SW 356TH ST. c06 Vl R prepared for LANDMARK HOMES P.O. BOX 26116 FEDERAL WAY, WA 98093-3116 prepared by 33915 1 st Way South #200 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-61 13 h = 37385 FsS�ONAL ENG\����1 E � =:RES CITY OF FEDERAL WAY FILE NO. 07-105992-00-PC ESM JOB NO. 1453-002-007 SHEET 1 OF 5 Sheet Index Sht. No. Descri ion PP-01 COVER PP-02 EXISTING CONDITIONS PP-03 PRELIMINARY PLAT P P — 04 SITE & UTILITY PLAN LA-01 LANDSCAPE PLAN RECEIVED JAN 2 2 2008 CITY OF FEDERAL WAS` CDs. STORM CATCH BASIN R=65.00' P RIM ELEV. 429.45' L=44.64' I.E. 423.65' 15" D.I. S. & E. A=39'20'49" FD. CASED LION. 11 /30/2007 CURB SEWER MH RIM ELEV. = 428.83' o •// g3C� I.E. 418.88`. 8" PVC N., S. do W. ./ STORM CATCH BASIN, u; s;�;,, r,;:: \ ( I Ems- RIM ELEV. 427.94' \ \ STORM CATCH BASIN -� ,,,,,,, ,;. R MH ` I.E. 424.14' 15" D.I. N. do S.E. RIM ELEV 428 89 RIM ELEV. = 433.03' S I.E. 424.59' 12" D.I. S. LAKEHAVEN UTILITY DISTRICT I EX. STORM CB " I I ) - - -I 434'- -` \ `� \ \ I.E. 424.49' 15" D.I. N.W. 6 DIA. HDPE FORCE MAIN SEWER AND WATER EASEMENT ` , N i/16 CORNER SEWER UMP STATION 45 RIM 399.84' N. 1/4 CORNER, SECTION 25 50' 50' , \ LINE. S ALED FROM SEWER PUMP STATION 45 PLAN �- -`--I- - - �- .FOR LAKEHAVEN UTILITY GIST. , FD. PATCH W/ 2'X2' PK'S FENCE IS 0.4' NORTH I IE(SW) 397.74', 8 PVC DATED 12-1-2004 FD. PYRAMID MONUMENT I ; „,_ SS _ u' EWER MH_ I 11-14-2007 ( 432'- (_ _ '_ REC:20031014000176 12"X3 -434 R=150.00' N.E. CORNER GOV T LOT 1 477,00' S RIM ELEV. = 429.41` FD. CASED MONUMENT I1-12-2007, 2-3-2003 FENCE IS I FENCE IS '- - \ FNCE IS L=5.12 N89'53'28"W 516.29' 241 I SS '� N89'36'01"W 1310.90' ( I.E. 419.31' 8" PVC N. S. 11-16-1999 - 2 2.10' 0.6' SOUTH 13" 13" 13" 12" 12" 12". 12 - -+ 0.6' SOUTH 2O4.90' n � (` , '0.2' SOUTH 6.-1'57'23" 244.t9' FD. 1 /2" REBAR W/ CAP (LS 10708)-� •� �'\ ''' 'DITCH ._ o o e 0 13" 0 25 ,,��N` :12" ) - "" - - - - - I ; 158.38' 85.72' 1115.00' R=150.00' ` --- --- RTH LINE OF GOVT LOT 1, SECTION 25 N8836'23"E 0.6T / �- , 2U , - -- r_ _ r ,_SS r 120'. \ 13"X5� NO 11 14 2007 6S - SS L=71.52' " i SS I , ��_ , _ 43 - _ NORTH LINE OF GOUT LOT 1, SECTION 25 II EX. STORM CB PUMP STATION FENCE /�� - - - - - - - - - -,- r z-- ' - - - - i - - - - - - - CORNER IS FE S. ' , (- - - I �27'19'06 1 RIM 397.90' /\ /7 ' \ _ _ GRAVEL \°;` !, ;� it o o I I _ FD. 1/2" REBAR W/ CAP (HGC, LS 6422) FD. CASED MON. IE(NE) 395.65', 8"PVC & 0.7' E. I + ' \ ?;.; ` o I N58'35'42"E 0.34' 11/12/2007 1 , 14"X2 - I "y ' I ' ' \ I.... ----- 3` -/� 11-14-2007 IE(S) 395.65', 8_PVC . / �` J12,, ,1 / 12" , ¢ •- I L, j w - I-----M: EX. SEWER MH �� � "`� ', CONC. ` , I ', 4 RIM 397.02' `7 ' ' , , , , W 50, ( 20" t b o ( ' ' / I IL o '\�` FD. 1/2" REBAR W/ CAP (UNREADABLE) / EX. STORM CB 1E(C/L)387.50' 1.6' 17 +I / ' , i , , + , I I a I �M S63'28'36"E 0.43' I , LADDER=WEST + i o I , ' �- RIM 396.39 / I ', I , ,/ II ' , � ,' ; � ; o � I 20" 18" 11-14-2007 I IE(N) 393.39', 87PVC I i /, 36"&24" C0 IE(S) 393.39" 8"PVC i i , / � I , _ � ; N �• (� EX. STORM CB �I I , _ 16 SEWER AND WATER EASEMENT ', / I ; I i - cr i RIM 396.24' I i L�-FOR LAKEHAVEN UTILITY DIST.It5 ; '� I g IM o 0 IE(N) 393.04', 8"PVC /I J I REC. #20031014000176 I i J i I HOUSE ` 12 , ; i � I z � I _' � _ I C Mir ..ATT.:;% 0� IE(E) 393.04', 8"PVC / I 1 ' \ t 3" I N 20"X2 0 I i i 1 I I 12'' a cv 1 ' ' ' \ ` Z 2 2 I N 1 I. EX. STORM CB o �' J 24" , I I o % RIM 397.80' N / Zn 22' 0 28" lip < a/ 11 aS 8\ 14IE(N) 392.85', B'PVC vi I p ( I IE(S) 392.85', 8"PVC GRAVEL I 12" I+ , ( I J r- a o w IE(W) 392.85', 8"PVCrim HELD PARALLEL WITH WEST LINE OF ? I i I �o / ', I `+ f ( ` '12"X2 I fi j I s PLAT OF CORONADO VILLAGE p I I' -436`- - - - - _ _ ._ ._ 1' �� 4 r \ ' r ' ?M' No n �R PER R.O.S. 9611059002 I �I j,�y; , I + 36' 1 -18 \ I d 1 Q I A& TA , 4� 1 HELD WEST LINE OF PLAT OF CORONADO VILLAGE l 7 ' o I + \ q ''' ( (PARALLEL WITH MONUMENTED 21ST AVE SW) CV STORMWATER INFILTRATION I 24" ' t' ,. + I �Sp TRENCHES SCALED FROM SEWER I I \' PUMP STATION 45 PLAN DATED 12-1-2004 I I GRAVEL \, I ' OP � ,_ _;( , - 'f' '- -447'(C)&(D)E 'S89I '36'01"E 209.29' 0- 9'53'28"E 237.71, GRAVEL' ; o f, 0. 12" , \ I 3 1O30'' POWER EASEMENT W 2' GUY WIRE EASEMENTS , I I', 0O I M II / / \ n 23" FOR CITY OF TACOMA, A.F.N. 5973144 1.6'co Cl ASL I I 1 o _-- FD. 1/2" REBAR W/ CAP (LS 10708) o� Z' �M / , m I s I\ ` \ I P w 1 S35'28'29"E 0.95' IZI �� ' `, `, ; � ; I � �1 ,. `t I `, �` .I `t , I N GRAVEL + ,i/ \ , , , , a 11-13-2001 w FD. STONE W/X v 0.7' DEEP 11 �y o 6s I 11-13-2007, 2-3-2003 12'X3'' + 12' 18" '` 1 1 1 1 1 \ INN O rn Ay , in Al n I ,} v 14" 1 r•7 '9 , T 1 I t , i t 1 , I , I 1 t N 7- ♦ \A&31k$ - a EX. STORM MH , RIM' 394.62' F(SE) 389.50" 8"PVC E(SW) 389.50', 8"PVC I 12"X2 ; IE(NW) 387.62', 12"PVC Aim EX. STORM MH� i I I r SL 15" ys I I \ I 30" 13" RIM 395.94 ; 1 ' I , I �., I 14 I 1 1 I -- r �s i , 1 I o- 0' I 30' so N URB 0-00 0 I 0-0- _E N'36'O"W 214,0' S89'53'28 . _i 16_3.8❑-❑_o 15"X3 - 7•9-' FD. CASED MON. NORTHEAST LINE OF P I----50' 50r 11/12/2007 PUYALLUP INDIAN RESERVATION \ 0 I ,O, 0 EX, SEWER MH RIM 399.02 �O"�ACL C 0� \ O r, \ I \ �s I \ tilyIs00 s I \ AFC ley \ � F a; \lFp �Pp� a0 41� . \ 5�9, I N 8�j P \ ( �• FD. CASED 1ICOJVENT 11-12-2007 I \ L.L.I T -�- 00 v cV s��01r, \ FD, BRASSIE Z z FD. BRASSIE Q0 11-12-2007 $W 356th Sf 11-12-2007 29th St NE S89'5554W 376.25' - - 4 S88'59'38"W 618.40' FD, BRASSIE v - S89'23'15"E 517.65 11-12- 2007 NOTE: THIS DRAWING IS NOT TO BE USED FOR DETERMINING THE EXACT LOCATION OF ANY UTILITY LINES, BEFORE STARTING ANY CONSTRUCTION, EACH INDIVIDUAL UTILITY COMPANY MUST BE CONTACTED FOR MOST CURRENT LOCATIONS OF LINES AND/OR CALL FOR UTILITY LOCATE AT 1-800-424-5555. WI �I co gi I I I I t FD. CASED I MONUMENT - 11-12-200 1 " = 40 0 20 40 80 BASIS OF BEARINGS: ASSUMED VERTICAL DATUM: CITY OF FEDERAL WAY B.M. 12161-43-1 ELEV. = 406.650' (NGVD '29) TOP OF MON IN CASE 0 INTX. 181H AVENUE SW AND SW 355TH PLACE, 100 FEET NORTH OF SW 356TH STREET. CONTOUR INTERVAL - 2' EQUIPMENT UTILIZED FOR THIS SURVEY: NIKON DTM-521 AND/OR LEICA TCR 703 AND/OR LEICA TCRP 1205 METHOD - FIELD TRAVERSE THIS SURVEY COMPLIES WITH ALL STANDARDS AND STATUTES OF THE SURVEY RECORDING ACT (CHAPTER 58.09 RCW AND 332-00 WAC) SYMBOL LEGEND: FOUND MONUMENT AS NOTED • FOUND AS NOTED (S) SANITARY SEWER MANHOLE OD STORM DRAINAGE MANHOLE STORM DRAINAGE CATCH BASIN f - ANCHOR WIRE `0b UTILITY POLE CJW WATER METER LIGHT POLE SANITARY SEWER VALVE -Op POWER POLE 1--SL SOIL LOG ti FIRE HYDRANT WATER VALVE x BARBED WIRE FENCE CHAINLINK FENCE o WOODEN FENCE - P - UNDERGROUND POWER LINE - SS - UNDERGROUND SANITARY SEWER LINE - SD UNDERGROUND STORM DRAINAGE LINE - W - UNDERGROUND WATER LINE - OP - OVERHEAD POWER LINE COTTONWOOD TREE j DECIDUOUS TREE CEDAR TREE FIR TREE MAPLE TREE i MADRONA TREE p MAILBOX WATER BLOW OFF LEGAL DESCRIPTIONS: PARCEL 2521039026 BEGINNING AT A POINT ON THE NORTH LINE OF GOVERNMENT LOT 1, SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, WHICH IS 1115 FEET WEST OF THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE SOUTH 205 FEET ON A LINE PARALLEL WITH THE EAST LINE OF SAID GOVERNMENT LOT 1; THENCE WEST 447 FEET ON A LINE PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH ON A LINE PARALLEL WITH THE EAST LINE OF SAID GOVERNMENT LOT 1 TO A LINE DIVIDING PIERCE AND KING COUNTIES; THENCE NORTHWESTERLY ALONG SAID COUNTY LINE TO INTERSECT A LINE RUNNING PARALLEL WITH AND 1592 FEET WEST OF THE EAST LINE OF SAID GOVERNMENT LOT 1; THENCE NORTH ALONG SAID PARALLEL LINE 290 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID GOVERNMENT LOT 1; THENCE EAST ALONG SAID NORTH LINE 477 FEET TO THE POINT OF BEGINNING. PARCEL 2521039048 THE WEST 447 FEET OF THE EAST 1562 FEET OF THE SOUTH 225 FEET OF THE NORTH 430 FEET OF GOVERNMENT LOT 1, SECTION 2�, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGT rL JAN 2 2 2008 CirY OF FEDERAL WAY 12 $ -07 PARCEL NO. 25210 9026, 9048 LANDMARK HOMES - 2'. TOPOGRAPHIC MAP Job #: 5282 Nome: LANDMARK HOMES I Phone: 927-6116 Scale: 1" = 40' Address: PO BOX 26116, FEDERAL WAY, WA 98093 Date: 12-12-2007 Datum: CITY OF FEDERAL WAY B.M. 2167-43-1 NGVD '29 Field book #: 505 Drawn by, JHC, MTP Drawing name: 5282TOPO IChecked by. AER JR. IN THE NW 1/4 OF THE NE 1/4 AND NE 1/4 OF NW 1/4 OF SECTION 25, T. 21 N., R. 3 E, W.M., KING CO., WA RIIP N r' 1.11 10305 Canyon Rd. E. ci T J Puyallup, WA 98373 LANQ S (253)845-0048 :S-11-2008 A PORTION OF THE NW CORNER OF SECTION 25, TOWNSHIP 21, RANGE 3 EAST, W.M. I : v �J2Ji1 -5JJ 1J CURB- C- , �J2J'1 1J2J 5)J2J ��1J 1J �J�J �� 1JJJ 5 '�JJJJ 11� 1 �JJ3J 1�� J�JJ 1�3J ��/ sT RNr ATCH3 PLAT IOF HUi�iANE WOODS ( 2` /! ~(� ( SEWER MH \ RIM�EI L I �J J JJ J J RIM ELEV. = 433.03' _— �' 42 4 100 99 98 y� I LAKEHAVENIUTILITY DISTRICT EX. STORM CB 6" DIA.!HDPE FORCE MAIN I \ \ SEWER PUMP STATION 45 RIM 399.84' \ N. 1/4 CORNER, SECTI%V25 r ---50' - 50'- LINE SCALED FROM SEWER PUMP STATION 45 PLAN FD. PYRAMID MONUME<1T FENCE IS 0.4' NORTH ! IE{SW) 597.74', 8'PVC DATED i12-i-2004 I \ I FD, PATCH W/ 2'X2' PK'S 11-14-2007 + FENCE IS 47 /.00' FENCE IS 11-12-2007, 2-3-2003 241� I 0.6' SOUTH; N89'53'28'W 516.29' E I 21,2.10' 0.6 SOUTH ; ;^ 3» ; r ? 2" 12" , 2" 204 9 - - -- - - - - - - 244.19' - - FD. 1/2" REBAR W/ CAP (LS 10708) ! xY�Y�a�a ;1 3" o '25 _ 12' 03' 85.72' 5 N88'36'23"E 0.6T� t7 �� 20 (- — •� .. P°� _� P�M SS ss SS I �; NORTH LINE OF GOUT LOT 1, SECTION 2 11-14-2007 s �SS - EX. STORM CB PUMP STA11ON FENCE RIM 397.90' CORNER IS 0,7' S. k ( I GRAVEL Ln ,�� \ a' �' � o - - - IE(NE) 395.65', 8"PVC & 0.7' E. I I r-cn 'I o IE(S) 395.65% 8"PVC - /� CONC. a i �eO / 6 x. EX.SEWER MH I 7, RIM 397.02' I A �-- , I �� 8071 0 a IE(C/L)387.50'- - 1s' ° ° , I 1 I . EX. STORM CN B �• LADDER=WEST I � v o RIM 396.39'36"IT IE N 393.39', TPVC - ` ( 393.39' 8'PVC 8 16 O IE S) / I _ /O. EX. STORE- CB o !/ � � SEWER; AND WATER�EASEMENT � � ' RIM 396.24' I� -- FOR 1AKEHAVEN U TY DIST. l' a cfl w C' y 2521039047 IE N 393.04' 8"PVC j v I W {) l I R C. #20031014 00176 HOUSE, C UNPLATTED IE(E) 393.04', I io o , b t -7 55 R=15b.00' SF E IS SSN89'3 0 'W 1319.90' L-5�,12' 2' SOU TH 0=1'57'�Y x -x� TNORTH 8 6 13r158.38' LINE OF GOV'T LOT 1, SECTION 25 FD. 1/2" REBAR W/ CAP (HGC, LS 6422) - - 14"X2 N58'35'42"E 0.34' 11-14-2007 7262�20" FD. 1/2" REBAR W/ CAP (UNREADABLE) i S63'28'36"E 0.43' 20" ; 18" 11-14-2007 1' 11E3 1- �)JJ 1lJ - o VEX. STOU CB r> 0 39 J *6 U.J.Q N 4 22" 28" RIM 397.80' IE(N) 392.85', 8"PVC VC GRAVEL �'--- -' 1 l��_J J J 1E3 lk JP2 rn gpIE(S) 392.85', B IE(W) 392.85', 8"PVc o J; I f, f % �` 12" 72 8 t j I Z w '� -= 722 5-Sr 0 HELD PARALLEL WITH WEST LINE OF z I I �' - ' ! �$ j D) z co r0- s PLAT OF CORONADO VILLAGE o a I • w v `r sr to 36 f 18 r, PER R.O.S. 9611059002 ' vo SAS I °? l I `; • I• • 1 HELD WEST LINE OF PLAT OF CORONADO VILLAGE �F N o I �Z4" j 11' I w I (PARALLEL WITH MONUMENTED 21ST AVE SW) STORMWATER INFIITRATIO � � `� � f I ,, Sp l / TRENCHES SCALED FROM SEWER 9, PUMP STATION 45 PLAN / GRAVEL \� DATED 12-1-2004 I �.� ' - - - - - op - ol I F--r-7--� _ — __ � I _ _ N882447 E 1 0.00' S89'53' 8"E 23T71' GR,''1EL' ) 1 4 >> SB9'36' 'q E 209.29' I p / M 0 i r \ l 30' \� I 12; I ,w (y t i I 23" 10' P0\kR E SEM�NT W/ 2' G'UY WIRE EARS MINTS \ _ o I ' I �. FOR ClCI :05-. TACOMA, 4.F.N. 5973'14 z STORM �; �I , 12 :�' �y � 18: l i 7 1.6' '--°'" Imo' FACILITIES \ ; y co FACILITIES t ; 5930 F I ��, �', 7058 ? °? z' i" / 5033 ` SF ` ; } 5 40F _ _ FD. 1 2" REBAR W/ CAP (LS 0708) �S' _ , o I \ �' I ` - ' �' _ _ _ / W 1 s S35'28'29" 0.95' Z 11-13 2007 GRAVEL U o" M TONE W/X j ' FD. t i t 59 �6 LANDSCAPE 9 TRACT - 3�JJJJOJJ� EX_ STORM MH RIM 394 V \ E(SE) 389- . 8VW IE(SW) 389.50, 81?VC IE(NW) 387.62', 12"PVC EX. TORM MH RIM 395.94' IE(NW) 391 1'"VC 35JJJJ 1JJ RIM a`315JJJJ 11J 1 ; �� 1• y i M ,n I N NAl O I t R .0 77 SF I 4 104' 5 ' g\- ,\ -� )_-- w ^.12 -1- - - - - - - r -- - r - - -- -- ! b _ 30" 13' SL 15" 3 \ 4 I 00 9/ ,� 5090 S 50 1 SF ago I ; 51 1 S}F 5781 S Ie\, \ `.� °� Q 5 ,� W 14" t8• N q � �d M u S F � ; 1 cD cn y--- 6'10 f5g'-4'----- -�- LANDSCAPE I N89'36'01"W 214.10' Q"__rp" '\ 5.3.8 TRACT 2 835JJJJJe'� \ I 7.s' i \ 1/fi — 50 50 I NORTHEAST LINE OF PUYALLUP INDIAN RESERVATION \ `o C i �� A. O L J'_ LOT L \ \ \ > 21J3JJE32 I o � 00, y \ �r3�JJJJJ�3 � � ti866 I \ I E3350J00088 n R/W R/W ? 3 v 'D L O � I i o C 0 C � _I o m 0 r SIDEWALK SIDEWALK r a ID a 90' ol N 3' 5' 45' 45' 5' 3' O 0 10 106' 10 oe m� SECTION C-C � N W co 00 CUL-DE-SAC bi 00 ROADWAY CROSS-SECTION "Z" i NOT TO SCALE 14 5"X3 R/W 13 D /%A/ SECTION B-B MODIFIED TYPE 'Y' ROAD SECTION NOT TO SCALE 1� ; SEWER MH .-RIM ELEV. = 428.83' I.E. 418.88' 8" PVC N., S. & W. STORM CATCH BASI •\ RIM ELEV. = 428.8 1 I.E. 424.59' 12" D.I. I.E. 424.49' 15" D.I. SEWER MH RIM ELEV. = 429.41' — — I.E. 419-31' 8" PVC N. F 1115.00R=150.0( I L=71.52' a=27'19'1 FD. CASED MON. 11/12/2007 M SCALE: 1 " = 40' 40 20 0 40 80 CONTOUR INTERVAL = 2' ` Vi 'I W z � Q � F-- i L C'4 SITE STATISTICS o DEVELOPER/OWNER: LANDMARK HOMES un P.O. BOX 26116 FEDERAL WAY, WA 98093-31 16 I� I SURVEYOR: RIIPINEN SURVEYING 0 10305 CANYON RD. E. Z PUYALLUP, WA 98373 253-845-0048 i ENGINEER: ESM CONSULTING ENGINEERS LLC 33915 1st WAY SOUTH SUITE #200 FEDERAL WAY, WA 98033 253-838-61 13 PARCEL NUMBER: 2521039026 & 2521039048 ZONING/COMP PLAN: RS7.2 & RS5.0, MULTI -FAMILY & SINGLE FAMILY HIGH DENSITY i PROPOSED USE: RESIDENTIAL - SINGLE FAMILY SANITARY SEWER: LAKEHAVEN UTILITY DISTRICT I WATER: LAKEHAVEN UTILITY DISTRICT l FIRE DISTRICT: FEDERAL WAY FIRE DISTRICT NO. 39 II TELEPHONE: U.S. WEST COMMUNICATIONS POWER: TACOMA ELECTRIC AND/ OR PUGET SOUND ENERGY ACCESS ROAD CLASSIFICATION TYPE 'W' ROAD SECTION PARCEL SIZE: 3.05 ACRES = 132,850 SQ. FT. I 70% MAX IMPERVIOUS 70% = 92,995 SQ. FT.f I SURFACE COVER EXISTING IMPERVIOUS SURFACE = 0.00 NEW IMPERVIOUS SURFACE= 2.07 AC. = 90,200 S.F. t TOTAL IMPERVIOUS SURFACE = 90,200 S.F. f NATIVE OR GRASS SURFACE = 0.98 ACRES = 42,650 S.F. f 68% ±OF SITE WILL BE COVERED WITH IMPERVIOUS SURFACES FD. CASED MON. 11/12/2007 STORMWATER TRACT AREA = 10,109 S.F. t NEW PUBLIC ROADWAY AREA = 29,035 S.F. f ACCESS TRACT AREA = 1,020 S.F. f LANDSCAPE TRACT = 1,670 S.F. f NET PLAT AREA (MINUS ROADWAY, ACCESS TRACT, STORMWATER TRACT) = 91,016 S.F. = 2.09 ACRES. R/W ? o �' R/W 3 5' 3.5' 1 1 4' 1 4' 3.5' 5' 3� 0.5' 0.5' 2.0% 2.0% 2.0% 12.0% 4" THICK CEMENT CONC. CURB & 1' (TYP.) CONC. SIDEWALK (TYP) GUTTER TYPE A (TYP.) 1-1 /2" COMPACTED DEPTH, ASPHALT CONCRETE CLASS "B" WEARING COURSE 1-1 /2" COMPACTED DEPTH, ASPHALT CONCRETE CLASS "B" LEVELING COURSE 2-1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 5" MIN. COMPACTED DEPTH CRUSHED BALLAST COMPACTED SUBGRADE SECTION A -A TYPE 'W' ROAD SECTION NOT TO SCALE CITY # 07-105992-00-PC DS