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Dt B I- C I- 0 I- E F I- PREPARED BY l 2 l 3 4 5 l i i i ' ---------;--1-1~ \-~ ------------- ----------'-·,___, -- V I I ~·1 )"'" :J ~U_ I 11. I Ci5ttt~·lf PJ LilliJ 1 ~ I I i ~ Y-4 1 •• - r--;- !-----------1 H..--,·1-Sil! ll J ' j ' 1"": _-"~ I! ' ! . I --:_j • ,, '\': -- , • ' 1 I 1 · :.f JG·d--111 V/!;;l~ITY MAE SITE ADDRESS 11427 S.E. 162ND STREET Pl>.llm NUMBER 008800-0260 LEGAL DESCRIPTION PN: 008800-0260 11-1( YiEST HALF (1/2} OF LOT 5, Bl.CO< 4 (4), AKER'S FARMS N0.8. ACC(Rl)NG TO Pl.AT RECOROEO IN VOLUME 42, OF PLATS, PAGE 15, RECl)'lOS (F KING COUNTY, WASH1NG10H PRO,.(Cf 11ll C.RAPH!C SC.'\!.~ ~ -..; .. ~ I j SITE STATISTICS LOT AREA • 0.61! ACRES PIICPOSEO NUWOCR Of LOTS: 4 ZONING: 118 (8 OU/Am:) LOT 1: 12,982 Sf" • 0.291! AC EASEMENT .t.REA LOT-1•3.~ LOT 2: e.653 Sf • 0.153 AC EASDIENT NIEA LOT 2 ,. 1.894Sl;fT LOT 3: 5,092 Sf"• 0.117 AC Eo\SOIEtH AREA LOT J • 910SQF"T LOT'" 5,067 Sf"• 0.116 AC PIICPOSEO DENSITY 4/0.68.,5.88 OU/Aa!E !,._; SURVEYOR MOOAWELL &: ASSOCIATES, LANO SUR\t£YORS 2.:524 -187TH AVENUE NE REDf.lONO, WASHINGTON 98052 (425) 649-8718 N'PROVN..S: ---__ ---li!i -_ ~ ~-~ -==--=-.. -, -, ;"'~; / I _, rt, "I ,-T~ ii I } 1, . .,. ,1 I ,---, -"f~, I '.IJ. • I / I . ., .... __ I ' .i~---' I I -" . I ----"f -I ' ', I 1 LOT-2 , / I ...._ 15• L·= '"'" I " -""'""' "'""" 20 • REAR.....,---,--~_:;;:: (T'l'P) I ~JBACIC I cr.1 : I I -.,..,. SITE PLAN I I I I I -------+ -· , .• ' :·~' ~ GR \1--'HIC' SC IU: • .J • !or-! ---~,:, ' -, ' ,...,,.. ~- ;~ e, ,...., i D- LJ .. J ,:f") e D DEVELOPMENT ENGINEERING, PLLC ZWICKER SHORT PLAT .kx1 Ho.: __ !4-006 ___ siGN).~----1,SHal Till£: SHORT PL.AT PLAN 8Z! OOClC SlREET, SIJTE 207 T~(ll,1,,'111,98-4-0:1 PHIH:: (2'J) 228-o:!13 WWW.OC-OW..COI CIVI'_ -GEOTECl-'N CAL H-036 9/15/14 11427 SE 162ND STREET RENTON, WA PN:008800-0260 Pre~ likllOQlr. -~--- On,-,; ~ I PLAT PLAN Rti......:I: ----""-----,.. .,. ""' rm~ ~~ _MM_!_ I Scde:--~-- NE 1/4, NE 1/4 SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I I I ~· '-CC r. .'f. a· KCSP S91 $0070 9210229()02 ~· ;;-~-; ,-.. ;r, N,._F\?A~·,-, -='., ~ N'W-i11·-2°3:05 ~ .. /\.;, ii' SCA<E, ~ ct SITE PLAN 1" -100' r (=;v&rf :;s_ ~' ,,.,;,·. ~ I .,.._. ,.,. I ,1-j "Kc,!s"e""'",""''"·"sa"a",",~ 2001091990000s ~ " " ' g ~ .,, KCS? S92S0073· f; ~059006 ~~ •_,_c __ . I" ,4;• f; r,; "' . p ., I , ~~:: . :•"'-;"_.',;~S L05S0~15 . 20090204900002 1: 1:: KCSP 684082 " • 8503270650 !~ j" 1; 'c; ' ,,s.,; :~:~ ~I "' <).. . l.L F""l ~P , .J 116THAVESE ,--- ,I -'--"--'-----'' [, ";;:;it - t. c, " :-: ~ " ·.t i,- ,1, +' '" ' SC 114THAVE S.E ,;-to "'·,. •, V ' SITE ~ ,, '"~ 8311150642 8 ;'; ,, U v. ·'.,-,1: I . '.".P781062-?I? ':-7,--__ ..,---J. '"· r r > . 0 " ,:,.~.: ' 1! ,: . '~ ( -. "" o., "" <o <,::, _, -· ' ' ,._, ,, . ' ~ 116TH AVE S.E 1c,c.:J .Y·, ~t ' 'a m ~ z 0 " " ,,:.,; ,, . ,,.. 'i I ~ ~; , .. ·)!-,-' ~ .!__;_ ;c I";" -';J-:CI,); ' ii s ij >· ~ a.li. ~r l r • I ~ >C ! ~ f! "" ·..u , ~ ~§ B; " i ~ ' ' ·~ ' . i ··~ " ;". 1.:.,_:, 1:: c ' j ij ~ " " ~ :;!·.~ ' ' ,,,; . r~1·1 ":-•>,, "· />(, 0 PRo...ECT NAME: ZWICKER SHORT PLAT D DEVELOPMENT ENGINEERING, PLLC 821 OOIJ( SRET, !lJIE 207 PHCt£: {m) 228-051:5 WW.DE-mL<XII MAL TO: PO 8oJ: ~ TAIXIIA, WA 9MOI "I'!' /\: ;;"; " a ,: ~I ' ~1,;·~ b ~I w i ~--~ ~·- ri SKETCH NO: PROJECT NO! 14-036 IBY: WGC DATE: 1/9/12 SITE PLAN: NEIGHBORHOOD DETAIL MAP 11427 SE 162nd STREET RENTON, WA PN:008800-0260 SCA!£ SITE PLAN 1" = 30' Ul "" "' _, . 3"' (J) =c,~a ~"'"" I I ,---~ :s·I r-_--,.-Jr-""il'' I ;: cn~I 1~ I ... 0,- --11 I /' I ; "- o+<ll;de r:: ' ~- I I l, 1\ ~ 'c5 ~cd; -< >"" -c (") > ~"' "' \ \ 28.62' N ··,-/I e." PVC S0R35 .,-PYO• I / 203LF 0-1.11X ·,.... tm'l sv.ir rE.114a.92 EN~ IE=146.66 ,. /~ , o.as~I E --'I ~,. ?I/~ \ ~~ ... .....,,!_ ""' r "' •I arr~ 1EE • VH.W: \ 4° DI Cl-52 . ., .. '"'" "' "! I I V I 'I I' ~~~~; \ ,'\ I ~>-a \ \ OOEIID DST ---"'/ _\OT AS REOUIE) I Mo\10N IIWE 6: """"-I ,,')I Q \ \' -- -c~·· C::) c-; I I I I I Ir> <:: "t -... ,?-- I µ! '--cf":: I I i, I I \)~) I C>:'.. I J,, \l "' I I i 1-·~' I !J:~t-jl -,- / I 1·rc1 rt~/ 11 /t- i I ( : SKETCH NO, Fig. 2 PROJ::CT NAME: ZWICKER SHORT PLAT PRo.ECT NO: 14-036 BY: \WlC DATE: 9/17/14 D DEVELOPMENT ENGINEERING, PLLC 821 000( SllilEET, !UTE 2fr1 Ptt1X: (2&J) 228-0513 WKOE-CM...ca.t MAI. 1D: PO b 446 TMXIIA. WA 98401 sm: PLAN: UTILITIES SITE PLAN 11427 SE 162nd STREET RENTON, WA PN:008800-0260 Denis Law Mayor Community & Economic Development C. E. ''Chip" Vincent, Administrator November 17, 2016 Kristen Harris, Project Manager Cascade Greens Short Plat 10945 SE 1681h St Renton, WA 98055 SUBJECT: Request for Extension Cascade Greens Short Plat (LUA14-001284) Dear Ms. Harris, This letter serves to acknowledge your request to extend the period of validity for the Cascade Greens Short Plat. The short plat was approved on December 4, 2014, with an appeal period running through December 18, 2014, and is valid for two years. RMC4-7-070.M allows for the. granting of one extension for one additional year of approval, provided the request is made prior to the expiration of the short plat. Your request for an extension was received on November 15, 2016 and meets the requirements of Renton Municipal Code and qualifies for a one-time extension of one year. Therefore, the requested extension of the period of validity for the short plat is approved. You should be aware that this is the only extension that will be granted. If the final short plat Is not recorded by December 18, 2017 it will expire and cannot be extended again. Please contact me at (425) 430-7246 if you have any questions regarding this letter. Sincerely, Mona Davis Senior Planner cc: Vanessa Dolbee, Current Planning Manager Sabrina Mirante, Secretary 1055 South Grady Way, Renton, WA 98057. rentonwa.gov January 13, 2015 TO WHOM IT MAY CONCERN: Department of Community and Economic Development C.E. "Chip"Vincent. Administrator Subject: New Plats and Short Plats in the City of Renton Please see attached new plats, short plats and multi-building developments that have recently been addressed. Some of these have been recorded and I am supplying a list on new parcel numbers with the new addresses. If the plat is not recorded (NR), lam only giving you the plat map with the new potential addresses written on it. Please add these addresses to your City directories and maps. 2001 Union Short Plat (NR) NE 7u, North Short Plat NE 7'h East Short Plat NE 7'h West Short Plat Avana Trails AKA Field brook Commons Cascade Greens Short Plat (NR) La Rosa Meadows Plat (NR) Limellght Short Plat (NR) Maplewood Park East (NR) Merlino Short Plat (NR) Renton 7 Short Plat (NR) Shattuck West Short Plat Stevens Point Short Plat (NR) Whitman Court Townhomes (NR) Sincerely, )~id· }/~an Conklin Energy Plans Examiner Development Services Division Telephone: 425-430-7276 #1:platadd 3307iLord Short Plat (NR) NE 7 North Phase 2 (NR) Ne 7u, Middle Short Plat NE 24 1h 3 lot Short Plat (NR) Carpenter Short Plat (NR) Kline Stromberg Short Plat (NR) Lim Short Plat (NR) Lund Lotline Adjustment May Creek Court Short Plat (NR) Piper's Bluff Plat (NR) Rylee's Place Plat (NR) Sheldon Short Plat (NR) Woodebridge Lane Plat (NR) ZK Short Plat (NR) Renton City Hall • 1055 South Grady Way • Renton.Washington 98057 • rentonwa.gov SICAl£: I I 11 1\ (./'-""'.... .................. l.Y r-----I -• 1 J /J/ -..J_. Z wllc ,c-~~ 1,uz,.,r LuA-1 ?1uc; "' ITl u, ~~IQ ~\:!:;;: I I ~cc\ ~>ill ~Rs;, \ oo no o -o;J./:,o -... a-tt --l[.c::: :, I --. tmt;J2'..n"E --!.~ .... --JO.or-~ ',,, S.I_7' .... " "-----.../ . a.•~ SDR35 ,,.. I / I 20Jlf 0-1.11~ -mi') I SJ,IRT 1EJ14a.92 l'Nl> IE•l'40.66 I ,,. I --, ,--- 1 ( \ \ -;~~~ I ' 'a,-_, I \ ~Q I \ \ \ \ .I. PRO.ECT NAIi~ BY: " . .•. \ C' 'r·, \~ -~.T / ': \L\ c? ·; . _, <.-:, I \ ._· V "" \ !. ' ~ ' ,... ;.::. J.-i . , ( ··1 'G:\ 7,.. V <.f) ,-DJ - : d- SKETCH NO: Fig. 2 SITE PLAN 1 • ~ JO' ZWICKER SHORT PLAT PRD.£CT NO: 14-036 ICC ,it, 1/17/14 , OEV£lil?MENT D . ENGINEERING. PLLC IZ'I .. DID,, san: 117 ~ ....... llll 'It PO .. 441 TMXMA. Wli tlNOI I) _ L I H c,t.L.c-, -ft, ,,? _ , /~/I rem~ '5 (!.Ii..,.~/ ;VO C,u,:::L.,-h-, . ll1E PlAN: UTILITIES SITE PLAN 11427 SE 162nd STREET RENTON.WA PN~ rsJJJ: DEPARTMENT OF COM .•. JNITY AND ECONOMIC DEVELOPMENT ,..,.A --------f< -·- ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Name: Project Number: Project Manager: Owner: Applicant/Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: December 4, 2014 Cascade Greens Short Plat LUA14-001284; SHPL-A Kris Sorensen, Associate Planner Timothy and Elizabeth Zwicker; 11427 SE 162"d St; Renton WA 98055 Kristen Harris; 10945 SE 168'h St; Renton WA 98055 11427 SE 162"d St; Renton WA 98055 The applicant is requesting Administrative Short Plat review of a 29,774 square foot lot (PID 088000260) in the Residential-8 dwelling units per acre (R-8) zone to be subdivided into four single-family residential lots. The subject property is located east of 114th Ave SE along SE 162"d St. The density would be 7.5 dwelling units per acre. Vehicular access to the lots would be from SE 162"d St utilizing a shared private driveway in a 20-foot wide access easement located on the eastern property boundary. Proposed lot sizes range from 5,067 sf to 12,962 sf in size. No sensitive areas or special features are located on the proposed project site. Eight trees are proposed to be retained. The existing home would be retained. A drainage technical information report was provided by Development Engineering LLC, dated April 25, 2014. Street improvements including planter strip and sidewalk would be installed along the subject site. 1,270 sf Proposed New Bldg. Area (footprint): N/ A Proposed New Bldg. Area (gross): N/A 29,774 sf (0.68-acre) Total Building Area GSF: N/A Project Location Map City of Renton Department of Co, nity & Economic Development CASCADE GREENS SHORT PLAT A istrative Short Plat Report & Decision LUA14-001284; SHPL-A -- Report of December 4, 2014 8-EXHIBITS: Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Administrative Short Plat Report and Decision Neighborhood Detail Short Plat Plan Density Worksheet Tree Retention Worksheet Tree Retention Plan Page 2 of 21 Exhibit 7: Technical Information Report, prepared by Development Engineering, PllC, dated April 27, 2014 Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Exhibit 12: Exhibit 13: Exhibit 14: Exhibit 15: Topography, Boundary, and Tree Survey Utilities Plan Schools for Attendance Existing landscaping on SE 162"d St Public Comment Advisory Notes/ Review Comments Revised Density Worksheet -based on Short Plat plan statistics Carport on Existing Home C. GENERAL INFORMA T/ON: Timothy and Elizabeth Zwicker; 1. Owner(s) of Record: 11427 SE 162"d St; Renton WA 98055 2. Zoning Designation: Residential 8 (R-8) 3. Comprehensive Plan land Use Designation: Residential Single Family (RSF) 4. Existing Site Use: Single Family Residential 5. Neighborhood Characteristics: Single Family Residential a. North: Single family residential uses in R-8 zone b. East: Single family residential uses in R-8 zane c. South: Single family residential uses in R-8 zone d. West: Single family residential use in R-8 zone 6. 7. Access: Site Area: Access is gained via SE 162"d St. 29,774 sf (0.68-acre) D-HISTORICAL/BACKGROUND: Action Comprehensive Plan Zoning Annexation, Benson Hill Short Plat Report LUA14·001284 land Use File No. N/A N/A N/A Ordinance No. 5099 5100 5327 Date 11/01/2004 11/01/2004 03/01/2008 City of Renton Deportment of Co1 CASCADE GREENS SHORT PLAT nity & Economic Development A ,istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 3 of 21 E. PUBLIC SERVICES: 1. Utilities a. Water: Water service is provided by Soos Creek Water and Sewer District. b. Sewer: Water service is provided by Soos Creek Water and Sewer District. c. Surface/Storm Water: There are no drainage improvements in SE 162"d St. 2. Streets: There are no street improvements fronting the site in SE 162"d St. The street is classified as Residential Access street. 3. Fire Protection: Service provided by City of Renton Fire Department. F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 4 Property Development Standards a. Section 4-4-070: Landscaping Regulations b. Section 4-4-080: Parking, Loading, and Driveway Regulations c. Section 4-4-130: Tree Retention and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-030: Drainage (Surface Water) Standards b. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards c. Section 4-7-150: Streets-General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots -General Requirements and Minimum Standards S. Chapter 9 Permits -Specific 6. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family (RSF) land use designation 2. Community Design Element Short Plat Report LUA14-001284 City of Renton Department of Co CASCADE GREENS SHORT PIA T Report of December 4, 2014 H. DEPARTMENT ANALYSIS: nity & Economic Development 1. Project Description/Background A nistrative Short Plat Report & Decision LUA14-001284; SHPL-A Page 4 of 21 The applicant, Kristen Harris, has requested preliminary short plat approval for a 4-lot short plat subdivision. The applicant is proposing to subdivide a 0.68-acre (29,774 sf} site zoned Residential-8 (R-8) dwelling units per acre (Exhibit 3). The subject property is located at 11427 SE 162"d St, which is east of 1141h Ave SE and west of 1161h Ave SE, along SE 162nd St. The proposal would create a total of four lots intended for the development of detached single- family residences. There is an existing one-story, single-family residence built in 1960 that is proposed to be retained at the north of the site on proposed Lot 1. City Council adopted Ordinance 5724 to provide interim zoning standards for the R-8 zone. The legislation and interim standards became effective at the time of Council approval on September 22, 2014. The Cascade Greens Short Plat application was determined a complete application on September 19, 2014, and therefore, is vested to the R-8 standards as were allowed prior to the Council adoption of Ordinance 5724. The area where the proposal is located is designated Residential Single Family (RSF) in the City of Renton Comprehensive Land Use Plan. The subject site is located along SE 162"d St in the Cascade neighborhood area. The proposal for four lots would arrive at a net density of 7.5 dwelling units per acre (du/ac) (Exhibit 4). lot sizes for the residential parcels range from 5,057 sf to 12,962 sf in size. Access to the lots would be through a private driveway located in a 20- foot wide utility and access easement connected to SE 162"d St (Exhibit 3}. The private driveway is designed to provide the required fire emergency hammerhead. No right-of-way dedication is required along SE 162nd St. The site is generally flat with no critical areas and some mature trees. Site topography has an approximate one-percent slope across the property (Exhibit 8). The rise in elevation is roughly 3 feet across the site, from north to south. There are 22 significant trees identified on the survey made up of a mix of deciduous and conifers (Exhibit 8). The Tree Retention Worksheet (Exhibit 5) states that 3 trees would be removed for the construction of the driveway and that 8 trees are proposed to be retained (Exhibit 6). Additional trees would be planted in the street planter strip as part of improvements within the SE 162"d St right-of-way. On and off-site improvements are required. Site improvements include grading, stormwater facilities, utility connections, and landscaping. The proposed utility and access easement would provide for water line and sewer extensions to each proposed lot. Off-site improvements would be required as mentioned previously along SE 162"d St as there are no existing frontage improvements. Street improvements include installation of planter strip, sidewalk, curb and gutter. 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6}(a}. Short Plat Report WA14-001284 City of Renton Department of Cor nity & Economic Development CASCADE GREENS SHORT PLAT Report of December 4, 2014 3. Staff Review Comments A istrative Short Plat Report & Decision WA14-001Z84; SHPL-A Page 5 of 21 Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and the "Advisory Notes to the Applicant/Review Comments" (Exhibit 13). 4_ Comment from the Public One public comment was received and no comments were received from agencies. The comment identifies concerns with existing and future stormwater drainage water issues that may be created with added homes, changes to the neighborhood with added new single family homes, and lack of continuous sidewalks (Exhibit 12). S. Consistency with Short Plat Criteria Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the short plat: I. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1-Request: The project proponent has requested approval of a short plat subdivision of a 29,774 sf (0.68-acre) property in the Cascade community into 4 lots suitable for development with single-family residential structures, where the existing single-family dwelling would be retained. The project would have a density of 7.5 du/ac based on the numbers provided on the Short Plat plan (Exhibit 3). 2. Application: The subject site is o~ned by Timothy and Elizabeth Zwicker; 11427 SE 162°d St; Renton WA 98055. 3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of Residential Single-Family (RSF). The proposed project furthers the objectives and policies of the RSF section of the Land Use Element of the Comprehensive Plan. The objectives and policies of the Community Design Element are also supported by the project as proposed. 4. Zoning: Objectives and policies of the RSF designation are implemented by standards and regulations of the Residential 8 zone. The project, as proposed, meets or exceeds the R-8 zone standards and regulations, if conditions of approval are met. 5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4- 7 Subdivision Regulations, if conditions of approval are met. 6. Existing Land Uses: The site consists of one parcel with an existing family home and accessory structure, which is proposed to be retained. 7. Setbacks: Minimum setback requirements of the R-8 zone could be met for the new lots and would be compliant for the existing home proposed on Lot 1 if all conditions of approval are met. Short Plat Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PLAT nity & Economic Development A ,istrative Short Plat Report & Decision WA14-001284; SHPL-A Report of December 4, 2014 Page 6 of 21 8. Short Plat Review Criteria: Approval of a plat is based upon several factors. The following short plat criteria, in the matrix below, have been established to assist decision-makers in the review of the plat. The criteria are evaluated on compliancy, and the depth of compliance is provided through a denotation next to the criteria text as follows: (.I Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated). 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land Use designation of Residential Single Family (RSF). Land designated RSF is intended to be used for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: ,I ,I Policy LU-1S8. Net development densities should fall within a range of 4 to 8 dwelling units per acre in Residential Single Family Neighborhoods. Staff Comment: Four residential lots would be created, with one lot for the existing home and three lots for new single-family residences. The gross area is 29,774 sf. There is a deduction from the gross area for net density calculation for the shared private driveway access easement of 6,659 sf (Exhibit 3). The proposed density would be 7.5 du/ac based on site statistics an the Short Plat plan (Exhibit 3). The proposed density is within the required range for the R-8 zone. The submitted Density worksheet (Exhibit 4) has different numbers for gross area, private access easement, and density than the Short Plat plan. Staff has used the calculations and numbers provided on the Short Plat plan to provide gross area of property, private access easement, and density calculations for this report's analysis. A revised Density worksheet based on the Short Plat plan numbers is provided as Exhibit 14. Objective CD-C. Promote reinvestment in and upgrade of existing residential neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. Staff Comment: Three new residential parcels would be created for infill next to the existing single-family home. Policy CD-12. Sidewalks or walking paths should be provided along streets in established neighborhoods, where sidewalks have not been previously constructed. Sidewalk width should be ample to safely and comfortably accommodate pedestrian traffic and, where practical, match existing sidewalks. Staff Comment: The subject property is an interior lot and has street frontage along SE 162°d St of approximately 100 feet in length (Exhibit 8). There are no existing street improvements in the 162nd street right-of-way (Exhibit 13 -Engineering Review, Existing Conditions subsection). There are no street frontage improvements along the frontage of any surrounding streets although a Short Plat abutting the site to the west (Limelite Short Plat Report WA14-001284 City of Renton Department of Cot CASCADE GREENS SHORT PLAT nity & Economic Development A istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 7 of 21 LUA14-001083) is anticipated to provide street improvements from the subject site's west property line to the intersection of SE 162nd St and 114'h Ave SE. Within SE 162nd St, there is sufficient existing right-of-way to provide required street improvements including the required 13 feet paving from centerline, curb and gutter, an 8-foot wide planter strip, and a 5-foot wide sidewalk. Proposed street improvements would include curb, gutter, planter strip and sidewalk for both street frontage of subdivision (Exhibit 9 -Utilities Plan). Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to ,/ neighborhoods. Staff Comment: The four proposed Jots would allow for updated housing stock. Policy CD-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development Note should draw on elements of existing development such as placement of structures, 3 vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. Staff Comment: Detailed site and architectural designs will be reviewed to determine compatibility with the context of the site, at the time building permits are submitted. z. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: Objectives and policies of the Comprehensive Land Use Plan Residential Single Family designation are implemented by Residential 8 zoning (R-8). RMC 4-2-110A provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: Density: The minimum density allowed in the R-8 zone is 4 dwelling units per net acre (du/ac). The maximum density permitted in the R-8 zone is 8.0 du/as. Net density is calculated after the deduction of critical areas, areas intended for public rights-of-way, and private access easements. Calculations for minimum or maximum density that result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than 0.50 shall be rounded down to the nearest whole number. ,/ Staff Comment: No dedication of right-of-way is required and the gross square footage is 29,774 sf {0.68-acre). The private access easement of 6,659 sf for the shared private driveway would be deducted from the gross area ta provide a net area tatal of 23,115 sf. The 4-lot proposal wauld arrive at a net residential density of 7.5 dwelling units per acre (4 units I 0.53 acres = 7.5 du/ac), which falls within the permitted density range for the R- 8 zoning classification. ,/ Lot Dimensions: Staff Comment: R-8 Standards apply: Short Plat Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PLAT nity & Economic Development A nistrotive Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 8 of 21 Note 1 Proposed Lots (Exhibit 3} Lot 1 & existing home Lot 2 Lot 3 Lot 4 Lot Size 5,000SF minimum 12,962 sf 6,653 sf 5,092 sf 5,067 sf Width minimum 50 feet-interior; 60 feet-corner 100ft 67 ft 51 ft 51 ft Depth 65 feet minimum 130ft 99 ft 99ft 99 ft Setbacks: The minimum front yard setback in the R-8 zone is 15 feet; minimum side yard is 5 feet and, minimum side yard along a street 15 feet for the primary structure; minimum rear yard is 20 feet. Staff Comment: For Lots 2-5 there is sufficient area for new residential structures that would comply with setbacks. Lots 2-5 would have setbacks reviewed at time of building permit. For Lot 1 where the existing home is proposed to be retained, setbacks for the underlying zone and setbacks along a driveway are required to be reviewed at the time of subdivision proposal. The home's setbacks are compliant for the front, rear, and side yard at the west. The front yard setback to front porch area is approximately 35 ft in distance where 15 ft is the minimum and a porch is allowed to project into the front yard setback. The east side yard setback is approximately 27 feet to the house where the minimum is 5 feet. The rear yard to the house is approximately 42 ft where the minimum is 20 feet. The eastern side yard is required to be setback from the proposed shared driveway by 5 feet. The Short Plat plan does not clearly identify the 5-foot setback (Exhibit 3). Additionally, the carport attached to the eastern wall of the home, if it still exists, would need ta be removed to provide clear access along the proposed private driveway (Exhibit 15). In review of the submitted Short Plat, there seems to be sufficient space where the existing structure has a setback of 25 ft between the structure and property east property boundary, where the 20-foot wide private driveway would be located. The width of the driveway is shown at 23 ft and the distance between the driveway and structure is identified as 2.41 ft Jar a total of 25 ft. Therefore, staff recommends, as a condition of approval, that a revised Short Plat Plan be submitted to, and approved by the Current Planning Project Manager, identifying the required 5-foot setback between the 20-foot wide driveway and home. If there is not sufficient setback between the driveway and home, that portion or portions af the home would need to be removed to provide the required minimum setback. Note 1 Building Standards: The R-8 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two per lot with a Short Plat Report LUA14-001284 City of Renton Department of co, CASCADE GREENS SHORT PLAT nity & Economic Development A istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 9 of 21 maximum size of 720 square feet each, or a maximum of one per lot with a maximum of 1,000 square feet. Accessory structures are permitted only when associated with a primary structure located on the same parcel of land. The maximum building height in the R-8 zone is 30 feet. Building height is based on the measurement of the vertical distance from the grade plane to the average height of the roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. The maximum building coverage in the R-8 zone, for lots larger than 5,000 sf, is 35 percent or 2,500 sf, whichever is greater. The maximum impervious surface area is 75 percent. Staff Comment: For Lot 1, proposed at 12,962 sf, Jot coverage is approximately 1,976 sf using the home's dimensions as identified on the Short Plat Plan {Exhibit 3). The lot coverage is less than the less than the maximum 2,500 sf allowed for the zone and therefore complies with the lot coverage standard. Impervious coverage combines the lot coverage with the shared driveway paved area. The shared driveway easement for Lot 1 is 3,855 sf (Exhibit 3) and the home lot coverage is approximately 1,976 sf for a combined impervious coverage of approximately 5,831 sf far an approximate impervious coverage of 45 percent. Up to 75 percent impervious is allowed for the zone, therefore the approximate 45 percent impervious coverage for Lot 1 complies with the standard. Far Lots 2-5, building elevations, floor plans and a site plan, which would be used to determine building height, building coverage and impervious surface coverage, have not been submitted. They would be submitted for building permit review (compliance not yet demonstrated). Landscaping: Landscaping is required for all subdivisions including short plats. A detailed landscape plan is usually required to be approved prior to issuance of street or utility construction permits. A ten foot-wide on-site landscaped area is required along all public street frontages, with the exception of areas for required crosswalks and driveways. This landscaped area shall be on-site and shall include a mixture oftrees, shrubs and ground cover. Two trees are required in the front yard of each lot. Note2 For street improvements, and street trees and landscaping required within the right-of- way, a minimum planting strip width between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover per subsection 4-4-070 L2, are to be located in this area when present. Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Refer to the City's Approved Tree list and spacing standards available through the Department of Community and Economic Development and on the City's website. In addition, where there is insufficient right-of- Short Plot Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PLAT nity & Economic Development A.istrative Short Plot Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 10 of 21 way space or no public frontage, street trees are required in the front yard of each lot. Staff Comment: The applicant requested that the conceptual landscape plan be waived as there is existing mature landscaping along the public right-of-way and because the applicant does not plan to develop the project. For the code required 10-foot landscaping strip along o street, the applicant provided a photo of what currently exists which is primarily groundcover consisting of grass with some shrubs (Exhibit 11). As part of off- site landscaping requirements in the street right-of-way, the submitted Utilities Plan does identify the 8-foot off-site planter strip to be constructed where new trees would be planted {Exhibit 9). The applicant would need to identify the spacing of street trees and their species. Therefore, staff recommends, as o condition of approval, that a detailed landscape plan identifying on-site and off-site improvements consistent with code, be provided to and approved by, the Current Planning Project Manager prior to construction permit approval. The applicant shall be required to submit a revised landscape plan, depicting a 10-foot wide on-site landscape strip along the street with landscaping materials that meet the Code, where existing landscaping may need to be supplemented with additional plantings and a minimum of 2 trees in the front yards of Lots 2 -4. The applicant shall be required to submit a landscape plan for the off-site right-of-way landscaping planter strips in the roadway with proper spacing and species identified according to the spacing standards and approved tree list available on the City's website. Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent oftrees to be retained. If the required number of trees cannot be retained, they must be replaced according to RMC 4-4-130H. Staff Comment: According to the Tree Retention Worksheet and Tree Inventory there are 22 significant trees with 6-inch diameter or greater an the site (Exhibits 5 and 8). Eight trees are proposed to be retained with 3 ta be removed for the construction of the proposed private driveway. The Tree retention standards require a minimum of 6 trees ta be retained where the applicant is proposing to retain 8 trees which is mare than the minimum. Faur of the trees ta be retained are identified where Lot 1 would be located and one tree for retention is identified in Lot 2. The other three trees ta be retained are Note 1 identified at the southern portion of the site, in Lot 4. The submitted utilities plan (Exhibit 9) identifies locations of storm water facilities at the rear of Lots 2, 3, and 4. There may be possible conflict with the trees to be retained depending on the ultimate location of storm water facilities for the homes. Therefore, staff recommends, as a condition of approval, that an updated Tree Retention Worksheet and Tree Retention Plan be submitted that is compliant with the RMC 4-8-120. In addition to the trees proposed to be retained, new trees would be planted in the street right-of-way within the planter strip, adding to the total number of trees to be located on the Short Plot site. A staff recommended condition of approval for a final detailed landscape plan was stated in the above subsection and would be required as part of a Short Plat approval. Short Plot Report LUA14-001284 City of Renton Deportment of Co1 nity & Economic Development A istrotive Short Plat Report & Decision LUA14-001284; SHPL-A CASCADE GREENS SHORT PLAT Report of December 4, 2014 Page 11 of 21 Parking: Off-street parking for 2 vehicles per residential unit is required. Staff Comment: There is sufficient space to provide on-site parking as required for Lots 2- 4. For the existing home on Lot 1, there is sufficient space to provide on-site parking in the rear yard. Parking is not a/lawed on the shared driveway or hammerhead turn around as it is to be clear at all times for fire and emergency services. 3. DESIGN STANDARDS: Residential Design and Open Space Standards (RMC 4-2-115) are applicable in the R-8 zone. The Standards implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Standards would be verified prior to issuance of building permits. The proposal is consistent with the following design standards, unless noted otherwise: N/A Note 3 Lot Configuration: Standards apply to subdivisions of 4 or more street-fronting lots. Variety in the configuration of lots enhances the image of variety of housing stock and helps minimize perceptions of monotony. One of the following is required: 1. Lot width variation of 10 feet minimum of one per four abutting street-fronting lots, or 2. Minimum of four lot sizes (minimum of 400 gross square feet size difference), or 3. A front yard setback variation of at least 5 feet minimum for at least every four abutting street fronting lots. Staff Comment: There is only one street-fronting lot. The other lots would be facing a private shared driveway. Garages: The minimization of the visual impact of garages contributes to creating communities that are oriented to people and pedestrians, as opposed to automobiles. One of the following is required (some options are not listed here due to lack of site feasibility, i.e. garages accessed from alley): 1. Recessed from the front of the house and/or front porch at least 8 feet, or 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of the garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade at ground level, or 4. Detached. The portion of the garage wider than 26 feet across the front shall be set back at least 2 feet. Staff Comment: Lot 1 has an existing home, where garage design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building plans, which would be used to determine visual impact of garages, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated}. Primary Entry: Entrances to houses shall be a focal point and allow space for social Short Plat Report LUA14-001284 City of Renton Department of Cot nity & Economic Development A istrative Short Plat Report & Decision LUA14-001284; SHPL-A CASCADE GREENS SHORT PLAT Report of December 4, 2014 Page 12 of 21 Note 3 Note 3 interaction. One ofthe following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or 2. Porch: minimum 5 feet deep and 12 inches above grade. Exception: An ADA accessible route may be taken from a front driveway. Staff Comment: Lot 1 has an existing home and front porch area, where primary entry design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-5, building designs, which would be used to evaluate design of entrances, hove not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Fa~ade Modulation; Buildings shall not have monotonous facades along public areas. One ofthe following is required: 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on fac;:ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fac;:ade. Staff Comment: Lot 1 has an existing home, where fai;ade modulation design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2-4, building designs, which would be used to evaluate design of fai;ades, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25 percent of all fac;:ades facing street frontage or the front yard for homes not facing a public street. Note Staff Comment: Lat 1 has an existing home, where windows and doors design standards 3 would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building designs, which would be used to evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Note Staff Comment: Lot 1 has on existing home, where scale, bulk, and character design 3 standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building designs, which would be used to evaluate scale, bulk, and character of structures, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Roofs: Roof forms and profiles are an important architectural component. One of the Note following is required: 3 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof (dormers, etc.), may have lesser pitch, or Short Plat Report LUA14-001284 City of Renton Department of Car CASCADE GREENS SHORT PLAT 1ity & Economic Development A, istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 13 of 21 Note 3 Note 3 Note 3 2. Shed roof. Staff Comment: Lot 1 is an existing home, where roof design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building designs, which would be used to evaluate roof forms, hove not been submitted yet. They would be submitted for building permit review (compliance not demonstrated}. Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of exterior siding materials. Staff Comment: Lot 1 is an existing home, where eave design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building designs, which would be used to evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. If one siding material is used on any side of the dwelling that is two stories or greater in height, a horizontal band that measures at least 8 inches is required between the first and second story. Also, one of the following is required: 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and minimum 3-1/2 inch details all doors. Staff Comment: Lot 1 has an existing home, where architectural detailing design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated). Materials and Color: A variety of materials and color contributes to the diversity of housing in the community. Abutting houses shall be different colors. Color palettes for all new dwellings, coded to the building elevations, shall be submitted for approval. Additionally, one of the following is required: 1. A minimum of 2 colors shall be used on the building (a main color with different trim color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shall comprise a minimum 30 percent of the street-facing fa~ade. If masonry siding is used, it shall wrap the corners no less than 24 inches. Staff Comment: Lot 1 has an existing home, where materials and ca/or design standards would be evaluated if remodeling or addition were to occur in the future. For Lots 2-4, Short Plat Report LUA14-001284 City of Renton Department of Co CASCADE GREENS SHDRT PLAT Report of December 4, 2014 nity & Economic Development A nistrative Short Plat Report & Decision WA14-001284; SHPL-A Page 14 of 21 building designs, which would be used to evaluate material and color choices, have not been submitted yet. They would be submitted for building permit review (compliance not demonstrated}. 4. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for proposed subdivisions. The proposed project is consistent with the following subdivision regulations if all conditions of approval are complied with: Access: Each lot must have access to a public street, private road, or by a private access easement per the requirements of the street standards. Per RMC 4-4-0801.1.iii, Driveways shall not be closer than five feet to any property line. Staff Comment: Access to the lots would be from a shared private driveway access easement that connects to SE 162nd St (Exhibit 3}. Shared driveways may be permitted for access up to a maximum of four Jots and up to three of the lots may use the driveway as primary access for emergencies. Therefore, the shared driveway would meet the driveway standard where four Jots would use the driveway. Staff recommends, as a condition of approval, that a note be added to the face of the plat stating language to the effect "that all lots shall take access from the proposed shared driveway." The Fire department requires a fire apparatus turnaround for this short plat (Exhibit 13}. Although the code allows a 16-foot width for a shared driveway, the driveway would also be used for emergency access to the residential lots therefore the width is required to Note 1 have a 20-foot minimum paved width. The Site Plan identifies a couple lines on the plan, a dotted line that measures 23 feet from the east property line and a solid line. With the two identified lines, the plan Jacks clarity. The width of the driveway easement needs to be identified ciearly on the short plat plan, especially as the setback to the existing home must be 5 feet from the driveway. Therefore, staff recommends as a condition of approval that all plans identify the access easement width correctly. If the identified 23 feet width is the driveway width, the sideyard setback for the existing home would be non-conforming. A non-conforming setback cannot be created through a short plat approval. Greater detail of staff's analysis for the setback of the home to be retained can be found in the above report subsection "2. Compliance with the Underlying Zoning Designation" "Setbacks". As part of the Setback analysis above, staff recommends the minimum sideyard setback along a driveway be properly identified. Alleys: Alley access is the preferred street pattern for all new residential development in the R-8 zone. New residential development in areas without existing alleys shall utilize alley access for interior lots. The City will consider the following factors in determining whether the use of alleys is not practical: A) Size: The new development is a short plat; B) Topography: The topography of the site proposed for development is not conducive for an alley configuration; C} Environmental Impacts: The use of alleys would have more of a negative impact on the environment than a street pattern without alleys. Short Plat Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PLAT nity & Economic Development A iistrotive Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 15 of 21 Staff Comment: The proposal is required to consider alleys as part af the layout because the project is 6 du/ac or greater. Pursuant to criterion A, the subject project is a short plat, therefore an alley is not required. Streets: The short plat is the subdivision of an interior lot into four lots, with street frontage along SE 162nd St. Street improvements are required. Street lighting is not required for a four lot short plat. Staff Comment: The SE 162nd St is classified as Residential Access streets and requires 53 .,, feet of width. The street has an existing width of 60 feet. Therefore, the applicant is not required to dedicate right-of-way. Currently, there are no street improvements along the lot frontage. The applicant has proposed is to provide the required paving, curb, gutter, planter strip, and sidewalk along the street frontage. The planter strip would be 8 ft in width where street trees would be located, and the sidewalk would be 5 ft in width. Blocks: Blocks shall be deep enough to allow two tiers of lots. N/A Staff Comment: No new blocks or streets are proposed, therefore the criteria does not apply. 5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: .,, Police: The Renton Police Department has commented that the proposed project would have probable minor impacts. Fire: Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees (Exhibit 13, Fire Review subsection). The fire flow requirement for a single-family residence is minimum 1,000 gpm for structures up to 3,600 sf, including attached garage and basement. If dwellings exceed 3,600 sf, a minimum of 1,500 gpm would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow .,, requirement increases to 1,500 gpm . A water availability certificate is required from Soos Creek Water and Sewer District. Therefore, staff recommends the certificate be required as part of the construction permit application. Fire Impact Fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2014 and 2015 the fee is $479.28 per new single family lot and fees may increase year to year. The fee shall be payable to the City as specified by the Renton Municipal Code prior to building permit issuance. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools (Exhibit 10): Note 1 Cascade Elementary (0.14 miles from the subject site), Nelsen Middle School (0.49 miles from the subject site) and Lindbergh High School (1.0 miles from the subject site). RCW 58.17.110(2) provides that no subdivision be approved without making a written finding of adequate provisions for safe walking conditions for students who walk to and from Short Plat Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PLAT nity & Economic Development A 1istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 16 of 21 school and/or bus stops. Maplewood Elementary and Nelsen Middle Schools are within walking distance of the subject site and Lindbergh High School is within approximately one mile but the school district states that future high school students can be transported to the high school via bus (Exhibits 10). The nearest high school bus stop is at the intersection of 1081h Ave SE and SE 1701h St (per phone conversation with Judy Holcomb, Renton School District Transportation, December 2, 2014). Except for the street fronting the subject site, between 1161h Ave SE and 1141h Ave SE, there are safe routes to all schools for walking including the high school, and a safe route to the bus stop for the high school. At the nearest intersections to the east and west, there are safe routes to all schools and the bus stop for the high school. As for anticipated sidewalk improvements next to the subject site, it is anticipated that the short plat approved on the western border of the subject property, called Lim elite Short Plat (LUA14-1083), would provide sidewalk from the subject site, west to the intersection at SE 162nd St and 1141h Ave SE. This connection would provide safe routes for the middle school and high school bus stop. It is not clear that there is a safe walking route to the eastern intersection at SE 162nd St and 1161h Ave SE, and if Limelite is not constructed, to the western intersection at SE 162"d St and 1141h Ave SE. At both intersections, safe routes to all schools and the high school bus stop are available. Without clarity that there is sufficient room for students to walk on SE 162nd St, staff is not able to determine that there are safe walking routes to all schools and the nearest high school bus stop. Therefore staff recommends that the applicant provide a safe route to school plan to the intersections, to be provided to, and approved by, the Current Planning Project Manager, prior to construction permit application. The applicant is proposing street frontage improvements, including sidewalks, along the south side of the street frontage of the property along SE 162"d St. There are no existing sidewalks directly to the east and west of the subject site on SE 162"d St although there is a sidewalk at the intersection of 1141h Ave SE and SE 162nd St. School impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2014 the fee is $5,455 per dwelling, and for 2015 the fee is $5,541 per dwelling and shall be paid prior to building permit issuance. Parks: Although there would be no significant impacts to the City of Renton Park System anticipated from the proposed project, an impact fee is required of all new residential development. ,/ Park impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2014 the fee is $963.01 per dwelling and for 2015, the fee is $1,395.25. Stormwater: A drainage report was submitted by Development Engineering PLLC, dated April 25, 2014. The drainage report complies with the 2009 King County Surface Water Manual and City Amendments. Based on the City's flow control map, the 4-lot short plat, falls within the Flow Control Standard, Forested Condition. The 0.69-acre site has one existing home that will remain. The site is subject to Full Drainage review. The applicant's Short Plat Report LUA14-001284 City of Renton Department of Car CASCADE GREENS SHORT PLAT 1ity & Economic Development A, istrative Short Plat Report & Decision LUA14-001Z84; SHPL-A Report of December 4, 2014 Page 17 of 21 Note 1 engineer is proposing to mitigate the new impervious surface by implementing full on- site infiltration. Overall, the project includes a disturbed area of approximately half an acre in size. According to the report, the site will disturb more than 7,000 square feet of area and will add more than 10,000 square feet of new impervious area. The site soils are classified as "Alderwood" (Age) by the USDA NRCS website, which are soils typically derived from glacial till and typically have very limited infiltration capabilities. To mitigate for the additional impervious surface the engineer states that it is intended to use full infiltration in accordance with City requirements. The report states that infiltration trenches for individual home roof drainage and pervious concrete or asphalt driveway surfacing will provide the required mitigation. Based on the test pits mentioned below, the engineer states that infiltration is feasible at a low design rate and if the trench bottom is kept to within 24 inches of the existing ground surface. Two test pit excavations were dug on March 6, 2014 in the area to explore the general subsurface conditions of the site. Excavations were performed to a depth of approximately 6 to 7 feet (Exhibit 7, Appendix A 'Figure 4'). In summary, the test pits generally encountered three distinctive soil units: 1) topsoil/fill, 2) brown silty sand/silt with gravel (moist), and 3) tan sandstone bedrock. Slight groundwater seepage was encountered at bedrock contact in Test Pit 1. No groundwater was encountered in the Test Pit 2. Although Development Engineering LLC provides geotechnical analysis, a full geotechnical report was not included with the application and is required to be submitted as part of construction permits. The geotechnical report was waived by City review staff as part of the subject application. Therefore, staff recommends as a condition of approval that a geotechnical report be provided with construction permit application and that if the geotechnical report concludes the soils will not support 100% infiltration, even though it is the opinion of the drainage engineer that infiltration is feasible (Exhibit 7, page 3), the technical information report will need to be updated and revised. The public comment received (Exhibit 12) identifies existing and future stormwater as an issue. The comment letter states that the commenter had walked across the subject site in the past and sunk in mud and that there is concern about onsite infiltration for stormwater. Staff is recommending that a geotechnical report be provided which should address the concern where the drainage report would be updated to reflect if full infiltration, partial infiltration, or no infiltration is suitable at the site. A geotechnical report usually provides a recommendation that a qualified geotechnical engineering service be retained to conduct a review of the final project plans and specifications and to monitor the construction of geotechnical elements. Recommendations of geotechnical reports are regularly required as conditions of development projects by City staff and it is anticipated that such recommendations would become requirements ofthe project. Short Plat Report LUA14-001284 City of Renton Department of Co, CASCADE GREENS SHORT PIA T nity & Economic Development A istrative Short Plat Report & Decision LUA14-001284; SHPL-A Report of December 4, 2014 Page 18 of 21 Stormwater drainage plans for individual lots will be required prior to issuance of construction permits. The Surface Water System Development fee for 2014 is $1,228.00 per new lot and $1,350.00 for 2015. Fees are payable prior to issuance of the construction permit. Water Service: The project is located in the Soos Creek Water and Sewer district. A water availability certificate will be required to be submitted to the City as part of construction permit application. ~ Additionally, all new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. A minimum of one new hydrant will be required to be installed. Sanitary Sewer Service: The project is located in the Soos Creek Water and Sewer ~ district. A sewer availability certificate will be required to be submitted to the City as part of construction permit application.Therefore, staff recommends the certificate be required as part of the construction permit application. Transportation: Impacts to the city transportation system are expected, due to increased vehicle trips to and from the proposed project. The 2014 Traffic Impact fee is $1,430.72 per single family home and the 2015 fee is $2,143.70. Credit would be ~ provided for existing homes. No right-of-way dedication is required. Street frontage improvements are required along both streets that include curb, gutter, 8-foot planter strip, and 5-foot sidewalks. The Transportation Impact fee would be calculated and assessed at the rate in effect when building permits are issued. 9. System Development Charges: The Surface Water System Development Fee for 2014 is $1,228.00 per new lot and $1,350.00 for 2015. Water and Sanitary Sewer are provided by Soos Creek Water and Sewer district. 10. Public Utilities: Sufficient public utilities would be available for the development of homes on the proposed lots if all conditions of approval are met, where the applicant is required to provide water and sewer availability certificates from Soos Creek Water and Sewer District. 11. Street Frontage Improvements: Improvements for SE 162"d St is required to include 13 feet of paving from centerline, curb and gutter, and 8-foot planter strip with trees, a 5-foot sidewalk, and storm drainage improvements according to City code. 12. Safe Routes to School: Students would attend Renton School District. A safe walking route would be provided to all schools and/or bus stops if the conditions of approval are met. J_ CONCLUSIONS: l. The subject site is designated Residential Single Family (RSF) in the Comprehensive Land Use Plan and complies with the goals, objectives, and policies established with this designation. 2. The subject site is zoned Residential 8 (R-8) and complies with the zoning and development standards established with this designation, provided the applicant complies with the Renton Municipal Code and conditions of approval. Short Plat Report LUA14-001284 City of Renton Deportment of Con nity & Economic Development CASCADE GREENS SHORT PLAT Report of December 4, 2014 A · · istrative Short Plat Report & Decision LUA14-001284; SHPL-A Page 19 of 21 3. The proposed use is anticipated to be compatible with existing and future surrounding uses as permitted in the R-8 zoning classification, provided the applicant complies with the Renton Municipal Code and conditions of approval. 4. Staff does not anticipate any adverse impacts on surrounding properties and uses as long as the conditions of approval are complied with. S. The proposed 4-lot short plat complies with the subdivision regulations as established by Renton Municipal Code and state law provided all advisory notes and conditions are complied with. 6. The proposed Cascade Greens Short Plat complies with the street standards as established by Renton Municipal Code, provided the project complies with all advisory notes and conditions of approval contained herein. 7. Safe and efficient access and circulation has been provided for all users. 8. There are adequate public services and facilities to accommodate the proposed short plat. 9. Safe routes to schools are anticipated to be available, provided the applicant complies with the Renton Municipal Code and conditions of approval. K. DECISION: The Cascade Greens Short Plat, File No. LUA14-001284; SHPL-A; is APPROVED and subject to the following conditions: 1. The applicant shall provide an updated Short Plat plan that provides for the required 5-foot setback between the existing home and the proposed 20-foot wide shared driveway. The Short Plat plan shall be provided to the Current Planning Project Manager for review and approval prior to construction permit issuance. If the setback cannot be met by a revision to the driveway, the Short Plat would not be approved without demolition of the structure or parts of the structure that would bring the home into compliance with the required 5 foot setback. 2. The applicant shall provide detailed landscape plans compliant with RMC 4-8-120 for both on- site and off-site landscaping to the Current Planning Project Manager at the time of construction permit review. The detailed landscape plans shall be reviewed and approved by the Current Planning Project Manager prior to construction permit issuance. 3. The applicant shall provide an updated tree retention plan and tree retention worksheet compliant with RMC 4-8-120. The final tree retention plan shall be provided for review and approval by the Current Planning Project Manager prior to construction issuance. 4. The applicant must provide sufficient information to show how the students that walk to school or the nearest high school bus stop would have a safe walking route to the nearby intersection at SE 162"d St and 1161h Ave SE and intersection at SE 162"d St and 1141h Ave SE where safe walking routes are available. If a safe route to school is not identified to the intersections, then the applicant will be required to provide a safe walking path, which may entail some off-site improvements. A safe walking route to the intersections on either side of the project site shall be identified and approved by the Current Planning Project Manager prior to construction permit application. If off-site improvements are required to accommodate a safe walking rout, such constriction shall be included with the construction permit application and be completed prior to short plat recording. Short Plat Report LUA14-001284 City of Renton Department of Con nity & Economic Development CASCADE GREENS SHORT PLAT Report of December 4, 2014 A · ·nistrative Short Plat Report & Decision LUA14-001Z84; SHPL-A Page 20 of 21 5. The applicant shall provide a Geotechnical Report, to be provided to the Current Planning Project Manager and Plan Reviewer, for review and approval as part of construction permit application. If the Geotechnical Report provides different analysis or conclusions than what are stated in the Technical Drainage Report, the Drainage Report and any utility plans shall be updated and provided as part of construction permit application. 6. The applicant shall provide Water and Sewer availability certificates from Soos Creek Water and Sewer District with the construction permit application. 7. The applicant shall provide a revised short plat plan identifying compliance with the shared driveway standards and emergency access standards, including but not limited to the minimum 5 foot separation from the property line and the 20 foot width. Such plan shall clearly identify the easement location on all proposed lots. The revised plan shall be submitted for review and approval to the Current Planning Project Manager prior to construction permit issuance. 8. The applicant shall update all plans that identify the width of private driveway to be consistent with the revised short plat plan. All plans to be revised shall be provided to the Current Planning Project Manager, for review and approval as part of construction permit application. 9. All lots shall take access from the proposed shared driveway. A note to this effect shall be recorded on the face of the short plat. 10. The applicant shall remove the carport on the east side of the existing home where the private driveway is to be located and to provide for the required setback between the existing home and driveway. The carport shall be demolished and documentation of such demolition shall be provided to the Current Planning Project Manager prior to recording of the short plat. DECISION ON LAND USE ACTION: SIGNATURE: Department of Community & Economic Development TRANSMITTED this 4" day of December, 2014 to the Contact/Applicant/Owner{s): Contact/Applicant: Kristen Harris 10945 SE 168th St Renton WA 98055 Owner: Timothy and Elizabeth Zwicker 11427 SE 162°d St Renton WA 98055 TRANSMITTED this 4'' day of December, 2014 to the Party{ies) of Record: Peter Sparring 16022 114'' Ave SE Renton, WA 98055 TRANSMITTED this 4'' day of December, 2014 to the following: Chip Vincent, CED Administrator Steve Lee, Development Engineering Manager Craig Burnell, Building Official Short Plat Report LUA14-001284 City of Renton Department of Co CASCADE GREENS SHORT PLAT Report of December 4, 2014 nity & Economic Development Vanessa Dolbee, Current Planning Manager Fire Marshal A · ·nistrative Short Plat Report & Decision WA14-001284; SHPL-A Page 21 of 21 L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on December 18, 2014. An appeal of the decision(s) must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. Short Plat Report WA14-001284 ' " l'.O ,.l~.s:, ~ :::c M m ~ N ~ 'lt ' ! g ' ' :: ' lfl " If/I e :f ,, z ·W 00 ,. ;: .... __ , ' KCSP L04-S0037 ' ,)( ':,;~ g g ' ' ! ' ' ~ 1~.'!. N T:Ti-, .z,_,_,, __ ,i l:Ll?-------'i :i,;.~, 1 ;:', KCSP $92S0073· 1 940805goot5 ·r, ;,; ' l'L_ ("·•:~:.]; 140. '•' ' " ,_l)l ' ~;,~. :!..~ ,. ;'\,.·•;:~ 91'.·L!· KC l0~$0015 2009b:20490l'.I002 1: ; ,~. ,., ~,!,,(.;, ' ~ ·,-~J-L ;--.-,, .!)., .,. KCSP 684082 ''"" ~ 'f ::: 8503270850 !..'"I ¥ ~ f 'I'· •'<>"' ~ r~ '-'"· :-.: .Ll~. 0 1 "' 11.-)0-·,l (S.P~I-- ,/1, ' ' < . I / ,_. ' -=r(9--o-ct' "--.._____. '-; ~k ,m.;a,,_ ;;1 20070919900008 T,::>•,,1 e,-e""":'rt -· 1-14TH-AVE S.E- ~ ' e "' -~ ,,.w--f.4J .;. , ;~.u ,. ! "- 3 ~ ; I ~ 1'~.1 I i;,:.o >_:ll ... F :~ "');:' SITE ' ! '21..:.2! ----.--,'.,.~, ,/~i y ',-;,,,·i ~ _ KCSP7810B2-. l :;; 8311150642 , cc·~.:u .;-J--.---,,,. -,. H~.9' : ,1, ,c .s: ,,.,Z~" ~ <q "(~;.-" ~ ' % t;: C " " ' 0 ~ " 0 " ' " 'w ·fl' • !~ ;~ ~- :'.: I ' ' 0 • ' i . I '.-:n~•-i -. ' ".'\!, D ' ' ' ~ ~ ill '.;<.Cc s ~ al ~ I ~ ... ~ L ti,_ 'I~ 0 " L ,<.\'' l ,Jc- J.L '< ,:.ij:, --~ s 4[l'--I-" _.:.~~:~~L!g";": I ;~. ~1rr .. , , ·~; " " (<I 1:-' ~'": __ ,,_ ..J {I> ~ 1 ' ' ' e ' :g 1 9·, t· ' ,, ,-, ' -:,-~:i i ~ i --!.1::/'..c'. ~ ~ l ~~,'! ,.,:, 10 ;I• ' ' V, )I '.·E--) ~ , 'e o MO o 0 w 0 '" 0 O ~ * w ~ ~ ~ '-< a I~~·'· 2.' ".!.:..,___:__l °': lu i ~ r ~' - ~~;-, •' ,, ,-;•.-o:: "' ,;, ' -~'.: .i:. o, (H " '" :~ ,1 ' ;'= " ,,, l "'i ~. g ~~ !:'.,; • , c .;.,,..,; c;;~ (_l_ Li.I VJ ;r,.~·' ~} I ·,·'•~->-~!"\"?,?,::~/~:1'.c_,, 'I: ,., ~ N1W·1t.:i3~05 11 . , • ·.,~ ~ ~> ., ~ 3;9. ~, ~ I . 1 · I I '" I' . ·:,' J. :e: c~_;_,? o~{-,f,31_~t~1 i; -3,~(,1:: r iu.,:•. ·,1 ;j')9.0_~-~ ,_,,_.. .,'., . "··· ' ,} .,,--~ ,:, ... ~< ;/1.· f/~· , '·'' SCA!£ SITE PLAN 1" = 100' 116THAVE S.E ·l ' :. " [ 0 I I'" 116TH AVE S.E. ' 1nv.,3 )".'~.,; :J1i.o ~\ °':~Y ~ - ' ~i·,·:/bl ·~· PRO.ECT NAME: ZWICKER SHORT PLAT D DEVELOPMENT ENGINEERING, PLLC 821 DOCIC S'IIIIT, SOOE '2JJ7 fflCJ£: (~ 228-0013 YMWLE:-C\1UDI WI. 10: PO Box 448 TACUIA. WA 9tMOI PRo.ECT NO: 14~036 SllE PLAN: :---------' ri BY• "'c S!<ETCH NC>. DATE: 1/9/12 NEIGHBORHOOD DETAIL MAP 11427 SE 162nd STREET RENTON, WA PN:OOBB00-0260 1-J 1 B I- C I- m >< :c ..... m ~ w F I- PRtPNIED BY: D I 2 I i-:--'_ .1 i 1~-,i'.T1L''::--c, :J]_ l, i · ----~+ff'P 3 I Fttffi1r I. . jfl ''I. I',::-·--±··, I ! -. . I . --I -----~--•• : -·-rlr.···-1"= ··: rn· I'·_ ,--_______ .-_ l -.,r' ---·-· ··· 1 · · ·; L 1 _ ] _ ,.::,{ ; -L~5i -LO:~~,: -·_ · .. _. ;~ · .--_-----dV-V 1---r ci~ ----·-,._ ,----L---'-"ii JR·-mrr-IT -;,~) i.~~-- VICINITY MAP SITE ADDRESS \1427 S.E. 162ND STREET PAACEI. NIJt.«lER 008800--0260 LEGAL DESCRIPTION SITE STATISTICS GRAPHIC SCAJ.fi: -.J '" -~II l JN HL'I") ! rn~h -;~O!l SURVEYOR I LOT AIU, • 0.68 ACftES PN: 006800-0260 PRCPOSEO NUMBER OF LOTS: 4 ZONIIIG: RB {8 DU/ACRE) MODA\\fLL & ASSOCIATES, LAND SURv£Y0RS 2J24 -187TH AVENUE NE THE \\EST HALF (1/2) OF LOT 5, BLOa< 4 (4), AKER's FARMS N0.5. ACCOODING ro PU.T F!ECOROED IN VOLUME 42, Of PLATS, PAGE 15, F!ECalOS OF KNG COONTY, W,'.SHNCTON PRO.€CT Till.E: LOT I: 12.9'12 Sf• 0.2tl8 AC EMEMENT AREA LOT-T-J.~SQfT LOT 2: 6,653 SF• 0.153 AC CASEMENT AREA LOT 2 .. 1,894S<,n LOT l: 5,092 SF• 0.117 AC EASEMENT AREA LOT 3 • 9IOSOFT LOT 4: 5,067 SF• 0.115 AC PR(J>()SE0 ~SITY 4/0.66-5.88 00/ACRE REDMOND, WASHINGTON 96052 ( 425) 649-6718 N'f'ROVALS: DEvUOPMENT ENGINEERING, PllC ZWICKER SHORT PLAT Job """' -----14-W! Proj.~r.~ 11427 SE 162ND STREET -·--~ R""""9d: ----~ RENTON, WA o.t.Chk. ~ 9{15{H 821 DOCK SlREET, ~'It 'l.f11 PHOtr: {z,J) llB-IXilJ PN:008800-0260 ~·· Scdo: 1• • 2o' TACCI!,\ YI.I. 98402 IIW.OE-C'dl...COM CIVIL GEOTECHNICAL 14-0JG i/15/14 6 I j''" \, I I I -I I I rt. 1: 1 c_J I ( , :_ __l_r I._,_ .. -I --1 I ~J:.. ~ \_r., . I L_I I ,_ ' ' ~ . -"::--i1;, : -----i ~I : ', I I I ' I LOT-2 1 ,/ ~,,-I I I I FRONT I I I ! ' SET8AC)( j L I {T'r'P) -""=o::<: I w·--=;--____.9!Q{ _,,__ -, 20' REAA-'/ I [! I ~~ I LOT-3 jl I I '/" L . --~ I ,· ,.,. -• .::;""5~ -":\ I SETBACK I I (TYP) I LOT-4 II • I I J I I I LESHUfl5fiT-~~- .::!'":: -------1- SITE PLAN ~ GRAPHIC SCi\lJ; 'f-www.J t i ( IN ~P~T ) I •n,h -,n r+ """"' Ir"··-Ii: SHORT PLAT PLAN I PLAT PLAN ------------1 I ,~m,o I I NE 1/4, NE 1/4 SEC110N 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. DENSIT I WORKSHE~ET City of Renton Planning Divisi n 1055.South Grady Way-Renton, W 98057 Phone: 425-430-7200 Fax: 425-43 -7231 1. Gross area of property: 1. 2'1 '13') 2. Deductions: Certain areas are excluded from de sity calculations. These include: Public streets** Private access easements** . Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: .. ) square feet :5~? 2.Z-square feet I,; square feet 2. 5-~zz.. 3. Z-+. ~/7 ;: ! .', :: ::1-:· , square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. -~"-5_1 __ acres 5. Number of dwelling units or lots planned: 5. __ 4~ __ units/lots '-6. Divide line 5 by line 4 for net density: 6. Z 6-Z-= dwelling units/acre ~ -1th cw ercud 8'~4'1 *Critical Areas are defined as "Areas determinec by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected lopes, wetlands or floodways." Critical areas buffers are not deducted/exclude I. ** Alleys (public or private) do not have to be ex luded. EXHIBIT 4 H:\CED\Data.\Forms-Templates\Self-Hc1 . 1 -03/08 City of Renton TREE RETE WORKSH TION ET 1. Total number of trees over 6" in diameter1 on p oject site: 1. __ ...ci_Cf.:_ __ trees 2. Deductions: Certain trees are excluded from t e retention calculation: Trees that are dead, diseased or dangerous ____ trees Trees in proposed public streets ____ trees Trees in proposed.private access easement /tracts 3 trees Trees in critical areas3 and buffers trees Total number of excluded trees: 2. ___ ..,.3,,___ trees 3. Subtract line 2 from line 1: 3. ___ /.c...0 __ trees 4. Next, to determine the number of trees that mus 0.3 in zones RC, R-1, R-4, or R-8 be retained 4 , multiply line 3 by: 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. ___ 4_,g~ __ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4:. 5. ~ 6. Subtract line 5 from line 4 for trees to be repla ed: (If line 6 is less than zero, stop here. No replacement trees are req ired). trees 6. __ __,_.Rf::c__ trees 7. Multiply line 6 by 12" for number of required re lacement inches: 7. ______ inches 8. Proposed size of trees to meet additional plant g requirement: (Minimum 2" caliper trees required) 8. inches 9. Divide line 7 by line 8 for number of replaceme {if remainder is .5 or greater, round up to the next whole number) 1 · Measured at chest height -------per tree 9. ______ trees 2 Dead, diseased or dangerous trees must be certified as such by f9rester, registered landscape architect, or certified arborist. and approved by the City. 3• Critical Areas. such as wetlands, streams, floodplains and protect slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). f) C (' f::: ! \/ C i .,J ' ·. 1... ~ · .. ' . l.-"'-"'" 4 -Count only those trees to be retained outside of critical areas and 1:1ffers. ~ r· .. •• ·:,, "'" I~ 5· The City may require modification of the tree retention plan to en ure retention of the maximum n1lirlber Of'.i l U I '-1' trees per RMC 4-4-130H7a ; 6. Inches of street trees, inches are less than 6" but are great H:Division/FormsffreeRetentionWorkshed EXHIBIT 5 ,--..~· .. -· ·":•\?/"'"1~\X trees retarnecf oh site that , ·« 1 ;..., ' - requirementVi..1:. :, ;:_c_·.:,:_::,-~ 11/07 -,'. EXHIBIT 6 D 1 VELO-PM ENT ENCil ~ ET~I NCi, PLLC P.O. Box446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com DRAINAGE TECHNICAL INFORMATIC' ~EPORT "11,, ~ ~,,~ qi}/: Zwicker Short Plat 11427 SE 162nd Street Renton, Washington PN: 008800-0260 For Timothy & Elizabeth Zwicker 11427 SE 162"• Street Renton, WA 98055 April25,2014 By ~6;.. (SI b. (SI V. OC' ~o t,,"JJ, )'J ~$ 0qt 9't.,(SI ~, Development Engineering;:Pl.tc· P.O. Box 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com EXHIBIT 7 RtC~ff\/Ei·1 ,'f" 1'J ' 9 -,.,, .; -' ,)[ 1. • i J 1.:1 <:::TY,.-~·;:: r;·~-rc:~--~ /-.. srre"esNl::H~ TOP or MON\JMEHT ·1_tf CASE AT EAST 1/4 COFttiER OF SECTIPN 29~2J-5., .E\.tV.AllON ao 139.904 BAS!IS OF BEAAINGS g~~J:f ~~~~IPS£2~ 11 ~~. ~N~a E:.:ir.~:.~~ iJ, NORltt 01"47'11" EAST t-lOl'IZONTAL CONTROL KING COUNTY $UR\ot:Y CONTROL POINT NO. ::5769, 'AkA NE COflNER SEtllON H, TO~SHIP 23 NORTH, RANGE 5 EAS!, W.M. ANO KING COUNTY· SIJRVEY CONTROi.. POINT NO, 3-79«!, AKA EAST. QUART6R CORNER OF SECTION 23. or SAID rovMSHIP AND R4NG£ . ft!IJNII i,il)IIUMENT IN CASE Yl\1\i BRASS CAP ' t' ) .._w,.m "!>l'VEB .w.----. -.-------- ~ ,-~----;13 ... --~--:-----~ -.. :j l.~< ;;> SE 162ND· S1REET ---{=;--·- ~ ::c t-1 m ~ 00 ~'_p~ ~ ~-wONUWEHT ·1"-Ciii$l" .,1 l! \ \ \ ' ''t·~/i . . ~ / J . 14• IIH27 . \ ... tf._ ISi ~ i ,/-po,,. ,,,, ' I .~ ~. 241~~ ~ ( ,2.0.,,.-//' I ,or LEGAL DESCRIPTIONS! HARRIS !&I -~~ONE-HALF (1/2) OF LOT 5, BLOCK"FOUR {4), ~. Al<ER'S FARMS NQ.6. JlecoROING TO PLAr 11:ECORD£D IN };f VOUJME '42.' Of P\:A'!'S; PAGE.'t'p, RECORDS 'OF KING -:_. ~ //' \ / \ I .\·/HARRIS ,.© I I I I I 0-~1oGuv 14•\. 0 & \ ,,., ~ r I • I I Gl<R.MlE I I ,.,i,_,-.....---JI I },(. / I . 7'Je" ,/ ) -1~1--.../ / /IJW$~ 5 I ,I __ 1!,6--- SCHI\EFER;;: ~· .4" o:;i i~=r)[ CH.-,,. UM< (!Net CORNtR ~.O'· \\£;ST OF PRCPERl'Y C01lf',1€R k-~ 11'.:.:J GRAPHIC SCALE i r i T l IN~) l Inch • 40 ft. LEGEND + SECTION CORNER QUARTER SE 1~1i ~I i § ~ i 140 c~n:, W~TON. i SC,tf7,EF~ ; }1 \i \ SET R~AR ~TION CORNER fOUNO REBAR C,&AP, LS 119582 ~ FOUNOM CAP = • • h. . . --o __ BOARO ~:~MENT IN C"SE • .,. --' --CHAIN UNK.'F"E . . >L _,_ -. .p~ j5° '1"\ 1 2• CONIFER . -. ·. 0 --- . ' . . .. -. . -. --' -' .,_, . ·-··"' INC~Ot/U~T,-. -~ «~er-,.--• -' .., ,auc:v -__ """"""''" .. ~ SAN"''" ~-.1,if1.-··.NQ1ES -___ _ • -• -.,... _., ---SE 164lH S '4 WATER MElER ----,_,,.,,lR££T W"1:R VACVE ?~7.80' --- ;;t /i4 1}1£ £AST HAL£ OF LDT· 5, BLOC!< 4, AK(R'S ,--,.RMS .ND 6, ACCOROING TO 1HE Pt.AT TH£REOF, RECOROEO IN ,VQI.UM~-· '4-l!: ·OF PL.ATS, PACE ·15, RECORD_S-·-Of" KING ~~~·· WA$HJNGT01i ·siwilE' JN TI-IE COUNT¥' Of K\NIJ, STATE OF >WA$1;!1NG~ • \ \ " ---- \, ~SEl,IEN'IB. ROADS, RESfRICTIOO,S, RESE:RV.UIONS, ANO HAZARD01.JS· WA.STE 05P0Sl1S, IF ANY. ARE NOT SH~ EXCEPT AS INO!CAT[D. ' HORIZONTAL DATUM 2. EQUIPMENT ANO PROCEDURES US£0: lOPCON GT5-.JC 5~. Etli!f -/ CLOSED ~\.fl ::mAV£1*iE. L.,6.ST cAUaRA TIOH DECEMBER, 2005. WASH~GTQN STA TE P~NE. NORTH ZONE HPGN a3/91 I a !_ ti:~ t~ ii ii I I I I ' I I I ti'.~. 0 ~ t.;'a. \..w '?, ·s ~-'.l ) ?"i c:, 3. ALL ~N~ Vl511tD ODRINC JUNE; 2000. VERTICAL DATµM +• ™1$-.$Uij~Y WAS PRtPAl;!ED F~-lKE ·1cxCWS1'r'E·USE QF H-ARRIS & SCHAEFF;R NAVO l~ AA0 0.0ts NOT EXTEND m Af,IY·~A'-1£0·.FlfiRS~ OR ·P£R.SONS WITHOUT · ~OW~= ~AP. 29e2.6 .~ms RECERTiflC:,t,TI~ BY"SURVEYtlR N ... MING··SAIO P~RT'I'. 7-I .. ~ t,. !«·1/~. NE 1/4, SECllON 29, TOWNSHIP 23 NORTH. RANGE 5 ~AST. W,M, 'Ji<1;,1111iQ£R'S CEf!iljBct~')f;: S~R\<EYOR'S crnrif1C~lE BOUND.ARY & TOPOGRAPHIC Sl/RVEY · ... f?~·kt·~: tni.,~·~f~f.~·-.~20 ,:i ijt __ ti Tl:lisc m<f .. ~~»r:·~l'J!!JCtl~ o: M~Y n'l~de by me:. . '.l '<1'00,\WELL ,k_-,moclATES -· FOR ·; . ))n ~,-_·~-q_f~qt_:~,~e'.·,...,,_ 11t·:th11 r.JqUesl of·• or under l:'j)'a,~.'ln:~911TIC,,~ with· the._ '-· Ulf»~~RS lit~RRIS & SCHAEFER .. :4'!tln··A ·. MiM;la,rQ!t ·,_ · ,·;·:·-,·· : ,·· .. · re(l!,!lfJ1!1¥le'O_f' th" ~Y. Reoonl!ng ·~t.at the . ., :::~ .·,:~e'i, ':· :.:~::?~:~ ... , .. ,,,.. :'.::: JlZ: · ;::,:,::,. = Ii "1't~,,-, .Y, .. :~.\{ii' 232-4, ,ll7\II .1.\IQ!Lll MOll-llt€AST -.,.,..,..,_..,., . ' . ' ~ 8ff+l_714'· !)WN. 8Y .,-MD '"" . .-BY JAM DATE f.JOB,.NO. 7/7/06 061l1 ~AL( -~H\<T ,·-_:;,, 40' •\"<:>f 1 m >< ::c o+ 1-1 m 1-1 -4 \I:) SCALE, SITE PLAN 1" -30' (/) "' <.n ~~ o:l ~ >-()0 ~"' ro \ \ r--..._;;,,,I I ) h \ \ 1\ \ ~o -::; cd ; -< )> f"'l -0 () > ~"' "' \ \ ' -.. : \ ," 1-· ,.:..-~ : I I 111 ~ I: I r- 11 I I t-' I \:1-i ('\i ·---~- (; 28.62' :!: Em .,,.n• I~ N. 16.35~1 §.~ ~/I \ I ij I I \l ~ 11 1 <ir>I I I 'j'1 I fii!:11 +-1~- 11:~:11!J~ ) If PVC S0RJ5 / 2caf 0-1.11:,; START 1EJ148.92 END. IE•148.66 I / \ ·1 r-- \ ( \ \ "'"""i;; \ I -r11 ::::0 \w ~o:J~ I \ -0-1 \ \ PRO.ECT NAME: ··:,:. / \ -,, .,, \ \ ZWICKER SHORT PLAT D DEVELOPMENT ENGINEERING, PLLC 821 DOCK STREET, SJITE 207 PHONE: (253) 228-0513 WW.1£-mt..CXII ,_......., .!! . EXIST_. w,.~ W/ CUT ti m: I . "'-" 4' DI a.-51 ......... -w---·- I ) ' j-< '-----,~ I I I 1·rcr ?};,~ l,e> );ly r """' EIO$I '1 r i ~ l\f!IT AS REQIJllfJJ """"'=:) (\ I II : ( /,, I 1 \ I SKETCH NO: PROJECT NO: 14-036 ~TE PLAN, BY: "'3C Fig. 2 DATE: 9/17/14 MAIL lO: PO Sox +16 TACailA. WA 9&40I UTILITIES SITE PLAN 11427 SE 162nd STREET RENTON, WA PN:008800-0260 Kris Sorensen From: Sent: To: Cc: Subject: Hey Sabrina, Answers below. Randy Matheson <randy.matheson@rentonschools.us> Thursday, November 06, 2014 12:26 PM Sabrina Mirante Kris Sorensen RE: City of Renton Notice of Short Plat -Cascade Greens Short Plat -LUA14-001284, SHPL-A Randy Matheson, Executive Director, Community Relations Renton School District I 300 SW 7th Street, Renton WA 98057 I 425.204.2345 I randy.matheson@rentonschools.us I www.rentonschools.us I (j ~~~ l~!:'.!Q!1 From: Sabrina Mirante [mailto:SMirante@Rentonwa.gov] Sent: Thursday, November 6, 2014 12:14 PM To: Randy Matheson Cc: Kris Sorensen Subject: City of Renton Notice of Short Plat -Cascade Greens Short Plat -LUA14-001284, SHPL-A Randy, This is another that I believe slipped through the cracks with Nancy's departure. Subject: Cascade Green Short Plat LUA14-001284, SHPL-A The City of Renton's Department of Community and Economic Development (CED) has received an application for a Short Plat located at 11427 SE 162°• St. Please see the attached Notice of Application for further details. In order to process this application, CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300, by asap. Elementary School Cascade Elementary (within walking distance-no bus transportation) Middle School: Nelsen Middle School (within walking distance-no bus transportation) High School: Lindbergh High (bus transportation provided) Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes_X __ No __ _ Any Comments: _________ _ EXHIBIT 10 Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-6593. Sincerely, Kris So re nse n Attachment THANK YOU! Sa6rina :Mirante, Pfanning Secretary City of Renton I CED I Planning Division 1055 S Grady Way I 6th Floor I Renton, WA 98057 Phone: 425.430.6578 I Fax: 425.430.7300 I smirante@rentonwa.gov -~--r+ C'.!t'i.'Or ---~-2tt:i1t Ull 2 There ,s grass, ·,v;:d f!o'..v~-;:·i-~-t,i comer !andscap!ng just tn;f~. ,.:, .. if./ :: ... EXHIBIT 11 ;;-, . _.;~_ (~:Ss'- , f, / Peter Spairring 16022 114th AVE SE Renton WA 98055 To whom it may concern, Cit of Renton Planning, 10-09-14 I am writing you today as a concerned citizen and neighbor to a short plat located at 11427 SE 162°• St and the property adjacent to the east and west of the property. I have lived in the neighbor 49 years and as child played on all three properties. These properties all get very wet and muddy during the Winters. I looked at the map that is proposed on the property on the corner of SE 162°• st and 114'h AVE SE and see that you are allowing for 5 houses and three of the houses will be located on the areas that I played on as a child. These houses are located on areas that were extremely muddy. During the winter I can remember walking across the yard and sinking far enough that I would Jose a boot in the mud. The same situation would happen on the south half of the property 11427 SE 162st and on the property to the east of it. I am very concerned with the water runoff from these proposed homes. The current ditches do not run anywhere. In the winter months they are already full of sitting water. Also the homes to the west of 162°• st already have a problem with erosion from the street water that runs down the street. This is most evident at the last house on the west end of SE 162°• St that sits on the south side of the street. There is also a problem with water erosion at the corner of 113th ave se and SE 162°• ST I am also concerned with a major change happening to the neighbor hood. By allowing so many homes to be crammed in to such a small area you are changing the quality of life that I have enjoyed for the past 49 years. On my whole block there is less homes than you are proposing to put on these properties. I am also concerned that you will have another short section of sidewalk that it put in differently and does not match with the surrounding area. During school hours their already exist a major congestion problem when Cascade Elementary starts and ends. You can look at the need for no parking signs that was placed on SE 162°• st. Already the street has several dozen kids that walk. this street every day while cars are traveling by at high rates of speed. With the added homes and new sidewalks on only partial part of the street it will add to the confusion and likely end up with one of the kids getting hit by a car. Partial sidewalks that go nowhere look awful and do nothing for making the roads safer. Anything short of a side walk going the entire length of SE 162°• st between 116th and 114th ave se would live the school at danger. And anything short of connecting the storm drainage to a system that removes the water from the area will only make the existing erosion problems worse. Thank you, Peter L Spairring. EXHIBIT 12 PLAN REVIEW COMMEN PLAN ADDRESS: SE 11427162ND ST RENTON, WA 98055-5229 APPLICATION DATE: 09/1912014 DESCRIPTION: The applicant is requesting Administrative Short Plat review for a 29,939 sf (0.69-acre) property to be subdivided into 4 lots in the R-8 zone. Density would be 7.27 du/ac. The existing home is proposed to stay. Lot sizes would range between 5,067 sf and 12,962 sf. Access to all lots would be from a private shared driveway on the eastern side of the site that connects to SE 162nd St. Studies submitted include the tree survey and tree retention worksheet and technical information report for drainage. Street improvements are required. Engineering Review Jan Illian Ph: 425-430-7216 email: jillian@rentonwa.gov Technical Services November 14, 2014 Recommendations: EXISTING CONDITIONS WATER Water Service will be provided by Soos Creek Water and Sewer Distrid. A water availability· certificate will be required to be submitted to the City. SEWER Sewer Service will be provided by Soos Creek Water and Sewer District. A sewer availability certificate will be required to be submitted to the City. STORM There are no drainage improvements in SE 162nd Street There is a ditch in SE 162 Street. STREETS There are no street improvements fronting the site in SE 162nd Street. CODE REQUIREMENTS SURFACE WATER 1. A drainage report dated April 25, 2014 was prepared and submitted by Development Engineering, PLLC. The report complies with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapters 1 and 2. Based on the City's flow control map, the 4-lot short plat zoned R-8 falls within the Flow Control Standard, Forested Condition. The 0.69 site has one existing home that will remain. Access to the new lots will be via a private road. The site is subject to Full Drainage review. The engineer is proposing to mitigate the new impervious surface by implementing full infiltration. 2. A geotechnical report was not included with the site plan. It is not clear if full infiltration is feasible. The applicant will need to submit a geotechnical report and TIR with the construction permit. lf the geotechnical report concludes the soils will not support 100% infiltration, then the TIR will need to be revised. 3. Surface water system development fee is $1,228.00 for the new lot. Credit will be given to the existing home. TRANSPORTATION /STREET 1. Existing right of way width in SE 162nd Street is 60 feet. This street is dassffied as residential access roads. To meet the City's new complete street standards, street improvements including 13 feet of paving from centerline, curb and gutter, an 8-foot planter strip, a 5-foot sidewalk, and storm drainage improvements are required to be constructed in the right of way fronting the site per City code 4-6-060. 2. Current traffic impad fee is $1,430.72 per new single-family lot. Payment of the transportation impact fee is due at the time of issuance of the building permit. Credit witl be given to the existing home. 3. Street lighting is not required for a four lot short plat. 4. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double-loaded garage driveway shall not exceed sixteen feet (16'). 5. Driveway shall not exceed 15% slope. Driveways over 8 % slopes require strip drains. GENERAL COMMENTS 1. Separate permits and fees for storm connections will be required. 2. All construction utility pennits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will be require a separate building pennit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. 4. A tree removal and tree retention/protection plan and a landscape plan shall be included with the civil plan submittal. Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Recommendations: Initial Review: Bob Mac Onie 10/17/2014 Note the City of Renton land use action number and land record number, LUA14-001284 and LND-20-0613, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Two of the short plat drawing submittals note the short plat name as "ZWICKER~, while the Land Use Permit Master Application calls said subdivision MCascade Greens". Note the correct name on all Mure drawing submittals. The final short plat submittal must be submitted by a licensed surveyor (signed, stamped and dated). Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. EXHIBIT 13 Page 1 of 3 Reviewer Comments Include a Basis of B Provide sufficient information to determine how the plat boundary was established. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the comers of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soo11 as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a uLEGEND~ block for the short plat drawing, detailing any symbols used thereon. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as uunplatted.~. The City of Renton Administrator, PublicWorks Department, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new "proposedH easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private driveway easement shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to ~expressly grant and conveyH the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. The new private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreemenr statement. Remove the zoning and density information from the uSITE STATISTICS H block currently shown on the "ZWICKER SHORT PLAr submittal. lndude a smaller "SITE MAP" on the final short plat submittal package. Space needs to be available for the short plat approvals blocks, pertinent notes, etc. including references to easements per the title report. Include a north arrow for the site map. Remove the setback lines shown on Lots 2, 3 and 4. Setbacks are determined when permits are issued. Include a statement of equipment and procedures used, per WAC 332-130-100. Leslie Betlach Ph: 425-430-6619 email: LBetlach@rentonwa.gov Community Services Review Created On: 10/22/2014 Via email... Parks Impact Fees per Ord. 5670 apply. November 14, 2014 Page 2 of 3 Provide tree protection and retention plan. Provide landscape plan. Technical Services Created On: 10/17 Fire Review -Building Pol ice Review November 14, 2014 Initial Review: Bob M ..... ,._..ne 10/17/2014 Addresses need to be assigned. Corey Thomas Ph: 425-430-7024 email: cthomas@rentonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at building permit issuance. Credit will be granted for the one existing home to remain. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1.500 gpm. There is one existing up to code hydrant within 300-feet of all of the proposed homes. A water availability certificate is required from Soos Creek Water and Sewer District. 2. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30-ton vehicle wtth 322-psi point loading. Access is required within 150-feet of all points on the buildings. An approved turnaround is required for all dead end streets exceeding 150-feet in length. Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov Recommendations: Minimal impact on police services. Page 3 of 3 Additional Plan Review Comments LUA14-001284 Site Address: 11427 SE 162"' St Planning: Review Comments 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. s. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING - Protected Trees" or on each side of the fencing if less than fifty feet (SO'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 6. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 2'11 ??L/ square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets .. Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 0 square feet h. , S7 square feet ' 0 square feet 2. 'I ,s'I square feet , 3. 2 ~1 II S square feet 4. ~D~· 5~3.,_____ acres 5. 'I units/lots ------ 6. Divide line 5 by line 4 for net density: 6. T, 5' = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. •• Alleys (public or private) do not have to be excluded. R:\P\V\DEVSERV\Forms\Planning\de EXHIBIT 14 Last updated: l I /08/2004 I t . . . •. ~ EXHIBIT 15 DEPARTMENT OF COMr ~ITV AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Name: Project Number: Project Manager: Owner: Applicant/Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: December 3, 2014 Cascade Greens Short Plat LUA14-001284; SHPL-A Kris Sorensen, Associate Planner Timothy and Elizabeth Zwicker; 11427 SE 162nd St; Renton WA 98055 Kristen Harris; 10945 SE 1681h St; Renton WA 98055 11427 SE 162"d St; Renton WA 98055 The applicant is requesting Administrative Short Plat review of a 29,774 square foot lot (PID 088000260) in the Residential-8 dwelling units per acre (R-8) zone to be subdivided into four single-family residential lots. The subject property is located east of 1141h Ave SE along SE 162°d St. The density would be 7.5 dwelling units per acre. Vehicular access to the lots would be from SE 162°d St utilizing a shared private driveway in a 20-foot wide access easement located on the eastern property boundary. Proposed lot sizes range from 5,067 sf to 12,962 sf in size. No sensitive areas or special features are located on the proposed project site. Eight trees are proposed to be retained. The existing home would be retained. A drainage technical information report was provided by Development Engineering LLC, dated April 25, 2014. Street improvements including planter strip and sidewalk would be installed along the subject site. 1,270 sf Proposed New Bldg. Area (footprint): N/ A Proposed New Bldg. Area (gross): N/A 29,774 sf (0.68-acre) Total Building Area GSF: N/A Project Location Map City of on Department of Community & Economic /opment E N V I R O N M E N TA L & D E VE L O P M E N T A P P L I CA T /•J N R E V I E W S H E E T REVIEWING DEPARTMENT: COMMUNITY SERVICES COMMENTS DUE: OCTOBER 21, 2014 APPLICATION NO: LUA14-001284, SHPL-A DATE CIRCULATED: OCTOBER 7, 2014 APPLICANT: Kristen Harris PROJECT MANAGER: Kris Sorensen PROJECT TITLE: Cascade Greens Short Plat PROJECT REVIEWER: SITE AREA: 29,939 square feet EXISTING BLDG AREA (gross): LOCATION: 11427 SE 162"' St PROPOSED BLDG AREA (gross) SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat review for a 29,939 sf (0.69-acre) property to be subdivided into 4 lots in the R-8 zone. Density would be 7.27 du/ac. The existing home is proposed to stay. Lot sizes would range between S,067 sf and 12,962 sf. Access to all lots would be from a private shared driveway on the eastern side of the site that connects to SE 162nd St. Studies submitted include the tree survey and tree retention worksheet and technical information report for drainage. Street improvements are required. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Linht!Glare Plants Recreation land/Shoreline Use Utilities Animals Trans,..,...rtation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,DOOFeet /t)/'¥/J/41 Omr7qc;I-~ j2e/J {7)~Cf/YJc.-z 0)0 ~ 8. POLICY-RELATED COMMENTS C. COCJf·RELATED COMMENTS I. l: / , - f'rt>V .-dt_ ~ pru~ "f-r~ We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ed to properly assess this proposal. Signature of Director or Authorized Representative Date Peter Spairring 16022 114'" AVE SE Renton WA 98055 To whom it may concern, Cit of Renton Planning, 10-09-14 I am writing you today as a concerned citizen and neighbor to a short plat located at 11427 SE 162"' St and the property adjacent to the east and west of the property. I have lived in the neighbor 49 years and as child played on all three properties. These properties all get very wet and muddy during the winters. I looked at the map that is proposed on the property on the corner of SE 162"' st and 114'" AVE SE and see that you are allowing for 5 houses and three of the houses will be located on the areas that I played on as a child. These houses are located on areas that were extremely muddy. During the winter I can remember walking across the yard and sinking far enough that I would lose a boot in the mud. The same situation would happen on the south half of the property 11427 SE 162st and on the property to the east of it. I am very concerned with the water runoff from these proposed homes. The current ditches do not run anywhere. In the winter months they are already full of sitting water. Also the homes to the west of 162"' st already have a problem with erosion from the street water that runs down the street. This is most evident at the last house on the west end of SE 162"' St that sits on the south side of the street. There is also a problem with water erosion at the corner of 113th ave se and SE 162"' ST I am also concerned with a major change happening to the neighbor hood. By allowing so many homes to be crammed in to such a small area you are changing the quality of life that I have enjoyed for the past 49 years. On my whole block there is less homes than you are proposing to put on these properties. I am also concerned that you will have another. short section of sidewalk that it put in differently and does not match with the surrounding area. During school hours their already exist a major congestion problem when Cascade Elementary starts and ends. You can look at the need for no parking signs that was placed on SE 162"' st. Already the street has several dozen kids that walk.this street every day while cars are traveling by at high rates of speed. With the added homes and new sidewalks on only partial part of the street it will add to the confusion and likely end up with one of the kids getting hit by a car. Partial sidewalks that go nowhere look awful and do nothing for making the roads safer. Anything short of a side walk going the entire length of SE 162"' st between 116th and 114'h ave se would live the school at danger. And anything short of connecting the storm drainage to a system that removes the water from the area will only make the existing erosion problems worse. Thank you, Peter L Spairring. • NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CEO)-Plannlng Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: October 7, 2014 PROJECT NAME/NUMBER: Cascade Greens/ LUA14·001284, SH PL-A PROJECT DESCRIPTION: The applicant is requesting Administrative Short Plat review for a 29,939 sf (0.69-acre) property to be subdivided into 4 lots in the R-8 zone. Density would be 7.27 du/ac. The existing home is proposed to stay. lot sizes would range between 5,067 sf and 12,962 sf. Access to all lots would be from a private shared driveway on the eastern side of the site that connects to SE 162nd St. Studies submitted include the tree survey and tree retention worksheet and technical information report for drainage. Street improvements are required. PROJECT LOCATION: 11427 SE 162nd St PERMITS/REVIEW REQUESTED: Short Plat-Administrative APPLICANT/PROJECT CONTACT PERSON: Kristen Harris/10945 SE 168th St./Renton, WA 98055/ 206-369- 2160/Kristen ha rri@gm a i I.com Other Permits which may be required: Building Permit, Construction Permit, Fire Permit Requested Studies: Soils evaluation and drainage report. Location where application may be reviewed: CONSISTENCY OVERVIEW: Zoning/Land Use: Department of Community & Economic Development {CED)-Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 The subject site is designated Residential Single Family (RSF) on the City of Renton Comprehensive Land Use Map and Residential-8 (RS) an the City's Zoning Map. Comments on the above application must be submitted In writing to Kris Sorensen, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on October 21,2014. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-6593. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Cascade Greens/ LUA14-001284, SHPL-A NAME, 'VE"i.E:..(<.. 6 Qf\\Q...Q ,WG MAILING ADDRESS: I t~ b :z._.z \\ , .. rt \-\ A ut ',,.c City/State/Zip, ltc tSlc ~ \.)~ q 'i'O'i"> TELEPHONE NO., ~ -3 7 ( _ 7 71 / PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: SEPTEMBER 19, 2014 NOTICE OF COMPLETE APPLICATION: OCTOBER 7, 2014 t . - ' -... . ;, . - '.'!T'f O.= -~ENTON REC~'iVED OCT O 9 2014 BUILDING DIVISION If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Cascade Greens/ LUA14-001284, SHPL-A NAME ?6 e_,r spc,..~{ ( I ("\~ . MAILING ADDRESS: ) Ce,02 2 I l L(T tt f\ ~ 9~' City/State/Zip: g_ e'WJ:[:t\) TELEPHONE NO.: ~ 3 71-771/ I NOTICE OF APPLICATION Pi.WE INQ.UDETHE PROJECT NUMBER WHEN CALLING fOR PROPER Fll1 IDENTIACAT10N ,.._,"'9!>1l.,,l»tlhaboon~i.<l•r><l_.~,..lthlho~.-ntol:~I.E<O-,.l,:.~p""',n (CED]-Pla ..... D1-ol:,t,o0ty<J!~.--..Tbofol"""""'~-tlla•ppl-ood,t,o__.,-, p,.bl(Ap_..lL PIIOIKTt:15C11!'1'10N: Th< appl""nt I> <>q"Htinl Adm ............ 5llort Plat ,,:view 1':i< • :l'l,!111 ,! (O.s...cre) praport'j tc b< ,obd;Mod ,nt0 4 lotl it, u,,, 11.,a ,oM. ~would-.. 7.27 du/a<:. Th< e:dnln• -b ptopO<a<lto~.l.O<!lll"'"'°ul<lr>npl>o?wN•5,~d,oclU,'l62,/.>J:ca><to•i!Gt>-00frDrn•~ nrod d~ on mo o.....-n old• o!tM !Ill• tllli "'"r,ec\S tc Se lo.Ind S< SNd.,. 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DII.TE Of APPUCll.llOK: lfyo.o""""'IIU"'11<...ie1parti'offf!<O(dtc"°'Mluntior\r>fom,lllononthllp"'pc:,,,,dp~a,mp1,,te<hb fonnor,dmim.oo: Otyo!Mlrll><l,aD,Plm<llr\lot,,islan,l05S5,,u>J,G,..:lvW"'l,lle"""1,WA 91t67. .f\Je-/Jlac Clsadf,G...,./cUJ>4....an.:'l4,SHPI.-A 1'<'u"°uldl11«tt>bol'lll<l<•P1rttolro,:,:,tdn,roa,...fllrth<<l-o<111\b~pn,jo(l.«unplo.to- ..., ,ndmum re, 0'1' of~ ,;.o, l'lannl111~ ia55 'io.rtt, G<>dyWay, Rooto", WA ~ • l<l(ome}Na; (a,aojoG,-..JLUM~s.HPL.,t, -·----'-------------------------------------hl,lllJN;GAllORm: _________________ _ .llUOIGAllCRESS: _________ ~p: _____ _ WIEPIIONEHOc --------- l.UtlON<rtOs ________ _ CERTIFICATION j./ '·, "" Su rt'A,1 Y"/\ ·3 I, . ·-'· ~· •v, '~ 1 hereby certify that copies of the above document were posted in_}_ conspicuous places or nearby the described property on Date: / D Ir// L( Signed: cf;_ vv > ~~ , " r r · = STATE OF WASHINGTON COUNTY OF KING ) ) ss ) I certify that I know or have satisfactory evidence that k /JAL> ,4 h:ttdl 4 u) '· , signed this instrument and acknowledged it to be his/her/their free and voluntary act for the ' "'""'''!J . , , ; ,,,,, ~ow"'illt. and purposes mentioned m the instrument. i' $" ~ r c::J:.\ 11 ~·-=-v ~,,,,\\\\\\''· in~ ~ 0 '] -o"'~1-;.o" £\'~;~,, e ,, drt{;v, T ~Ofl{ ~ ff~ o'"I!~ ,. .. ~ • I ::t ~ 'cit i §3 -I -~ z ~ <;,., ~ 0 1, '°uev' A. 5 /.-.... ,,.., ,, ,. ' - V) 11,/ 8-29_.. '.....~~ /_}) ·'1-;,... 111111\\\\\,,~,:,'-" .... -<'.'.<'" , ;; cv."' ·· Ore \Nf'.· ,, Notary (Print): My appointment expires.·_ ----+--~"-""'µlt(....__t,___o2==--q'-,(,'~i).(J=-'-/-~--- Timothy & Elizabeth Zwicker Kristen Harris 300' Surrounding Property Owners (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING Owners Contact See attached I certify that I know or have satisfactory evidence that Sabrina Mirante signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: ()drft:0 } ;J,01':f I Notary (Print): My appointment expires: Cascade Greens Short Plat LUA14-001284, SHPL-A template -affidavit of service by mailing • Kristen Harris 10~45 SE 168th St Renton, WA 98055 Timothy and Elizabeth Zwicker 11427 SE 162nd St Renton, WA 98055 8800c1195 88000070 88000221 BAKER ANGIE BITH KONG HENG+SEREYNA U BOWERS FLOYD & DANEEN 11414 SE 164th St 11420 SE 162nd St 16235 116th Ave SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98058 88000242 88000222 88000281 BOWERS FLOYD L BROWN JENNIFER L CARLSON MARILEE 16229 116th Ave SE 11444 SE 164th St 16220 114th Ave SE Renton, WA 98058 Renton, WA 98055 Renton, WA 98055 88000243 88000172 88000072 DANG BICH-THUYT DOAN HIEP+HANG HANH DOR OS JAM ES A 11457 SE 162nd St 16239 114th Ave SE 11430 SE 162nd St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000192 88000073 88000220 EAGAN WILLIAM CAREY ERICKSON TIMOTHY M GALEANO HECTOR+DOLORES+AIDA 16240 114th Ave SE 11432 SE 162nd St 11454 SE 164th St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000061 88000063 88000219 GEBRU TSEHAY GONZALES CARLOS D+CATHLEEN GRAYER DONNELL 16024 114th Ave SE 16020 114th Ave SE UNIT 1/2 11456 SE 164th St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000200 88000245 88000170 HAMILTON ERIC+STONE SHERRI HASELBLAD LORI J HCH LUND LLC 11438 SE 164th St 11445 SE 162nd St 16211114th Ave SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000177 88000202 88000190 HCH LUND LLC HERNANDEZ ROSA JENSEN ANDREW V+CAYLIN B 16203 114th Ave SE 11434 SE 164th St 11408 SE 164th St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000062 88000201 88000203 KANGAS HENRY A LACKIE DANIEL M LACKIE DANIEL M 16044 114th Ave SE 11422 SE 164th St 11420 SE 164th St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000226 88000175 88000176 LAURIE NORMAN J & VANDY LUND GUY & FRANCES LUND GUY & FRANCES 11442 SE 164th St 16225 114th Ave SE 16217 114th Ave SE Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 88000173 88000282 88000071 LUND MICHAEL+MEREDITH MCCURDY KYLE R+BURGANDI A MOKREN FREDERIC+NGAI-TING C 16251114th Ave SE 16226 114th Ave SE 11436 SE 162nd St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 880/)0081- MUZHICHKOV DMITRIY+DINA STO 11505 SE 160th Pl Renton, WA 98055 88000261 SHAFFER GENE B & LAURIE A 11435 SE 162nd St Renton, WA 98055 88000065 SPAIRRING PETER L+ELENA 16022 114th Ave SE Renton, WA 98055 88000241 VU LINH D+BICH-THUY T DANG 11453 SE 162nd St Renton,WA 98055 88000260 ZWICKER TIMOTHY D+ELIZABETH 11427 SE 162nd St Renton, WA 98055 88000191 PIPKIN DAVID J & JANELL 16230 114th Ave SE Renton, WA 98055 88000240 SIEV POHENG V+SAOVRY M 11461 SE 162nd St Renton, WA 98055 88000193 TRIPI JOSEPH A 16318 114th Ave SE Renton, WA 98055 88000080 WORD OF LIFE CHURCH OF GOD 16045 116th Ave SE Renton, WA 98058 88000040 SEKO MARVIN E W+AUDREY I W 16035 114th Ave SE Renton, WA 98055 88000224 SINGH NARINDER PAL 16301116th Ave SE Renton, WA 98058 88000280 VIRTUOSO VENTURE 6 LLC 16204 114th Ave SE Renton, WA 98055 88000080 WORD OF LIFE CHURCH OF GOD 11446 SE 162nd St Renton, WA 98055 Denis Law Mayor October 7, 2014 Kristen Harris 10945 SE 1681h St Renton,\NA 98055 r Jitr7 0 r. (S).· , 'r l ~ . ..:::,;......,;· . .. ._.; . . } . ..;, Community & Economic Development Department C.E. "Chip"Vincent, Administrator Subject: Notice of Complete Application Cascade Greens, LUA14:001284, SHPL-A Dear Ms. Harris: . The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-6593 if you have any questions. Sincerely, Kris Sorensen Associate Planner cc: Timothy & Elizabeth Zwicker/ Owner(s) Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Denis Law Mayor October 7, 2014 Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N Renton, WA 98055 Subject: Cascade Greens LUA14-001284, SHPL-A r Cityo • _!~·rrw·t, Community & Economic Development Department CE. "Chip"Vincent, Administrator The City of Renton's Department of Community and Economic Development (CED) has received an application for a Short Plat located at 11427 SE 162"' St. Please see the enclosed Notice of Application for further details. In order to process this application, CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300, by October 21, 2014. Elementary School: _________________________ _ Middle School:---------------------------- High School: --------------------------- Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No. __ _ Any Comments: ____________________________ _ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-6593. Sincerely, Kris Sorensen Associate Planner Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 , rentonwa.gov ~~---.:-r O City of. r J.(,.cJr·· 1:·r ('··1 r1 -~,s.~.~1.J\._~.-J....'._ NOTICE OF APPLICATION A Master Appllcatlon has been flied and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION, PROJECT NAME/NUMBER, October 7, 2014 Cascade Greens/ LUA14-001284, SH Pl-A PROJECT DESCRIPTION: The applicant is requesting Administrative Short Plat review for a 29,939 sf (0.69-acre) property to be subdivided into 4 lots in the R-8 zone. Density would be 7.27 du/ac. The existing home is proposed to stay. Lot sizes would range between 5,067 sf and 12,962 sf. Access to all lots would be from a private shared driveway on the eastern side of the site that connects to SE 162nd St. Studies submitted include the tree survey and tree retention worksheet and technical information report for drainage. Street improvements are required. PROJECT LOCATION: 11427 SE 162"d St PERMITS/REVIEW REQUESTED: Short Plat-Administrative APPLICANT/PROJECT CONTACT PERSON: Kristen Harris/10945 SE 168• St./Renton, WA 98055/ 206-369- 2160/Kristen ha rri@gma ii. com other Permits which may be requlred: Building Permit, Construction Permit, Fire Permit Requested Studies: Soils evaluation and drainage report. Location where appltcation may be reviewed: CONSISTENCY OVERVIEW, Zoning/Land Use: Department of Community & Economic Development (CEO)-Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 The subject site is designated Resldentlal Single Family (RSF) on the City of Renton Comprehensive Land Use Map and Resldential-8 (RB) on the City's Zoning Map. Comments on the above application must be submitted in writing to Kris Sorensen, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on October 21, 2014. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-6593. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Cascade Greens/ LUA14-001284, SHPL-A NAME:------------------------------------ MAILINGADDRESS: ________________ City/State/Zip: __________ _ TELEPHONE NO.: --------------- ··· 0 City of· i r~ 2 t r: r, ( • Cl -,_ ~ ---._..,.. :J -- PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: SEPTEMBER 19, 2014 NOTICE OF COMPLETE APPLICATION: OCTOBER 7, 2014 -. . """""' . ~ -. ... -··; ·-.-' '""":!;'. If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.: Cascade Greens/ LUA14-001284, SH PL-A NAME:-------------------------------- MAILING ADDRESS: _______________ City/State/Zip: __________ _ TELEPHONE NO.: -------------- CITY OF RENTO DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: June 30, 2015 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: Cascade Greens LUA (file) Number: LUA-14-001284, SHPL-A Cross-References: AKA's: Project Manager: Kris Sorensen Acceptance Date: September 30, 2014 Applicant: Owner: Timothy & Elizabeth Zwicker Contact: Kristen Harris PID Number: 0088000260 ERC Determination: Date: Anneal Period Ends: Administrative Decision: Approved with Conditions Date: December 4, 2014 Anneal Period Ends: December 18, 2014 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Anneal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting Administrative Short Plat review for a 29,939 sf (0.69-acre) property to be subdivided into 4 lots in the R-8 zone. Density would be 7 .27 du/ac. The existing home is proposed to stay. Lot sizes would range between 5,067 sf and 12,962 sf. Access to all lots would be from a private shared driveway on the eastern side of the site that connects to SE 162nd St. Studies submitted include the tree survey and tree retention worksheet and technical information reoort for drainaae. Street imorovements are reauired. Location: 11427 SE 162"d St Comments: ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. ADVISORY NOTES TO APPLICANT LUA14-001284 Application Date: September 19, 2014 Name: Cascade Greens Short Plat Plan -Planning Review Recommendations: Environmental Impact Comments: Site Address: 11427 SE 162nd St Renton, WA 98055-5229 1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at building permit issuance. Credit will be granted for the one existing home to remain. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There is one existing up to code hydrant within 300 feet of all of the proposed homes. A water availability certificate is required from Soos Creek Water and Sewer District. 2. Fire department apparatus access roadways are required to be a minimum of 20 feet wide fully paved, with 25 feet inside and 45 feet outside turning radius. Fire access roadways shall be constructed to support a 30 ton vehicle with 322 psi point loading. Access is required within 150 feet of all points on the buildings. An approved turnaround is required for all dead end streets exceeding 150 feet in len th. Recommendations: WATER Water Service will be provided by Soos Creek Water and Sewer District. A water availability certificate will be required to be submitted to the City. SEWER Sewer Service will be provided by Soos Creek Water and Sewer District. A sewer availability certificate will be required to be submitted to the City. STORM There are no drainage improvements in SE 162nd Street. There is a ditch in SE 162 Street. STREETS There are no street improvements fronting the site in SE 162nd Street. CODE REQUIREMENTS SURFACE WATER 1. A drainage report dated April 25, 2014 was prepared and submitted by Development Engineering, PLLC. The report complies with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapters 1 and 2. Based on the City's flow control map, the 4 lot short plat zoned R 8 falls within the Flow Control Standard, Forested Condition. The 0.69 site has one existing home that will remain. Access to the new lots will be via a private road. The site is subject to Full Drainage review. The engineer is proposing to mitigate the new impervious surface by implementing full infiltration. 2. A geotechnical report was not included with the site plan. It is not clear if full infiltration is feasible. The applicant will need to submit a geotechnical report and TIR with the construction permit. If the geotechnical report concludes the soils will not support 100% infiltration, then the TIR will need to be revised. 3. Surface water system development fee is $1,228.00 for the new lot. Credit will be given to the existing home. TRANSPORTATION /STREET 1. Existing right of way width in SE 162nd Street is 60 feet. This street is classified as residential access roads. To meet the City's new complete street standards, street improvements including 13 feet of paving from centerline, curb and gutter, an 8 foot planter strip, a 5 foot sidewalk, and storm drainage improvements are required to be constructed in the right of way fronting the site per City code 4 6 060. 2. Current traffic impact fee is $1,430.72 per new single family lot. Payment of the transportation impact fee is due at the time of issuance of the building permit. Credit will be given to the existing home. 3. Street lighting is not required for a four lot short plat. 4. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double loaded garage driveway shall not exceed sixteen feet (16'). 5. Driveway shall not exceed 15% slope. Driveways over 8 % slopes require strip drains. GENERAL COMMENTS Ran: June 30, 2015 Page 1 of3 ADVISORY NOTES TO APPLICANT LUA14-001284 Version 1 I December 01, 2014 1. Separate permits and fees for storm connections will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. 4. A tree removal and tree retention/ rotection Ian and a landsca e Ian shall be included with the civil Ian submittal. Recommendations: Initial Review: Bob Mac Onie 10/17/2014 Note the City of Renton land use action number and land record number, LUA14 001284 and LND 20 0613, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. Two of the short plat drawing submittals note the short plat name as "ZWICKER", while the Land Use Permit Master Application calls said subdivision "Cascade Greens". Note the correct name on all future drawing submittals. The final short plat submittal must be submitted by a licensed surveyor (signed, stamped and dated). Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Include a Basis of Bearing. Provide sufficient information to determine how the plat boundary was established. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". The City of Renton Administrator, PublicWorks Department, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATION" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Ran: June 30, 2015 Page 2 of3 ADVISORY NOTES TO APPLICANT LUA14-001284 Plan -Planning Review Version 1 I December 01, 2014 The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new private driveway easement shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to "expressly grant and convey" the lots "together with and/or subject to" any new private easements delineated on the short plat in the conveying document. The new private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Remove the zoning and density information from the "SITE STATISTICS" block currently shown on the "ZWICKER SHORT PLAT" submittal. Include a smaller "SITE MAP" on the final short plat submittal package. Space needs to be available for the short plat approvals blocks, pertinent notes, etc. including references to easements per the title report. Include a north arrow for the site map. Remove the setback lines shown on Lots 2, 3 and 4. Setbacks are determined when permits are issued. Ran: June 30, 2015 Page 3 of 3 ,· ·, City of Renton LAND USE PERMIT ···-,--.. MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: -r7;Y1mi,,, ~-ti I '2-,t_ I ' .,/ Zu1:d ... .a1~ ADDRESS: .I I /,/,21 .SE If-~ h;!) .s,+ CITY: Q f;;:_ ZIP: '1ll0SS-fl. = PROJECT OR DEVELOPMENT NAME: ~u..h__ &1reens. PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 1 1'-127 SE !t,2.J .S+ TELEPHONE NUMBER: t/ 2 5 3Db {')°t &, 2- KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) Oo8'F: 00-02.w NAME: EXISTING LAND USE(S): ,<;; I: .s PI· - COMPANY (if applicable): PROPOSED LAND USE(S): · Add. -~ 1,..,,_,;,ld.;u~ /oft J ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: RSF CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): JJA TELEPHONE NUMBER EXISTING ZONING: !<-g CONTACT PERSON PROPOSED ZONING (if applicable): J\ JA NAME: =k,, -fu,_ cJ-1.a , Y' IS V'V'/x, SITE AREA (in square feet): ?t7 a5q 5-f , SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): DEDICATED: ti I A SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: Sc llJ"-:! S,* /09</-~ -7n' ,,.0 .,.1 4'-;z.51 -~ t .1'. /r,, ,_,,. •. ,, fA r J/'5:3',z. , PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET 2.st. CITY: /~rZ:..._ ZIP:-tJA7os ,- TELEPHONE N~ND E-MAIL ADDRESS: ( ) . ,tG'S' .2'0(::,.-;?t; . ·· ·) kv; s...f&thtLr//'; ,6}L11t1,>t; ACRE (if applicable): 7, 2.7 NUMBE';51F PROPOSED LOTS (if applicable): NUMBER OF NEW DWELLING UNITS (if applicable): ;tJA ' ,/ JT ·\Frirm<:\Pl:rnninP-\m;i_<;tf!l'llnn rlrn~ . I . OR/fl7 ~~~~~~~~~P~R~O=J=E=C~T~IN~F~O=..;RMAT~I_O~N_(~c~o_n_ti_nu~e~d~I)~~~~~~~~ NUMBER OF EXISTING DWELLING UNITS (if applicable): I SQUARE FOOTAGE OF PROPOS~D RESIDENTIAL BUILDINGS (if applicable): N) SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): I /2.0 .s.f. SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): I NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (ifapplicable): A) PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): NONE:: D AQUIFER PROTECTION AREA ONE D AQUIFER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS AND LAKES D WETLANDS ___ sq.fl. ---sq.ft. ___ sq.ft. ___ sq.fl. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the followina information includedl SITUATE IN THE ;J~ QUARTER OF SECTION 21_, TOWNSHIP 23, RANGE_,£:_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. S iu,.,J P/4 111 i.f-i/ 2--3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) ['Jz4,be{-L, Zk.rkO", I. "'iJI-\..,;? ....,.~~~~~ that I am (please check one) / the current owner of the property involved in this application or __ the authorizedr representative to act for a corporation (please attach proof of authorization} and that the foregoing statements and answers herein contained and the information herewith are In all respects true and correct to the best of 'EX, k~elief. . . J. I certify that I know or have satisfactory evidence that . ~If ~~G~g /'' signed this instrument and acknowledged it to be his/her/their free and voJ~~3gp;Nt~~t,,14 e,/tt_;}: ivL-uses and purposes menUoned in the instrument. §' ~ !'l,.'''''""'l,i~~ ,,,. ~ E &_~ ... "'~"l,.Pl~~1,,1, I~ / : <' :o+ ~Y tJ ~, -,,._ 'I< -w::.... tor-~ o'-' {Signature of Owner/RepresentaUve ~ 1 ~ :! 3: "-~ ~ \--~ m,,,1 , M -r p ~11.P'" J~ ~ ,· 3 <c~ ~~ ,VILUJ I ttnvD ·IV[(.,.{~~~~~v pu~..._o;'j/J .~ hr-1/,l t " 3, .,,, f:,-... ~ - ( -~ ~. Notary Public in and for the State of Washington U'? v j (p . "'1,,, "'1' 1'1'11n""'''' ...... :_ ~~~.:: L ~ ,,,, s o~~s- 1-"-""N A""N"""c""'v"""A"". :.UTl<lfffi!?t.~~~,~ (Signature of Owner/Representative) ~--]ct> ~.-1~ _ Notary (Print) ! \\ ( L I 1 · L~ ) 11 ' ( (' ( y,. "') My appointment expires: G .1'' --Zc 10 NOTARY PUBLIC STATE Of wASHINGTON CUMMISSI~ EXPIRES JUNE 29. 2016 ·· ... : PLANNING DIVISION WAIVER OF SU BM ITT AL REQUIREMENTS FOR LAND USE APPLICATIONS ·.·; :'c'f-<,.· ~ -~"; ' ,. Density Worksheet 4 ·: :l1~;<#qWil;~m~-~~1~:~r~::J:~:::Jr1::·:i:1f;;::~1;,~t1i.-::.~~:· Drainage Report 2 il;:1evii'tl~i•it~~1ii~o1-: .\ ' ... ,, "" _.: .. , . .., .... -:-, .. ,. ~ . , .. , ,._ ' --' '' .. Environmental Checklist 4 ~~e1i~~~1~:~itfHf1I::1;i:::m. Existing Easements (Recorded Copy) 4 iffii?bff~ift{~;·U ::tfl$'i~·Jf ].~~: Floor Plans 3 ANU • Grading Plan, Conceptual 2 l~f~~foi:l~wii P.~li:1i3f3;];:'::_;{ ;-::tj:)J} ~fri'. Habitat Data Report, ;~~~~~~!;?-~.(~~~:\~ Irrigation Plan, 'KiNt,'!eoti~iYA't~s"Miip11;,~1~'~':: :'i Landscape Plan. Conceptual, \µi4j~;-fJtH;~ij~,i,~~'.·1:::t:::\~!t,:Jl~-:~:_;:;~--i:;~;,i::::i~i Legal Description 4 Master Application Form 4 '~ffi!im.Af~tt:ij:fagtiM~11t;;'i:l: Neighborhood Detail Map 4 ~~~~~!\t#~~·~·~~~~l'lr~·~~a}vilist: Plan Reductions (PMTs), This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning PRE'JL{-OcJO '-f z PROJECTNAME: Cc15c,.:rclt 6rt:e,u5 Sp ---'-~--~--------- DATE: 2 / 7,,,0 j I'± ---1f----7+---'--+-f---------- H:\CED\Dala.lFOTITI$-Tcmplules\Self--Help tiaodoubo\Planning\waiverofsubmittalreqs.xl& 06/09 Plat Name Reservation 4 • PLANNING DIVISION • WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS :rt~~i(q~·ji9.r;~;.~~t:ii.~htt.i1~-:~1.:f~~:;~:ri~:-' ,_,.. .. ,;,,t'-j"'mr:: :::1 ~ ~1;·i1Jtt~t'.'.ii!.i:'f:fli-f;~i-~;~J:Jj~tt~:~f:!:ft:!rll::~fa!::::~ Public Works Approval Letter 2 Screening Detail 4 $.lJ~jl~_ffl1\~A~.f]tfi;f:' :;.;::.;J a,~~<Z>Jt~:~:rt:~~~x~~it:tt ~;r j )p:i:;:·,··:ft:\ ;\1 ~:-~:: )~-1-~,~:'·~i}'. ',·'(,·, .','.·. ',•.·,·. ,,•.,· .·.·,·, c,,,·,•.1'..·,,,.·1.·,:·:.~.';__. '.,,.· .. ,',· • •. : ~ .. ",•, •,•,!. •. ·.; '-' .. ":.',:.',·,·.it,.,•,•·,, .:_,:,.;.,;:f~·<:t~,,1.l;l:··,~,i,~~::,;~;~"tH,:;;· n;-.;·\:'I'•, • .. -' '·~ , ,,..; ..,, ~ Stream or Lake Study~_Standard 4 . .. . .. t::.S...... .. . ....... .. ..... . .. . . .. . . .. Slre.itnf~t'a~~stlld/ S~ ~ i.,,i',..it;f;, 0ft'filiS)[}; 'i';:};i,L,;: ;:!' ;., :·· ,.· Stream or Lake Mitigation Plan 4 Title Report or Plat Certificate , Traffic Study 2 ·!~·~)#!~~~ ~~~.~~#;~:ltl~t-'fi'.1:t;: Jl~ }l+ ,,;ii Urban Design Regulations Analysis, Wetlands Mitigation Plan, Final 4 Wetlands Report/Delineation 4 j:'.:5 ,, Applicant Agreement Statement 2 ANo 3 Inventory of Existing Sites >ANO, Lease Agreement, Draft >AND3 Map of Existing Srte Conditions 2 AND, Map of v,ew Area , AND , Photosimulations 2 AND" This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning PROJECT NAME: ,· ,, ;·,.;~ ,.;-.... : I\,,:'";,_ FP.E l'-(-OOO/lf],. c~sc~de G~s SP DATE: -'2..=-,1-'/ 1,A)'-----1/'-t__.Lf_----- PREAPPLICATION MEETING FOR Cascade Greens Short Plat Address: 11427 SE 162"d St PRE 14-000142 CITY OF RENTON <:ITV ():·~ Ri:t~'l'CJ.>::· ?J.,N>..;:r~v Cl'/IS:O~-J Department of Community & Economic Development Planning Division February 19, 2014 Contact Information: Planner: Kris Sorensen, 425.430.6593 Public Works Plan Reviewer: Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally revie.wed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). - Fire & Emergency Services Department DATE: TO: FROM: SUBJECT: MEMORANDUM 2/10/2014 12:00:00AM Kris Sorensen, Associate P!anner Corey Thomas, Plan Review/Inspector (Cascade Greens Short Plat) PRE14-000142 1. The fire flow requirement for a single family home is 1,000 spm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. There 1s one existing up to code hydrant within 300-feet of all of the proposed homes. A water availability certificate is required from 5oos Creek Water and Sewer District. 2. The fire impact fees are applicable at the rate of $479.28 per single familv unit. This fee is paid at building permit issuance. Credit will be granted for the one existing home to remain. 3. Fire department apparatus access roadways are required to be a mi nimurn of 20-feet wide fully paved, with ZS-feet inside and 45-feet outside turning radius. Fire access roadways shall be constructed to support a 30 -ton vehicle with 322-psi point loading. Access is required within 150-feet of all points on the buildings. An approved turnaround is required for all dead end streets exceeding 150-feet in length. Page 1 of 1 DEPARTMENT OF COMl\tJuNr1 l AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM 2/17/2014 12:00:00AM Kris Sorensen, Associate Planner Jan Illian, Plan Reviewer (cascade Greens Short Plat) PRE14-000142 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. Water Service provider will be Soos Creek Water and Sewer District. A water availability certificate will be required to be submrrt.ed to the City. Sanitary Sewer 1. Sewer Service will be provided by Soos Creek Water and Sewer District. A sewer availability certificate will be required to be submitted ta the City. Storm Drainage 1. There are no drainage improvements in SE 162nd Street. 2. A drainage plan and drainage report will be required with the short plat application. The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM., Chapter 1 and 2. All core and any special requirements shall be contained in the report. Based on the City's flow control map, this site falls within the Flow Control Duration Standard., Forested Site Condition. The drainage report will need to follow the area specific flow control requirements under Core Requirement #3. 3. A geotechnical report for the site is required. Information on the water table and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application. 4. Surface watersystem development fee is $1,228.00 for each new lot. Credit will be glv,an to the existing home. 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. Transportation/Street 1. Existing right of way width in SE 162nd Street is 60 feet. SE 162nd Street is classified as residential access road. To meet the City's new complete street standards1 street improvements including 13 feet of paving from centerline, curb and gutter, an 8-foot planter strip, a 5~foot sidewalk, and storm drainage improvements are required to be constructed in the right of way fronting the site per City code 4-6-050. Page 1 of2 ' 2. Current traffic impact fee is Sl,4 /2 p, · e.w single-family lot. Payment of the tra1,. :. -~rtat impact fee is due at the time of issuance of the building permit. Credit will be given to the existing home. 3. Street lighting is not required for a four lot short plat. 4. A shared private driveway may be permitted for access up to a maximum of four (4} lots. Up to three (3) of the lots may use the driveway as prtmary access for emergencies. The remainder of the lats must have physical frontage along a street for primary and emergency access and shall only be allowed vehicular access from the shared private driveway. The private access easement shall be a minimum of sixteen feet (16'} in width, with a maximum of twelve feet (12 1 ) paved driveway. Minimum turnaround requirements for emergency access may apply. 5. The maximum width of single loaded garage driveway shall not exceed nine feet (9') and double~oaded garage driveway shall not exceed not teen feet (16'}. General Comments 1. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two 12) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. 3. All sewer stubs, water services and storm connections are required to b,e provided to each lot prior to recording of the short plat. Page 2 of 2 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM February 19, 2014 Pre-application File No. 14-000142 Kris Sorensen, Associate Planner Cascade Greens Short Plat --------------------------------- General: We have completed a preliminary review of the pre-application for the above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or . made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal: The subject property is located at the address 11427 SE 162"" St (PID 0088000260). The project site is generally flat. The property is zoned Residential -8 dwelling units per net acre and is 29,939 square feet (0.69 acre) in size. The applicant is proposing to subdMde the property into 4 lots. Proposed lot sizes would range from approximately 13,000 square feet to approximately 5,100 square feet with a private shared driveway along the easterly side of the lots. The site currently has an existing single family home where Lot 1 is proposed that would be kept with new single family homes built on Lots 2 -4. The applicant is proposing vehicular access to all properties from a private driveway connected to SE 16200 St. Current Use: The site currently has an existing single family home where Lot 1 would be located in the northern portion of the property. Zoning/Density Requirements: The subject property is zoned Residential-8 dwelling units per acre (R-8). The minimum density in the R-8 zone is 4 dwelling units per net acre and the maximum density is 8.0 du/ac. Density rounding allows a density of 8.49 du/ac to still meet the maximum density allowance. Private access easements, critical areas and public right-of-way dedications would be deducted from the total area to determine net density. The submitted site plans shows a private driveway connected h :\ced\plannlng\c"rrent planning\preapps\14--000142.kris\pre014-000142_cascade greens_l1427 se 162nd st_ 4-lot shpl_r-8.doc Cascade Greens Short hdt, PRt .... 4-000142 Page 2 of3 February 19, 2014 to SE 162nd Street that runs along the easterly property line to provide access to the proposed lots. No right-of-way dedication would be required along SE 162nd Street. According to the submitted number of 7.27 du/ac, the net density with the proposed private driveway for the R-8 zone would fall within the required density range. A Density Worksheet would be required at the time of formal short plat application. Development Standards: The project would be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. A copy of these standards are included. Minimum Lot Size. Width and Depth -The minimum lot size permitted in Zone R-8 is S,000 square feet for parcels being subdivided that are 43,560 square feet {1 acre) or less. Minimum lot width is 50 feet for interior lots; minimum lot depth is 6S feet. It appears that there is adequate room on the project site to comply with the lot size, width, and depth standards. Building Standards-The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. The maximum impervious coverage in the R-8 zone is 75%. Building height is restricted to 30 feet. Detached accessory structures must remain below a height of 15 feet and one-story. Accessory structures are also included in building lot coverage calculations. Compliance with building standards for the new single family home will be determined at the time of building permit review for any new structure. For the existing home staying, data and dimensions will be needed at time of short plat application. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks in Zone R-8 are; Front yard: 15 feet for the primary structure. Rear yard: 20 feet. Side yards: 5-feet, except 20-feet for side yards along a street or access easement. Setbacks would be verified at the time of building permit review. Residential Design and Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-1215 would be applicable to any new residential structures. A handout indicating the applicable guidelines and standards is enclosed. Access/Parking: The applicant has indicated that access would be taken for both all proposed lots via a shared driveway from SE 162°d Street. The proposed access would meet the allowance for a shared private driveway where access up to a maximum of four lots would be allowed. See Plan Review comments for more details and Fire comments for width and paving requirements. Two off street parking spaces are required for each proposed lot. Driveways cannot be greater than 15% slope. Landscaping: Except for critical areas, all portions of a development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant, vegetative cover. Development standards require that all h:\ced\planning\current planning\preapps\14-000142.kris\pre014-000142_cascade greens_11427 se 162nd st_ 4-lot shpl_r-8.doc • cascade Greens Short hat, PRc.4-000142 Page3 of3 February 19, 2014 • pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet. In addition, two trees are required in the front yard setback area of each lot when there are no street trees within the street right-of-way as referenced in the landscape regulations (RMC 4-4-070F). Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptual landscape plan would be required at the time of formal Short Plat application. Significant Tree Retention: Significant trees {greater than 6-inch caliper) are potentially proposed to be removed; therefore, a tree inventory and a tree retention plan along with a tree retention worksheet must be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, replacement may be allowed with minimum 2 inch caliper trees at a ratio of six to one. Critical Areas: There are no critical areas shown on the City's maps. If critical areas are on-site or become apparent, there may be need for additional studies. Environmental Review: This short plat is exempt from Environmental (SEPA) Review. Permit Requirements: The proposal would require approval of an administrative short plat. The administrative short plat request would be.reviewed within an estimated time frame of six to eight weeks. The fee for a short plat application is $1,442.00 ($1,400.00 plus 3% Technology Surcharge Fee). . Detailed information regarding the land use application submittal is provided in the attached handouts. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2014 are as follows (credit will be given for the existing home): • Transportation Impact Fee -$1,430.72 per new single-family house; • Park Impact Fee -$963.01 per new single-family house; and • Fire Impact Fee -$479.28 per new single-family house. A handout listing the impact fees is attached. A Renton School District Impact Fee, which is currently $5,455.00 per new home, would be payable prior to building permit issuance. Note: When the f()lllllll application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call Kris Sorensen, Associate Planner at 425-431)-6593 for an appointment. Expiration: Upon approval, the short plat is valid for two years with a possible one year extension. h:\ced\planning\current planning\preapps\14-000142.kris\pre014-000142_cascade greens_ll427 se 162nd st_ 4-lot shp/_r~.doc CASCADE: GREENS -short plat of four lots. 11427 SE 162"' St Renton, WA 98055 (PID 0088000260) ~-! ! ' Requesting Short Plat of four lots which are zoned Residential -8 dwelling units per net acre as are all neighboring properties. The property is 29,939 SF (0.69 acre) in size and is generally flat. We are proposing to subdivide the property into 4 lots. Proposed lot sizes would range from approximately 13,000 square feet to approximately 5,100 square feet with a private shared driveway along the Easterly side of the lots. The site currently has an existing single family home where Lot 1 is proposed that would be kept with new single family homes built on Lots 2-4. We are proposing vehicular access to Lots 2-4 from a private driveway connected to SE 162"" St. Lot 1 would have access directly to SE 162"" on the West side of the property since the current carport will become the access road. There are no special site features. Soil type is SAND w/gravel and silt with some bedrock which is capable of draining roof run off. The project will build sidewalk, curbs and gutters and complete the 12" culvert across property. Our estimated costs of construction of the sewer, water, power, gas lines to service each lot and the road and sidewalk development is approximately $130,000. Our estimated fair market value of property after completing the plat preparation is $470,000 which includes the price of the existing home. No fill is needed. There are 19 trees over 6" and we will be retaining 8 of them. I have not included a landscape plan as there is mature vegetation along 162"'. Please see included pictures. We do not anticipate doing the construction ourselves and ask that the full landscape plans be allowed as condition of approval for construction. Thank you for the great work you do ..... and the best attitude of any municipality. Kristen Harris I ' 'tSt-~ ... --,~ :--1 f·'J I ..II k4SP L04-Soo37 20010919sooooa 1;,.:,c ~ ~: ·c\,J-JE--,,. ,......-. ~I KCSP SQ\ $0070 fl 9210229C();): :t ''" ,: CJ "."/r. .::!,;;· •• ·,.;.. -s,-,J~F-i?t·/-\,:.,:· s .-1v-,;c23-05 /-2v-64 w m f '1 -~ f~ ~ ' ? i .. ~ ' ,., -. '1"),. ' .f _j" $CAL!, SITE PLAN 1" = 100' ::..,~., r-n --0 ,.... c<O ,-..) c-:i ..(.'='- ......... , /.,.• " ..... } "'"' '''i " ·" -.!. KCSP S92S0073-~ """""" 2 .;~ n:a . .! KC LOSS0015 2tlO'm04900002 r -., . c,,.,- ~ c; J; KCSP 684082 ;,, ;; -~! ~ &5032708500 .!.~ .-1· 'J 0 ',~. {:,.P.J ~~·\_ -~ f' ''.\.. ,;;,_ " 116TH AVE.S.E. ,I 0 ' ". ~, - [.,~.)) ,. --:fl---,, "0.V ;';~ s 0 114TH AVE S.E. SITE '!.:!.....:..i ·f'Q 1" ~ ~: -_, _,_,) ,-ld .... :,~' '.)) :~ ~ K~3~~17!:8J·· " ,>].'·'·' ~ ~ -·~.9-:t_; .,,_l·.:.' ,, c• ·~t-· 1'~ -~'I, :'~ ,, (Ge ,_ ,)' ~ -- " > ,.;.; 0 0 " ,l.!..,_!2 ' , "' ,_, ' %cf' -~,,, fu ~AVESE Ii),,. . ' w ~ ~ C ~ I ~,-I !., I I ' -]~--) ')·l~-,. -, -._, .,, I H'I -I I , ' i'° : ·b ~ :.le -)C-,;) ,. f' a I I ~ ' N g s:: -· ., ~ I .. ~r 1 , ~ ~ 1 ~~--": s -~ec I ·f ;>!'c s .-»-1-. ,_ '' s •. C "'0 ~~ C ,., C 'I o, C "'. I" I " :,.,., ,., I );), '"'I ~ j ' ~ t ,., e ~ ~ i I > ,, or: $ 0 ;~ 0 !'!o £ ~I ' .. r 1 £ . ,~,. ',' .:31...' -~-, ;/ 3:,, PRO.ECT NAM8 ZWICKER SHORT PLAT D DEVELOPMENT ENGINEERING, PLLC 821 ooa< S'IRE[J, SIJTE 207 PtKK: (253) 228-0513 WII.OE-CM..ctll MAil 10: PO kic 446 TMXIIA. WA 9&401 i'i C ; ~ N w " I -'i ,_.,. ri I ~ETCH NO: PROJECT NO: 14-036 1BY! ~ •DATE: 1 •11711• Sil[ PLAN: NEIGHBORHOOD DETAIL MAP 11427 SE 162nd STREET RENTON, WA PN:008800-0260 • DENSIT WORKSHE~ET City of Renton Planning Divisi n 1055 South Grady Way-Renton, W, 98057 Phone: 425-430-7200 Fax: 425-43 -7231 1 . Gross area of property: 1. ;2. ·I 'i 3/ 2. Deductions: Certain areas are excluded from de1 sity calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 tor net area: =,-,7 ) square feet 2 z. square feet 'd square feet 2. 53z_z_ 3. ;J..../-, i;; 17 ' ' ' square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: ~7 4. __ ,_'.J_, __ acres 5. Number of dwelling units or lots planned: 5. __ 4.,__ __ units/lots ' ' 6. Divide line 5 by line 4 for net density: / 6. Z 62-= dwelling units/acre ~ -fffv cw r3-1cad g,41 *Critical Areas are defined as "Areas determinec by the City to be not suitable for development and which are subject to the City'; Critical Areas Regulations including very high landslide areas, protected lopes, wetlands or floodways." Critical areas buffers are not deducted/exclude '. ** Alleys (public or private) do not have to be ex ,luded. H:\CEDIData\Forms•Templates\Self-Help Handouts\Planning\density.doc • I • 03/08 D DEVELOPMENT SNc;INSERINc;, PLLC P.O. Box446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com DRAINAGE TECHNICAL INFORMATION REPORT Zwicker Short Plat 11427 SE 162nd Street Renton, Washington PN: 008800-0260 For nmothy & Elizabeth Zwicker 11427 SE 162"' Street Renton, WA 98055 April 25, 2014 By Development Engineering; ·Pttc· P.O. Box446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com SEP l 9 2014 . : ,,_. :-..; >-i; /-J ! ·-::1-i:"_; ; ; \:':i_;.,:);·-J April 25, 2014 14-036 Harris.TIR Page2 TABLE OF CONTENTS Cover Table of Contents Drainage Report Project Overview Conditions and Requirements Summary Discharge at Natural Location Offsite Analysis Flow Control and Water Quality Conveyance System Financial Guarantee Special Reports and Studies other Permits CSWPPP Bond Quantities Operations and Maintenance Figure 1-Vicinity Map Figure 2 -Site Pian Appendix "A" Soil Analysis & Test Pits Appendix "B" WWHM Calculations Appendix "C" Operations Manual Appendix "D" Bond Quantities Worksheet Appendix "E" TIR Information Worksheet Page 1 2 3 3 3 3 4 4 4 4 4 4 5 5 6 7 8 12 24 30 39 April 25, 2014 14-036 Harris.TIR Page3 Section 1 -PROJECT OVERVIEW We are pleased to submit this drainage report for the subdivision of your lot into three additional properties to be located at 11427 SE 162"' Street in the City of Renton Washington. The site consists of a single parcel that is rectangular in shape being approximately 300 feet in length by 100 feet in width and encompasses 0.69acres. The site is an existing lot of record that is currently developed with a single family residence. Based on our conversations with yourself and our review of the provided site plan, it is our understanding that the proposed development will include the division of the property into three additional lots that will be 50 to 70 feet in width by 100 feet in length. Access to the lots will be via a private road that will include a hammer head turnaround. Impervious area for the future residences was assumed to be on the order of 2,200sqft while the driveway and road surfaces includes an additional 7,300sqft for a total added impervious area of 13,900sqft. The existing residence includes an additional l,980sqft of impervious area while the existing driveway to the residence will be largely replaced by the proposed private road. Overall the project includes a disturbed area of approximately 0.Sacres. To mitigate for the additional impervious areas we intend to use full infiltration in accordance with City requirements. The site soils are classified as "Alderwood" (Ag() by the USDA NRCS website, see Appendix B, Figure 3. The Alderwood soils are derived from glacial till and typically have very limited infiltration capabilities. On March 6, 2014 we visited the site and observed the excavation of two test pits and collected a soils sample for later analysis in our lab. The site soils generally consisted of a minimum of 36 inches of weathered sandy gravel with silt over a loose bedrock material. Our grainsize analysis showed that the site soils contained approximately 26 percent gravel 64 percent sand and 10 percent fines. Based on our review of our test pits, the upper weathered site soils in the area of development are consistent with the Alderwood type sols. Based on this and our lab testing, it is our opinion that infiltration is feasible at a low design rate and if the trench bottom is kept to within 24 inches of the existing ground surface. For a design infiltration rate, we recommend using 1 inch per hour including all safety factors. A copy of our test pit soils logs and grain size analysis is included for reference. This Technical Information Report, (TIR) in conjunction with the provided plans, is intended to address the minimum requirements of the King County Stormwater Management Manual (SWMM) as adopted by the City of Renton. Section 2 -Conditions and Requirements Summary As part of the Short Plat process, it is our understanding that a conceptual drainage and utility plan is required to be submitted to show the feasibility of the proposed development. It is also our understanding that the plans will be further refined and submitted for permit review and construction prior to the acceptance of the Final Plat. According to the FEMA Flood Map the site is located in Zone X (no flood hazard), the site is within the Duwamish/Green River drainage basin and there are no wetlands identified on the site. According to the SWMM the site is subject to "Full Drainage Review". The site will disturb more than 7,000sqft of area, will add more 10,000sqft of new impervious area. It is assumed that infiltration trenches for the roof drainage and previous concrete or asphalt road and driveway surfacing will provide the required mitigation necessary to comply with City requirements. April 25, 2014 14-036 Harris.TIR Page4 Section 3 -Offsite Analysis This section is not applicable as there is limited drainage entering the site from off-site areas. Section 4 -Flow Control and Water Quality Analysis and Design The project will ultimately exceed 10,000sqft of impervious area therefore flow control is required for the site. We are proposing to utilize infiltration systems to dispose of roof and other impervious surface runoff. Given the relatively shallow soils available for infiltration we have designed the trenches to be 18 inches below existing grade. Assuming 6 inches of cover over the trench that allows for 12 inches of gravel bed depth. We utilized the computer model WWH M2012 to size the trench based on O.OSacres of impervious area draining to the trench. The design infiltration rate through the bottom of the trench only was 1 inch/hour. This translated to a trench size of 10 feet by 37 feet or 370sqft the approximate trench location is shown on the attached plans. Driveway and road drainage was assumed to consist of a pervious surface utilizing infiltration beneath. The minimum road section for pervious concrete includes 4 to 6 inches of concrete over 12 inches of drainage material. This puts the bottom of the road drainage material at 18 inches below the surface meeting our previous recommendations. The road surface was also included in the WWHM model as a pervious surface draining to a 12" gravel bed showing 100 percent infiltration. The results of the WWHM analysis are included for reference. Section 5 -Conveyance System Analysis and Design The site conveyance system will be limited to the use of a tightline for the future roof drainage to the infiltration trench no other conveyance system is necessary since the remaining surfaces will consist of pervious concrete. Roof drainage will be conveyed through the use of typical gutters and downspouts which will be collected by a perimeter pipe consisting of a either a 4-inch PVC pipe at a minimum slope of 0.02ft/ft or a 6-inch PVC pipe at a minimum slope of 0.01 ft/ft. A 4-inch PVC pipe at a slope of 0.02 ft/ft has a capacity of 0.32cfs. The total impervious roof area to be conveyed by a 4 inch line is 2,200sqft (0.0Sacres) using the rational method as found in the KCSWOM the 100 year peak flow is 0.9x0.05x3.9x0.95=0.17cfs (C, A, Pr, and Ir respectively) therefore the pipe is adequately sized to meet or exceed the expected peak flows from the proposed impervious area. Section 6 -Special ReportS and Studies . It is assumed that the information contained within this report will be sufficient to address infiltration feasibility for this project. No other reports are required for this project. Section 7 -Other Permits • The final Plat will be required. • A site development permit to construct the road surfaces and utilities will be required. • A Building Permit will be required for the future residences. Section 8 -CSWPPP Analysis and Design Typical erosion control measures have not been shown on the attached plans site the current scope of work is conceptual in nature. Once a permit is applied for to construct the road additional information will be shown on the construction documents. However, the following BMP's are anticipated to be sufficient for the proposed future development. that a silt fence will provide sufficient protection to prevent erosion from leaving the site. Surface areas that are cleared are expected to be seeded or landscaped shortly after they have been cleared further April 25, 2014 14--036 Harris.TIR Pages minimizing the chance for erosion. In our opinion the plans as prepared are adequate for a project of this nature. Section 9 -Bond Quantities, Facility Summaries, and Declaration of Covenant This section is not applicable for "Small Site Drainage Review" Section 10 • Operations and Maintenance Manual This section is not applicable for "Small Site Drainage Review" We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. WGC:wgc Dod0: 14-056 SBI lake Young.TIR Attachments: Figure 1-Site Vicinity Map Figure 2 -Site Plan Appendix NA" Soll Grain Size Analysis & Test Pit logs Appendix NB" WWHM Calculations Appendix NC" Operation and Maintenance Manual Appendix ND" Bond Quantities Worksheet Appendix .. E" TIR Worksheets • !;[ UIT•ICT . ~ .. ' "2·,_~ g • """ "',, "'~ '\> < ,, ~ • 'l,~ ",. \.:, 1' ' '" j ,.,,, 1'~ ¥~·· ,, ,} ~ ,, ,,. o.f,. ' ~-• 'I' " I .. ... C -l,,-..,.., -t ;l " "' ' / 'l, . • .~ 5 'I' ! \ Jf I .,, SE 15l'Tt1ST "~ i ., "'• 0 ..,, • ~ ~ • g • .,."' ,, ili:llST Cl I i -"' ... , \ i ~ ... ; .-... • """"' ' ,r"' t • :,t2151 l'l i i 1 • c' • .. ,,., .. ~ SE1811TtlST • . .-1' 1 """""' j st MOT .. Pl '"'''"" <fl CJ . " ... • /; Renton ·-"'.(9 t r I • ~ t § ! ! i , ( \ ,._., !: 9,!11,\t,1 ~ = i "-"' r ~ • \ ''"'"' • 15,tf\ ... 5'1 ! 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Box 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com Job No: 14-036 Site Vicinity Map Zwicker Short Plat 11427 SE 162"d Street Renton, Washington I Ap,n2014 I o+ .. ~--- -·UI ··"~0-ROAVf0+89.00' I """"( \ I ) 11 \ i\ \ \ SCM£ SITE PLAN 1" -30' I I I I I : I I I I I S!iMIU-11 ,,,,-1 i 11 I AN-l60.0CI I I _ IEIS"E-U&oot-" I 11 I ---_ ...... ..,"' 11 I Nllr._32'..5.l'.E -~ I I i fi ---r30.lll / I I I '~t+-',\ +-11 I ~ / I 1 1 " -iimil--~, r-;;;i;/ ",, / I I I \I l~ir=:J I '\ ~ "'-----_/ ,L \ : I l I J., I ly _ _,,_~~--; I ', , s"'": I t i " : ,/ / ~ §I~ \ : : 1 1 ~ I ill / \ ll!I 1,,, ~ 1 1 ·"' =~! 11 I I I (Ji I -~M~U \ --,j I ~ ""-'" I 1 / ", '0 ~~a.,.: , L ; I :\ I ~t\: ~=~~~=:§::~:::'I=;j~J I --,-rt~----~--f ": W: PVC SDR35 ) 20W-0-1.11~ ~ ~"'.,. \ START 1tJ148 92 EN~ IE=148.66 .... (,..II I. n\ I I \ \ I \ \ \ \ \ \ \ """" """ .'<EIIT AS IISlJRD I IU.109IG CIINE II """"-I ) -/-I I ~ I 1 1 I I I l*' I I SKETQ,I NO: PRo.ECT NAME: ZWICKER SHORT PL.AT D DEVELOPMENT ENGINEERING, PLLC 821 DOa< SRET, ~ 207 Pff<K: {25J) ~:, IWD[-<J\LC<Jj 1rU1. 10: PO Box 446 TNXIIA. WA 9940! Fig. 2 PRO.ECT NO: 14-036 BY: wee DAlE: 1/9/12 Sil[ PLAN: SITE PLAN 11427 SE 162nd STREET RENTON, WA PN:008800-0260 April 25, 2014 14-036 Harris.TIR Page8 Appendix "A" Soil Analysis & Test Pits <. soi Map-!( no Coorn1 Area was~ noion J.\aroSa,l,e,: 1:1.910,~0'lAlancaapa.(1:. 11 8."S°) ..... 50 100 150 0 50 100 2C() lOO M;ao P'~: 'heD Mtiacc.-Co~~ VJGIS04 £d9t oa. lJ'M ia.,.1CN VJCfiOS t su, Natura l Resources .-Co nservauon Service weo so,1 Survey Natoonal Coope<atrve So Su<ve; N Not to Scale D Approximate Site Location 0 DSVSLO'PM.SNT SNyl NSSRI Ny, 'P LLC P.O . Bo x 446 Tacoma, WA 98401 Ph (253) 228-0513 www.de-civil.com USDA Web Soil Survey Zwicker Short Plat 11427 SE 162"d Street Renton, Washington Job No: 14-036 Apr il 2014 4/27120 14 0 aoe I cl 3 Figure 3 Test Pit TP-1 Location: (See Figure 2) Depth (ft.) 0 -1 Soil Type Description Topsoil/ sod 1 -4.0 4.0-7.0 SM Brown silty SAND/silt with gravel (loose, moist) N/A Tan Sandstone bedrock dense easily excavated Terminated at 7.0 feet below ground surface. Slight caving observed. slight groundwater seepage encountered at bedrock contact. Test Pit TP-2 Location: (See Figure 2) Depth (ft.) Soil Type Description 0 -1 1 -3.0 3.0-6.0 Topsoil/ sod SM Brown silty SAND/silt with gravel (loose, moist) N/A Tan Sandstone bedrock dense easily excavated Terminated at 6 feet below ground surface. Slight caving observed in upper soils. No groundwater encountered. Logged by WGC, 3/6/14 D DeVeLOPMeNT eNCilNeeRJNCi, PLLC P.O. Box 446 Tacoma, WA 98401 Ph {253) 228-0513 www.de-civil.com Job No: 14-036 Test Pit Log Zwicker Short Plat 11427 SE 162"d Street Renton, Washington I April 201, I Figure 4 100 80 40 20 D 100.000 %<JU 0.00 SeiveSize 3/4 1/2 3/8 1/4 .. .. #10 #20 #40 #60 #100 #120 #200 D %Gravel Coarse Fine 0.00 25.88 Percent Spec. Finer Percent 88.8 81.4 78.9 74.1 74.1 55.9 52.2 42.9 33.1 25.3 18.4 14.7 10.6 Particle Size Distribution Report Zwicker Short Plat 10.000 1.000 Coarse 21.95 Pass Grain Size -mm %Sand %Fines Medium Fine Silt Clay 19.05 22.57 10.6 Atterberg limits PL= NP LL= NA Coefficients D90 = 18.800 D85= 12.971 D&1= 1.014 D30= 0.278 D10= 0.000 Cua: #DIV/0! Classification USCS= SM AASHTO= %Sand %Silt USDA 79.7619 20.24 Pl= NA 060= 2.523 0 15 = 0.126 Cc= #DIV/0! :DEVELOPME"''T ENC11NEEJ:;cJ~'Cj, PLLC PO Box 446, Tacoma, WA 98401 Ph (253) 228--0513 www.de-civil.com ....._Zwicker Short .. 0.100 0.010 Material Description Native tan fine SILT w/sand Samole Location 11427 SE 162nd StreetTP#2 24" bgs Soil Log TP #2 O" Top Soil 0'-3' brown SAND w/gr-avel and silt (med den 3'-7' brown Rock {Friable Bedrock) Sampled By: Glen Coad March 6, 2014 est pit terminated at 7' no evidence of high groundwater April 25, 2014 14-036 Harris.TIR Page12 Appendix "8" WWHM Calculations • • WWHM2012 PROJECT REPORT General Model Information Project Name: harris Site Name: Zwicker SP Site Address: 11427 SE 162nd Street City: Renton, WA Report Date: 4/27/2014 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.00 Version: 2014/01/28 POC Thresholds Low Flow Threshold for POC1: High Flow Threshold for POC1: harris 50 Percent of the 2 Year 50 Year 4/27/2014 10:18:45AM Page 2 Landuse Basin Data Predeveloped Land Use Typical House Bypass: No Groundwater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres ROOF TOPS FLAT 0.05 Impervious Total 0.05 Basin Total 0.05 Element Flows To: Surface lnterflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 harris 4/27/2014 10:18:45 AM Page 3 Pervious Pavement Bypass: No Groundwater: No Pervious Land Use Acres Pervious Total 0 Impervious Land Use Acres Porous Pavement 0.17 Impervious Total 0.17 Basin Total 0.17 Element Flows To: Surface lnterflow Groundwater Gravel Bed for Pervio~i(lwet8de for Pervious Concrete harris 4/27/201410:18:45AM Page4 Routing Elements Predeveloped Routing Gravel Trench Bed 1 Bottom Length: Bottom Width: Trench bottom slope 1: Trench Left side slope O: Trench right side slope 2: Material thickness of first layer: Pour Space of material for first layer: Material thickness of second layer: Pour Space of material for second layer: Material thickness of third layer: Pour Space of material for third layer: Infiltration On Infiltration rate: Infiltration safety factor: Total Volume Infiltrated (ac-ft): Total Volume Through Riser (ac-ft): Total Volume Through Facility (ac-ft): Percent Infiltrated: Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 47.00 ft. 10.00 ft. 0.0005 To 1 0 To 1 0 To 1 0 0 0 0 0 0 1 1 7.81 0 7.81 100 Gravel Trench Bed Hydraulic Table Stage(ft) 0.0000 0.0111 0.0222 0.0333 0.0444 0.0556 0.0667 0.0778 0.0889 0.1000 0.1111 0.1222 0.1333 0.1444 0.1556 0.1667 0.1778 0.1889 0.2000 0.2111 0.2222 0.2333 0.2444 0.2556 harris Area(ac) 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 Volume(ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Discharge(cfs) lnfilt(cfs) 0.000 0.000 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0.000 0.010 0 000 0.010 0.000 0.010 4/27/2014 10:18:45 AM Page 6 0.2667 0.010 0.002 0000 0.010 0.2778 0.010 0.003 0.000 0.010 0.2889 0.010 0.003 0.000 0.010 0.3000 0.010 0.003 0.000 0.010 0.3111 0.010 0.003 0000 0.010 0.3222 0.010 0.003 0000 0.010 0.3333 0.010 0.003 0.000 0.010 0.3444 0.010 0.003 0.000 0.010 0.3556 0.010 0.003 0.000 0.010 0.3667 0.010 0.004 0.000 0.010 0.3778 0.010 0.004 0.000 0.010 0.3889 0.010 0.004 0.000 0.010 0.4000 0.010 0.004 0.000 0.010 0.4111 0.010 0.004 0.000 0.010 0.4222 0.010 0.004 0.000 0.010 0.4333 0.010 0.004 0.000 0.010 0.4444 0.010 0.004 0.000 0.010 0.4556 0.010 0.004 0.000 0.010 0.4667 0.010 0.005 0.000 0.010 0.4778 0.010 0.005 0.000 0.010 0.4889 0.010 0.005 0.000 0.010 0.5000 0.010 0.005 0.000 0.010 0.5111 0.010 0.005 0.000 0.010 0.5222 0.010 0.005 0.000 0.010 0.5333 0.010 0.005 0.000 0.010 0.5444 0.010 0.005 0.000 0.010 0.5556 0.010 0.006 0.000 0.010 0.5667 0.010 0.006 0.000 0.010 0.5778 0.010 0.006 0.000 0.010 0.5889 0.010 0.006 0.000 0.010 0.6000 0.010 0.006 0.000 0.010 0.6111 0.010 0.006 0.000 0.010 0.6222 0.010 0.006 0.000 0.010 0.6333 0.010 0.006 0.000 0.010 0.6444 0.010 0.007 0.000 0.010 0.6556 0.010 0.007 0.000 0.010 0.6667 0.010 0.007 0.000 0.010 0.6778 0.010 0.007 0.000 0.010 0.6889 0.010 0.007 0.000 0.010 0.7000 0.010 0.007 0.000 0.010 0.7111 0.010 0.007 0.000 0.010 0.7222 0.010 0.007 0.000 0.010 0.7333 0.010 0.007 0.000 0.010 0.7444 0.010 0.008 0.000 0.010 0.7556 0.010 0.008 0.000 0.010 0.7667 0.010 0.008 0.000 0.010 0.7778 0.010 0.008 0.000 0.010 0.7889 0.010 0.008 0.000 0.010 0.8000 0.010 0.008 0.000 0.010 0.8111 0.010 0.008 0.000 0.010 0.8222 0.010 0.008 0.000 0.010 0.8333 0.010 0.009 0.000 0.010 0.8444 0.010 0.009 0.000 0.010 0.8556 0.010 0.009 0.000 0.010 0.8667 0.010 0.009 0.000 0.010 0.8778 0.010 0.009 0.000 0.010 0.8889 0.010 0.009 0.000 0.010 0.9000 0.010 0.009 0.000 0.010 harris 4127/2014 10:18:46 AM Page7 0.9111 0.010 0.009 0.000 0.010 0.9222 0.010 0.010 0000 0.010 0.9333 0.010 0.010 0.000 0.010 0.9444 0.010 0.010 0.000 0.010 0.9556 0.010 0.010 0.000 0.010 0.9667 0.010 0.010 0.000 0.010 0.9778 0.010 0.010 0.000 0.010 0.9889 0.010 0.010 0.000 0.010 1.0000 0.010 0.010 0.000 0.010 harris 4/27/2014 10:18:46 AM Pages Gravel Bed for Pervious Concrete Bottom Length: Bottom Width: Trench bottom slope 1: Trench Left side slope 0: Trench right side slope 2: Material thickness of first layer: Pour Space of material for first layer: Material thickness of second layer: Pour Space of material for second layer: Material thickness of third layer: Pour Space of material for third layer: Infiltration On Infiltration rate: Infiltration safety factor: Total Volume Infiltrated (ac-ft): Total Volume Through Riser (ac-ft): Total Volume Through Facility (ac-ft): Percent Infiltrated: Discharge Structure Riser Height: 1 ft. Riser Diameter: 12 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) 0.0000 0.167 0.000 0.0111 0.167 0.000 0.0222 0.167 0.001 0.0333 0.167 0.001 0.0444 0.167 0.002 0.0556 0.167 0.002 0.0667 0.167 0.003 0.0778 0.167 0.003 0.0889 0.167 0.004 0.1000 0.167 0.005 0.1111 0.167 0.005 0.1222 0.167 0.006 0.1333 0.167 0.006 0.1444 0.167 0.007 0.1556 0.167 0.007 0.1667 0.167 0.008 0.1778 0.167 0.008 0.1889 0.167 0.009 0.2000 0.167 0.010 0.2111 0.167 0.010 0.2222 0.167 0.011 0.2333 0.167 0.011 0.2444 0.167 0.012 0.2556 0.167 0.012 0.2667 0.167 0.013 0.2778 0.167 0.014 0.2889 0.167 0.014 0.3000 0.167 0.015 365.00 ft. 20.00 ft. 0.005 To 1 0 To 1 0 To 1 1 0.3 0 0 0 0 1 1 26.556 0 26.556 100 • Oischarge(cfs) lnfilt(cfs) 0.000 0.000 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 0.000 0.169 harris 4127/2014 10:18:46 AM Page 9 0.3111 0.167 0.015 0.000 0.169 0.3222 0.167 0.016 0.000 0.169 0.3333 0.167 0.016 0.000 0.169 0.3444 0.167 0.017 0.000 0.169 0.3556 0.167 0.017 0.000 0.169 0.3667 0.167 0.018 0.000 0.169 0.3778 0.167 0.019 0.000 0.169 0.3889 0.167 0.019 0.000 0.169 0.4000 0.167 0.020 0.000 0.169 0.4111 0.167 0.020 0.000 0.169 0.4222 0.167 0.021 0.000 0.169 0.4333 0.167 0.021 0.000 0.169 0.4444 0.167 0.022 0.000 0.169 0.4556 0.167 0.022 0.000 0.169 0.4667 0.167 0.023 0.000 0.169 0.4778 0.167 0.024 0.000 0.169 0.4889 0.167 0.024 0.000 0.169 0.5000 0.167 0.025 0.000 0.169 0.5111 0.167 0.025 0.000 0.169 0.5222 0.167 0.026 0000 0.169 0.5333 0.167 0.026 0.000 0.169 0.5444 0.167 0.027 0.000 0.169 0.5556 0.167 0.027 0.000 0.169 0.5667 0.167 0.028 0.000 0.169 0.5778 0.167 0.029 0.000 0.169 0.5889 0.167 0.029 0.000 0.169 0.6000 0.167 0.030 0.000 0.169 0.6111 0.167 0.030 0.000 0.169 0.6222 0.167 0.031 0.000 0.169 0.6333 0.167 0.031 0.000 0.169 0.6444 0.167 0.032 0.000 0.169 0.6556 0.167 0.033 0.000 0.169 0.6667 0.167 0.033 0.000 0.169 0.6778 0.167 0.034 0.000 0.169 0.6889 0.167 0.034 0.000 0.169 0.7000 0.167 0.035 0.000 0.169 0.7111 0.167 0.035 0.000 0.169 0.7222 0.167 0.036 0.000 0.169 0.7333 0.167 0.036 0.000 0.169 0.7444 0.167 0.037 0.000 0.169 0.7556 0.167 0.038 0.000 0.169 0.7667 0.167 0.038 0.000 0.169 0.7778 0.167 0.039 0.000 0.169 0.7889 0.167 0.039 0.000 0.169 0.8000 0.167 0.040 0.000 0.169 0.8111 0.167 0.040 0.000 0.169 0.8222 0.167 0.041 0.000 0.169 0.8333 0.167 0.041 0.000 0.169 0.8444 0.167 0.042 0.000 0.169 0.8556 0.167 0.043 0.000 0.169 0.8667 0.167 0.043 0.000 0.169 0.8778 0.167 0.044 0.000 0.169 0.8889 0.167 0.044 0.000 0.169 0.9000 0.167 0.045 0.000 0.169 0.9111 0.167 0.045 0.000 0.169 0.9222 0.167 0.046 0.000 0.169 0.9333 0.167 0.046 0.000 0.169 0.9444 0.167 0.047 0.000 0.169 harris 4/27/2014 10:18:46 AM Page 1 o 0.9556 0.9667 0.9778 0.9889 1.0000 harris 0.167 0.167 0.167 0.167 0.167 0.048 0.048 0.049 0.049 0.050 0.000 0.000 0.000 0.000 0.000 412712014 10:18:46 AM 0.169 0.169 0.169 0.169 0.169 Page 11 April 25, 2014 14-036 Harris.TIR Page24 Appendix "C" Operations & Maintenance KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES This appendix contains the maintenance requirements for the following typical stormwater control facilities and components: No. 1 -Detention Ponds (p. A-2) No. 2 -Infiltration Facilities (p. A-3) No. 3 -Detention Tanks and Vaults (p. A-5) No. 4 -Control Structure/Flow Restrictor (p. A-7) No. 5 -Catch Basins and Manholes (p. A-9) No. 6 -Conveyance Pipes and Ditches (p. A-11) No. 7-Debris Barriers (e.g., Trash Racks) (p. A-12) No. 8 -Energy Dissipaters (p. A-13) No. 9-Fencing (p. A-14) No. 10 -Gates/Bollards/ Access Barriers (p. A-15) No. 11 -Grounds (Landscaping) (p. A-16) No. 12 -Access Roads (p. A-17) No. 13 -Basic Biofiltration Swale (grass) (p. A-18) No. 14-Wet Biofiltration Swale (p. A-19) No. 15 -Filter Strip (p. A-20) No. 16-Wetpond (p. A-21) No. 17 -Wetvault (p. A-23) No. 18-Stormwater Wetland (p. A-24) No. 19 -Sand Filter Pond (p. A-26) No. 20-Sand Filter Vault (p. A-28) No. 21 -Stormfilter (Cartridge Type) (p. A-30) No. 22 -Baffle Oil/Water Separator (p. A-32) No. 23 -Coalescing Plate Oil/Water Separator (p. A-33) No. 24-Catch Basin Insert (p. A-35) 2009 Surface Water Design Manual -Appendix A A-1 1/9/2009 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 2 -INFILTRATION FACILITIES Maintenance Defect or Problem Conditions When Maintenance Is Needed Results Expected When Component Maintenance Is Performed Site Trash and debris Ally trash and debris which exceed 1 cubic foot Trash and debris cleared from site. per 1,000 square feet (lhis is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normaly be. Contaminants and Any evidence of cootaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Grasstgroundcover Grass or groundcover exceeds 18 inches in Grass or groundcover mowed to a height. height no greater than 6 inches. Infiltration Pond, Top Rodent holes Any evidence of rodent holes if facitity is acting Rodents removed or destroyed and or Side Slopes of as a dam or berm, or any evidence of water dam or berm repaired. Dam. Berm or piping through dam or berm via rodent holes. Embankment Tree growth Tree growth threatens integrity of darns, berms or Trees do not hinder facility slopes, does not allow maintenance access, or performance or maintenance interferes with maintenance activity. If trees are activities. not a threat to dam, berm, or embankment integrity or not interfering with access or maintenance, they do not need to be removed. Erosion Eroded damage over 2 inches deep where cause Slopes stabilized using appropriate of damage is still present or where there is erosion control measures. If erosion potential for continued erosion. Any erosion is occurring on compacted slope, a observed on a compacted slope. licensed civil engineer should be consulted to resolve source of erosion. Settlement Any part of a dam, benn or embankment that has Top or side slope restored to design settled 4 inches lower than the design elevation. dimensions. If settlement is significant. a licensed civil engineer should be consulted to determine the cause of the settlement. Infiltration Pond, Sediment If two inches or more sediment is present or a Facility infiltrates as designed. Tank, Vault, Trench, accumulation percolation test indicates facility is working at or or Small Basin less than 90% of design. Storage Area Infiltration Tank Plugged air vent Any blockage of the vent Tank or vault freely vents. Structure Tank bent out of Any part of tank/pipe is bent out of shape more Tank repaired or replaced to design. shape than 10% of its design shape. Gaps between A gap wider than %-inch at the joint of any tank No water or soil entering tank sections. damaged sections or any evidence of soil particles entering through joints or walls. joints or cracks or the tank at a joint or throogh a wall. tears in waH Infiltration Vault Damage to wall, Cracks wider than %-inch, any evidence of soil Vault is sealed and structurally Structure frame, bottom, and/or entering the structure through cracks or quarrfied sound. top slab inspection personnel determines that the vault is not structurally sound. 2000 Surface Water Design Manual -Appendix A 1/9/2009 A-3 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 2 -INFILTRATION FACILITIES Maintenance Defect or Problem Conditions When Maintenance Is Needed Results Expected When Component Maintenance Is Perfonned Inlet/Outlet Pipes Sediment Sediment filling 20% or more of the pipe. Intel/outlet pipes clear of sediment accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-fk>atables). Damaged Cracks wider than ~inch at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Manhole access covered. Any open manhole requires immediate maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. not working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove Coverllid can be removed and remove cover/lid after applying 80 lbs of lift. reinstalled by one maintenance pe,son. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access Damaged or difficult Large access doors or plates cannot be Replace or repair access door so it door,/plate to open opened/removed using nom,al equipment. can opened as designed. Gaps, doesn't cover Large access doors not flat and/or access Doors close flat and covers access completely opening not completely covered. opening completely. Lifting Rings missing, Lifting rings not capable of lifting weight of door Lifting rings sufficient to lift or rusted or plate. remove door or plate. Infiltration Pond, Plugged Filter bag more than 1'2 full. Replace filter bag or redesign Tank, Vault. Trench, system. or Small Basin Fitter Bags lnfittratkm Pond, Sediment 6" or more of sediment has accumulated. Pre-settling OCOJrs as designed Tank, Vault, Trench, accumulation or Small Basin Pre- settling Ponds and Vaults Infiltration Pond, Plugged High water level on upstream side of filter Rod<. filter replaced evaluate need Rock Fitter remains for extended period of time or little or no for filter and remove if not water flows through filter during heavy rain necessary. storms. Infiltration Pond Rock missing Only one layer of rock exists above native soil in Spillway restored to design Emergency Overflow area five square feet or larger, or any exposure of standards. Spillway native soil at the top of oot flow path of spillway. Rip-rap on inside slopes need not be replaced. Tree growth Tree growth impedes. flow or threatens. stability of Trees removed. spillway. 1/9/2009 2009 Surfuce Water Design Manual -Appendix A A-4 PIERCE COUNTY STORMWATER MANAGEMENT and SITE DEVELOPMENT MANUAL ATIACHMENT A (CONTINUED) #33 -Pervious Pavement Da1e Drainage System Maintenance Activities and Conditions Frequency Feature " " " " Problem Conditions to Check For That Should Exist B Surface Pervious asphalt None. Maintenance to prevent clogging with Use conventional street sweepers equipped or cement fine sediment. with vacuums, water, and brushes or concrete pressure washer to restore pemieability. Vacuum or pressure wash the pavement two to three times annually. Ongoing Surface Pervious asphalt None. Maintenance to prevent clogging with Prohibit use of sand and sealant application or cement fine sediment. and protect from construclion runoff. concrete A Surface Pervious asphalt Major cracks or trip hazards. Fill with patching mixes. Large cracks and or cement settlement may require cutting and replacing concrete the pavement section. As needed Surface Pervious asphalt Utility cuts. Any damage or change due to utility cuts or cement must be replaced in kind. concrete B Surface Fallen leaves I Fallen leaves or debris. Remove/dispose. debris B Surface Interlocking Interlocking paving block missing or damaged. Replace damaged paver block. concrete paver blocks A Surface Interlocking Settlement of surface. May require resetting concrete paver blocks B Surface Interlocking Sediment or debris accumulation between Remove/dispose concrete paver paver blocks. blocks A Surface Interlocking Loss of void material between paver blocks. Refill per manufacturer's recommendations. concrete paver blocks Varies Surface Interlocking Varied conditions. Perfomi O&M per manufacturer's concrete paver recommendations. blocks B-86 Volume I -Minimum Technical Requirements August 2008 PIERCE COUNTY STORMWATER MANAGEMENT and SITE DEVELOPMENT MANUAL Date Drainage System Frequency Feature ~ "' "' "' Problem Conditions to Check For B Surface Open.celled Sediment or debris accumulation in grid voids. paving grid with gravel A Surface Open.celled Loss of soil and/or grass material in grid. paving grid with gravel Varies Surface Open.celled Varied conditions. paving grid with gravel B Surface Open.celled Sediment or debris accumulation in grid voids. paving grid with grass A Surface Open.celled Loss of soil and/or grass material in grid. paving grid with grass Varies Surface Open.celled Varied conditions. paving grid with grass Ongoing Spill Spill prevention Storage or use of potential contaminants in the Prevention vicinity of facility. and Response As needed Spill Spill response Release of pollutants. Call to report any spill to Prevention the Washington Dept of Emergency and Response Management 1-800-258-5990 If you are unsure whether a problem exists, please contact a professional engineer. Comments: Key: (M) Monthly from November through April. (A) Annually, once in late summer (preferable September) (S) After any major storm (use 1-inch in 24 hours as a guideline). (B) Biannually (spring and fall) (Q) Quarterly August 2008 Volume I -Minimum Technical Requirements Maintenance Activities and Conditions That Should Exist Remove/dispose Refill and/or replant per manufacturers recommendations. Perfom, O&M per manufacturers recommendations. Remove/dispose Refill and/or replant per manufacturers recommendations. Perfom, O&M per manufacturers recommendations. Exercise spill prevention measures whenever handling or storing potential contaminants Cleanup spills as soon as possible to prevent contamination of stormwater. B-87 April 25, 2014 14-036 Harris.TIR Page30 Appendix "D" Bond Quantities Worksheet Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 t\1 King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206•296•6600 TIY 206-296-7217 Project Name: Zwicker Short Plat Location: 11427 SE 162nd Street Clearing greater than or equal to 5,000 board feet of timber? ~~~~~~yes If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 2009KCbondQuantityWorksheet x no For alternate formats, call 206-296-6600. Date: 27-Aer-14 Project No.: Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 02/12/02 Version: 11/26/2008 Report Date: 4/27/2014 Site Improvement Bond Quantity Worksheet Web date: 1210212008 Reference# EROSION/SEDIMENT CONTROL Number Backfill & compaction-<!mbankment ESC-1 Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 Crushed surfacina 1 1/4" minus ESC-3 WSDOT 9-03.913) Ditchina ESC-4 Excavation-bulk ESC-5 Fence, silt ESC-6 SWDM 5.4.3.1 Fence, Temporary (NGPEl ESC-7 Hvdroseedina ESC-8 SWDM 5.4.2.4 Jute Mesh ESC-9 SWDM 5.4.2.2 Mulch, bv hand, straw, 3" deeo ESC-10 SWDM 5.4.2.1 Mulch, bv machine, straw, 2" deeo ESC-11 SWDM 5.4.2.1 Piping, temporary, CPP, 6" ESC-12 Pipina, temporary, CPP, 8" ESC-13 Pipina, temporarv, CPP, 12" ESC-14 Plastic coverina, 6mm thick, sandbanned ESC-15 SWDM 5.4.2.3 Rio Rao, machine olaced; slooes ESC-16 WSDOT 9-13.112\ Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 Sediment oond riser ass em blv ESC-19 SWDM 5.4.5.2 Sediment trap, 5' hiah berm ESC-20 SWDM 5.4.5.1 Sed. trap, 5' high, riDrapped spillway berm section ESC-21 SWDM 5.4.5.1 Seedina, bv hand ESC-22 SWDM 5.4.2.4 Soddina, 1" deeo, level around ESC-23 SWDM 5.4.2.5 Sodding, 1" deep, slooed around ESC-24 SWDM 5.4.2.5 TESC Supervisor ESC-25 Water truck, dust control ESC-26 SWDM 5.4.7 WRITE-IN-ITEMS -ts"e n,.,, .. '" Page 2 of 9 2009KCbondQuantityWorksheet Unit Price Unit Quanll'" $ 5.62 CY $ 67.51 Each $ 85.45 CY $ 8.08 CY $ 1.50 CY 50 $ 1.38 LF 300 $ 1.38 LF $ 0.59 SY $ 1.45 SY $ 2.01 SY 1000 $ 0.53 SY $ 10.70 LF $ 16.10 LF $ 20.70 LF $ 2.30 SY $ 39.08 CY $ 1,464.34 Each 1 $ 2,928.68 Each $ 1,949.38 Each $ 17.91 LF $ 68.54 LF $ 0.51 SY $ 6.03 SY $ 7.45 SY $ 74.75 HR 80 $ 97.75 HR Each ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: #of A ft• llcatlons Cost 1 75 1 414 1 2010 1 1464 1 5980 $ 9,943.34 $ 2,983.00 $ 12,926.34 A Unit prices updated: 02/12/02 Version: 11/2612008 Report Date: 4/27/2014 Nn. Backfill & Comn..,..tion-embankment GI -1 Backfill & Comoaction-trench GI ·2 Clear/Remove Brush, by hand GI ·3 Clearin ... ~rubbinarrree Removal GI .4 Excavation -bulk GI -5 Excavation -Trench GI ·6 Fendno, cedar, 6' hioh GI· 7 Fencino, chain link, vinvl coated, 6' hiah GI ·8 Fencina. chain link, aate, vinvl coated, 2 GI .9 Fencing, split rail 3' hil'.lh GI -10 Fill & comoact -common barrow GI· 11 FIii & comoact -aravel base Gl-12 Fill & compact -screened topsoil GI -13 Gabion, 12" d-n, stone filled mesh Gl-14 Gabion. 18" deeo, stone filled mesh Gl-15 Gabion, 36" dFlf'm, stone filled mesh Gl-16 Gradin~, fine, by hand Gl-17 Gradlna, fine, with orader Gl-18 Monuments, 3' Iona GI· 19 Sensitive Areas Slan GI -20 Soddina, 1" deeo, slooed around GI -21 Survevina, line & orade GI ·22 Survevina, lot location/lines GI -23 Traffic control crew ( 2 flaaaers ) GI· 24 Trail, 4" chinned wood GI· 25 Trail, 4" crushed cinder GI· 26 Trail, 4" top course GI· 27 Wall, retainina, concrete GI -28 Wall, rockery GI ·29 Page 3 of 9 '*KCC 27A authorizes only one bond reduction. 2009KCbondQuantityWorksheet Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Unit Price Unit Quant. $ 5.62 CY $ 8.53 CY $ 0.36 SY $ 8,876.16 Acre $ 1.50 CY $ 4.06 CY $ 18.55 LF $ 13.44 LF $ 1,271.81 Each $ 12.12 LF $ 22.57 CY $ 25.48 CY $ 37.85 CY $ 54.31 SY $ 74.85 SY $ 132.48 SY $ 2.02 SY $ 0.95 SY $ 135.13 Each $ 2.88 Each $ 7.46 SY $ 788.26 D= $ 1 556.64 Acre $ 85.18 HR $ 7.59 SY $ 8.33 SY $ 8.19 SY $ 44.16 SF $ 9.49 SF SUBTDTAL Existing Future Public Rlght-<>1-Way Road Improvements & Dralnaae Facllltlea Cosl Quant. Cost Private Quantity Completed knprovements (Bond Reduction)' Quant. 500 3 Quant. Cost Comnlete Cost 750.00 2,364.78 3,114.78 Unrt prices updated: 02112102 Version: 11126108 Report Date: 412712014 Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 I Unit Price NT No. AC GrindinCJ, 4' wide machine< 1000sv RI-t AC Grindino, 4' wide machine 1000-200 RI -2 AC Grindlna, 4' wide machine> 2000sv RI -3 AC Removal/Disposal/R""'"'air RI -4 Barricade, tune I Rl-5 Barricade, tvne Ill ( Permanent ) Rl-6 Curb & Gutter, rolled RI-7 Curb & Gutter, vertical Rl-8 Curb ami Gutter, demolition and disoosa RI-9 Curb, extruded asohalt RI -10 Curb, extruded concrete RI -11 Sawcut, asohalt, 3" deoth RI -12 Sawcut, concrete, oer 1" decth RI -13 Sealant, asphalt Rl-14 Shoulder, AC, ( see AC road unit orice Rl-15 Shoulder, aravel, 4" thick RI -16 Sidewalk, 4" thick RI -17 Sidewalk, 4n thick, demolition and dis...,.dRI -18 Sidewalk, 5" thick RI -19 Sidewalk, 5" thick, demoUtion and disnris Rl-20 Sian, handlcao RI· 21 Strioina, n,:,.r stall Rl-22 Strioina, thermnnlastic, ( for crosswalk l RI-23 Strioina, 4" reflectorizecl line Rl-24 Page 4 of 9 *KCC 27A authorizes only one bond reduction. 2009KCbondQuantityWorksheet $ 28.00 $ 15.00 $ 7.00 $ 67.50 $ 30.03 $ 45.05 $ 17,00 $ 12.50 $ 18.00 $ 5.50 $ 7.00 $ 1.85 $ 1.69 $ 1.25 $ - $ 15.00 $ 35.00 $ 29.50 $ 38.50 $ 37.50 $ 85.28 $ 5.82 $ 2.38 $ 0.25 SUBTOTAL Existing Future Public Rlghl-ol-y Road Improvements & Dralnaae Faclttles Unit Quant. I Cost Quant. I Cost SY SY SY SY LF LF LF LF LF LF LF LF LF LF SY SY SY SY SY SY Each Each SF LF Prlvata Bond Reduction• Improvements Quant. 100 30 Quant. Cost Comolete Cost 6,750.00 55.50 6,BOS.50 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 4/27/2014 Site Improvement Bond Quantity Worksheet Existing Future Public Right-of-My Roadlmpro- & Drain-• FacUltlea Unit Price Unll Quant. I Cosl Quant. Cosl DO•n ~"0 f.6CING (4" Rock• 2.5 base & 1.5" top course) For'93 KCRS ( 6.5" Rock= 5" base & 1.5" top course) For KCRS '93. (addltional 2.5" base\ add RS -1 $ 3.60 SY AC Overlav, 1.5" AC RS -2 AC OveMav, 2" AC RS-3 AC Road, 2", 4" rock, First 2500 SY RS-4 AC Road, 2", 4" rock, Qfv. over 2500SY RS-5 AC Road, 3", 4" rock, First 2500 SY RS-6 AC Road, 3", 4" rock, atv. over 2500 SY RS-7 AC Road, 5", First 2500 SY RS-8 AC Road, 5", Qfv. Over 2500 SY RS-9 AC Road, 6", Firsl 2500 SY RS -11 AC Road, 6", Qtv. Over 2500 SY •s -1 AsDhalt Treated Base, 4" thick >S -1 Gravel Road. 4" rock, First 2500 SY ,s -1 Gravel Road, 4" rock, Qtv. over 2500 SY •s -1 PCC Road, 5", no base, over 2500 SY •s -1 PCC Road, 6", no base. over 2500 SY ,s -1 Thickened Edoe ,s-1 Page 5 of 9 "'KCC 27A authorizes only one bond reduction. 2009KCbondQuantityWorksheet $ 11.25 SY $ 15.00 SY $ 21.00 SY $ 19.00 SY $ 23.30 SY $ 21.00 SY $ 27.60 SY $ 25.00 SY $ 33.10 SY $ 30.00 SY $ 20.00 SY $ 15.00 SY $ 8.50 SY $ 27.00 SY $ 25.50 SY $ 8.60 LF SUBTOTAL Private lmprovemente Quant. I Cosl Web date: 12/02/2008 Bond Reduction'" Quant. Com"'"'• Cost Unn prices updated: 02112102 Version: 11126108 Report Dale: 4127/2014 Site Improvement Bond Quantity Worksheet Web date: 12/0212008 I Unit Price Unit DRAl!!!A~E (CPP = Com,gated Plastic Pipe, N12 or Equivalent) Access Road, RID D-1 Bollards • fixed D-2 Bollards -removable D-3 * (CBs include frame and lid) CBT•-1 D-4 CB Tune IL D-5 CB TvnP II, 48" diameter D-6 for additional depth over 4' D-7 CB T11"""' II, 54" diameter D-8 for additional deoth over 4' D-9 CB l""'e II 60" diameter D-10 for additional deoth over 4' D -11 CB Tune II, 72" diameter D -12 for additional depth over 4' D -13 Throuah-curb Inlet Framework fAdd) D-14 Cleanout, PVC, 4" D-15 Cleanout, PVC, 6" D -16 Cleanout, PVC, 8" D -17 Culvert, PVC, 4" D -18 Culvert, PVC, 6" D -19 Culvert, PVC, 8" D-20 Culvert, PVC, 12" D-21 Culvert, CMP, 8" D -22 Culvert, CMP, 12" D -23 Culvert, CMP, 15" D -24 Culvert, CMP.18" D -25 Culvert, CMP, 24" D-26 Culvert, CMP, 30" D-27 Culvert, CMP, 36" 0-28 Culvert, CMP, 48" D-29 Culvert, CMP, 60" D-30 Culvert, CMP, 72" D -31 Page6 of9 *KCC 27A authorizes only one bond reduction. 2009KCbondQuantityWorksheet $ 21.00 SY $ 240.74 Each $ 452.34 Each $ 1,257.64 Each $ 1,433.59 Each $ 2,033.57 Each $ 436.52 FT $ 2,192.54 Each $ 486.53 FT $ 2,351.52 Each $ 536.54 FT $ 3,212.64 Each $ 692.21 FT $ 366.09 Each $ 130.55 Each $ 174.90 Each $ 224.19 Each $ 8.64 LF $ 12.60 LF $ 13.33 LF $ 21.77 LF $ 17.25 LF $ 26.45 LF $ 32.73 LF $ 37.74 LF $ 53.33 LF $ 71.45 LF $ 112.11 LF $ 140.83 LF $ 235.45 LF $ 302.58 LF SUBTOTAL Existing Future Public: Private Bond Reduction* Right-of-way Road Improvements lmprovernanta & Dralnaae Facllltfes Quant. Quant. I Cost Quant. I Cost Quant. I Casi ComDlete Cost For Culvert nnt!IU., A1 -of 4' cover was assumed. Assuma ..... rforated PVC is same nrice aa solid Di.DB, 20 529.00 529.00 Unit prices updated: 02112102 Version: 11/26/08 Report Date: 4/2712014 L .... INAGE CONTIMIIED No. Culvert, Concrete, 8" D-32 Culvert, Concrete, 12" D-33 Culvert, Concrete, 15" D-34 Culvert, Concrete, 18" D-35 Culvert, Concrete, 24" D-36 Culvert, Concrete, 30" D-37 Culvert, Concrete, 36" D-38 Culvert, Concrete 42" D-39 Culvert, Concrete, 48" D-40 Culvert. CPP. 6" D -41 Culvert, CPP, 8" D -42 Culvert. CPP. 12" D -43 Culvert, CPP, 15" D -44 Culvert, CPP, 18" D -45 Culvert, CPP, 24" D -46 Culvert, CPP, 30" D -47 Culvert, CPP, 36" D -48 Ditchlna D -49 Flow Disoersal Trench (1,436 base+) D -50 French Drain (3' depth) D • 51 Geotextile, laid in trench oo'"nrn ... ulene D-52 Infiltration oond testina D -53 Mid-tank Access Riser, 48" dia. 6' deep D -54 Pond Overflow Soillwav D -55 Restrictor/Oil Seoarator, 12" D • 56 Restrictor/Oil SAnarator, 15" D-57 Restrictor/Oil Seoarator, 18" D • 58 Riorao, olaced D • 59 Tank End Reducer (36" diameter) D -60 Trash Rack, 12" D -61 Trash Rack, 15n D-62 Trash Rack, 18n D -63 Trash Rack, 21" D -64 Page 7 of 9 *KCC 27 A authorizes only one bond reduction. 2009KCbondQuantityWorksheet Site Improvement Bond Quantity Worksheet Exlsflng Future Publlc Private Rlght-of-y Road lmprovemen18 . bnprovomenlB & Drainage Facllltln UnH Price UnH Quant. Coot Quant. Coot Quant. Cool $ 21.02 LF $ 30.05 LF $ 37.34 LF $ 44.51 LF $ 61.07 LF $ 104.18 LF $ 137.63 LF $ 158.42 LF $ 175.94 LF $ 10.70 LF $ 16.10 LF $ 20.70 LF $ 23.00 LF $ 27.60 LF $ 36.80 LF $ 48.30 LF $ 55.20 LF $ B.08 CY $ 25.99 LF $ 22.60 LF $ 2.40 SY 800 $ 74.75 HR $ 1,605.40 Each $ 14.01 SY $ 1,045.19 Each $ 1,095.56 Each $ 1,146.16 Each $ 39.08 CY $ 1,000.50 Each $ 211.97 Each $ 237.27 Each $ 268.89 Each $ 306.84 Each SUBTOTAL Web date: 12/02/2008 Bond Reduction"' Quant. Comolete Cost 1920 1920 Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 4/27/2014 • Site Improvement Bond Quantity Worksheet Web date: 12/02/2008 Unit Price Unit •nT tl2. 2" AC, 2" toa course rock & 4" borrow PL -1 $ 21.00 SY 2" AC, 1.5" too course & 2.5" base cour PL-2 $ 28.00 SY 4" select borrow PL-3 $ 4.55 SY 1.5" tnn course rock & 2.5" base course PL-4 $ 11.41 SY UTILITY pnL R. '"l"E"T I IGHTIN~ Utllitv Polars\ Relocation UP-1 Luma Sum I Street Liaht Poles w/Luminaires UP-2 I Each I WRITE-IN-ITEM'" Such as detention/water aualitv vaults.) !'I!!. Drain Rock for Pervious Concrete Wl-1 $ 30.00 CY Pervious Concrete 6" Wl-2 $ 27.00 SY Wl-3 easch Wl-4 LF Wl-5 FT Wl-6 Wl-7 Wl-8 Wl-9 Wt-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: Page 8 of 9 '"KCC 27 A authorizes only one bond reduction. 2009KCbondQuantityWorksheet GRANDTOTAL: COLUMN: Existing Future Public Private Bond Reduction• lllght-of-way Road lmprovementll Improvements & Dralnana Facllltles Quant. Quant. I Price Quant. Cost Quant. I Coot Complete Cost Utilitv Dole relocation costs must be accomnAnied bv Franchise utility's Coit Statement I I I I I I 500 780 B C I I 15,000.00 21,060.00 36,060.00 48,429.28 14,528.78 62,958.06 D E Unit prices updated: 02/12/02 Version: 11/26/08 Report Date: 4/27/2014 • April 25, 2014 14-036 Harris.TIR Page39 Appendix "E" TIR Worksheets KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner ':,J,,i,~ill,.~!...£~:be:l~di<K!Y Phone~------~-~-- Address !I '1!17 s£ I £2,.J ,:;:I. Part 3 TYPE OF PERMIT APPLICATION ,,.,. ' . se Services §°ubdivi~ I Short Subd. / UPD U Building Services M/F / Comrnerical / SFR Cl Clearing and Grading Cl Right-of-Way Use CJ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Type of Drainage Review ~/ Targeted I (circle): ; Site Date (include revision fl 10 J./ dates): Date of Final: Part 6 ADJUSTMENT APPROVALS Part 2 PROJECT LOCATION AND DESCRIPTION Project Name t_,, .. 1/~K,l.,,.-{r DOES Permit# --------- Location Township ,11µ Range ~£ Section il <t Site Address LI "'/:2.. "I ![° ,t.2;.,I {-I, Part 4 OTHER REVIEWS AND PERMITS CJ DFWHPA CJ COE404 CJ DOE Dam Safety CJ FEMA Floodplain CJ COE Wetlands CJ Other __ _ Cl Shoreline Management Cl Structural RockeryNault/ __ CJ ESA Section 7 Site Improvement Plan (Engr. Plans) Type (circle one): (2 I Modified / mall Site Date (include revision dates): Date of Final: Type (circle one): Standard I Complex / Preapplication I Experimental I Blanket Des;;;: (include conditions in TIR Section 2) Date of Annroval: 2009 Surface Water Design Manual 1/912009 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes(!J/ Describe: Start Date: Completion Date: Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: ____________ _ Special District ove~ays: -------,..--------------- Drainage Basin: Q}.1;JA.,n,'..s.LJ/..~ R'.vt,., Stormwater Requirements: wwA ,j,.., ,:;;.;J... / Part 9 ONSITE AND ADJACENT SENSITIVE AREAS l:J River/Stream --------- 1:J Lake l:l \11/ettands _________ _ l:J Closed Depression ------- 1:J Floodplain----------1:J Other _________ _ Part 10 SOILS l:J Steep Slope --------- 1:J Erosion Hazard ------- 1:l Landslide Hazard------- 1:J Coal Mine Hazard------- 1:J Seismic Hazard ------- 1:J Habltat Protection-------1:l ________ _ Soil Type Slopes Erosion Potential L1 (d_,t.,v14.1 .,,d '2-.4 z ,J ,,,,.,..J.. .- ~ High Groundwater Table (within 5 feet) l:J Sole Source Aquifer l:J Other l:l Seeps/Springs l:J Additional Sheets Attached 2009 Surface Water Design Manual 1/9/2009 l KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION I SITE CONSTRAINT CJ Core 2 -Offslte Anall§is CJ Sensitive/Critical Areas CJ SEPA CJ Other CJ CJ Additional Sheets Attached Part 12 TIR SUMMARY SHEET Fnrovide one TIR Summani Sheet""' Threshold Discharae Areel Threshold Discharge Area: ( name or descriotionl <.i ~ _,_ Core Requirements (all 8 apply) Discharoe at Natural Location Number of Natural Discharge Locations: I Offsite Analysis v/-A Lj;Vpl:, 1~ 2 / 3 dated: f ./'.,1/ i ' Flow Control Level: \:Jll..' 3 or Exemption Number !incl. facilitv summan, sheet\ Small Site B s Conveyance System ,(I ,&I Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: '11f) Contact Phone: After Hours Phone: - Maintenance and Operation Responsibility: , ;:::z, I Public If Plivate, Mainte ce Lon Reauired:Q/ No Financial Guarantees and Provided: Yes 0'51 "-./ Liabilitv Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landsca"" Mananement Plan: Yes/ S""cial RAnuirements las annUcablel Area Specific Drainage Type: CDA / SDO / MOP/ BP I LMP / Shared Fae. / None R=uirernents Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption I None µ/;_1 100-year Base Flood Elevation (or range): Datum: . Flood Proteetion Facilities Describe: J//A Source Control Desclibe landuse: 1:/)4 (cornrn.~ndustlial landuse) Describe any structural controls: 2009 Surface Water Design Manual 1/9/2009 3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET - Oil Control High-use Site: Yes~ Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainaae Structures Describe: 1(.wvi ,.,u5 r<Mfo~ Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ~ Clearing Limits ~ Stabilize Exposed Surfaces CJ Cover Measures -'12!l Remove and Restore Temporary ESC Facilities CJ Perimeter Protection ~ Clean and Remove All Silt and Debris, Ensure ~ Traffic Area Stabilization Operation of Permanent Facilities CJ Sediment Retention l:J Flag Limits of SAO and open space _¢ Surface Water Collection preservation areas 1:J Other CJ Dewatering Control CJ Dust Control CJ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: lndude Facil"" Summan, and Sketch) Flow Control Tune/Description Water Qualltv T""-"IDescriDlion CJ Detention 1:1 Biofiltration ~ Infiltration /fµ,,..J ,f 'fiv.v. /. .I 1:J Wetpool , ,. CJ Regional Facility l:J Media Filtration CJ Shared Facility 1:1 Oil Control CJ Flow Control 1:1 Spill Control BMPs 1:1 Flow Control BMPs 1:1 other 1:J Other 2009 Surface Water Design Manual 1/9/2009 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS 0 Drainage Easement 0 Cast in Place Vault 0 Covenant 0 Retaining Wall 0 Native Growth Protection Covenant 0 Rockery > 4' High 0 Tract 0 Structural on Steep Slope 0 other 0 other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my superv· ion, have visited the site. Actual site conditions as observed were incorporated into this worksheet an the attached Technical Information Report. To the best of my knowledge the informa · n A vid here is accurate 2009 Surface Water Design Manual 1/9/2009 This certificate provides information necessary to evaluate development proposals. Certificate : 54 73 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Kristen Harris Proposed Use: 4 Single Family Residences· Location: Lot: Block: Development: Parcel: 008800 0260 Address: 11427 SE 162ND ST, RENTON Information: Existing Single Family Residence ( Attach map & Legal description if necessary ) SEWER PURVEYOR INFORMATION 1. a D Sewer service will be provided by service connection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b [.-1 Other (describe): 2 .• ~ b D 3. a [.-1 b D Sewer service for the proposed plat will require the installation of sewer main onsite connecting to existing sewer in SE 162nd St. Final sewer layout will be determined based on final site development plans. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. The sewer system is in conformance with a County approved sewer comprehensive plan. The sewer system improvement will require a sewer comprehensive plan amendment. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a 1.-1 Connection Charge: Yes b ~ Easement (s): c ~ Other: Onsite Easement required. See I b above and conditions below. Service is subject to the applicants agreement to comply and perform to make such installation and/or ccnncctions to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Lynn Ramsey 4/24/2014 Agency Name Signatory Name Date ,· ; ,.~ Development Coordinator --- Title ~~··· J?_~YE,fN{ ~~?:nature u Da1r Soos Creek Water & Sewer District "rptAvai1Sin11leParcelAddSewer" 2/6/96 This certificate provides information necessary to evaluate development proposals. Certificate : 54 73 SOOS CREEK WATER AND SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY Type: Short SubDivision Applicant's Name: Kristen Harris Proposed Use: 4 Single Family Residences· Location: Lot: Block: Development: Parcel: 008800 0260 Address: 11427 SE 162ND ST, RENTON Information: Existing Single Family Residence ( Attach map & Legal description if necessary ) SEWER PURVEYOR INFORMATION 1. a D Sewer service will be provided by service connection only to an existing sewer main Null feet from the site and the sewer system has the capacity to serve the proposed area. b ~ Other (describe): Sewer service for the proposed plat will require the installation of sewer main onsite connecting to existing sewer in SE 162nd St. Final sewer layout will be detennined based on final site development plans. All plans must be approved by KCWTD and Soos Creek Water and Sewer District. 2 .• ~ b D The sewer system _is in conformance with a County approved sewer comprehensive plan. The sewer system improvement will require a sewer comprehensive plan amendment. 3. • 1"l The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. b D Annexation or Boundary Review Board approval will be necessary to provide service. 4. Service is subject to the following: a 1"] Connection Charge: Yes b 1"] Easement (s): Onsite Easement required. c 1"! Other: See I b above and conditions below. Service is subject to the applicants agreement to comply and perform to make such installation and/or ccnncctionf. to the standards, regulations, requirements and conditions of this District and such other agency or agencies having jurisdiction. This District is not representing that it's facilities will be extended or otherwise modified to make such service available to the applicant. It is the responsibility of the applicant to make any required extension of facilities to serve their property. I hereby certify that the above sewer purveyor information is true. This certification shall be valid for one year from date of signature. SOOS CREEK WATER & SEWER DISTRICT Agency Name Development Coordinator Title Soos CreckWater& Sewer Distric1 'rptAYailSinglePsrcelAddSewer' 2/6196 Lynn Ramsey 4/24/2014 --~~ Signatory Name Date ---~~P~~l4N1 / S1gnatu,c u Dar Kris Sorensen From: Kris Sorensen Sent: Friday, June 27, 201.4 9:32 AM To: Kristen Harris (kristenharri@gmail.com) Subject: Renton; Cascade Greens -Street Profile and landscape submittals Hi Kristen- I spoke with my manager yesterday following our meeting. For the landscape conceptual plan submittal, I can make it a condition of approval of the subdivision, that one be submitted prior to construction permit issuance. So it would delay you having to turn one in right now, and required when construction permit and utilities are installed. For the street profile, you will have to ask Jan if that can be waived. I mentioned a modification request for the street improvements that could possibly not require the profile, but realize that even in a scenario where you didn't have to install the sidewalk and planter strip and curb, a street profile is still needed that shows the dimension of the street in front of the property per the submittal list. Kris Sorensen, Associate Planner, Planning Division, Community & Economic Development, City of Renton, 425-430-6593 I Landscape Pian, Conceptua I: CASCADE GREENS -short plat of four lots. 11427 SE 162°• St Renton, WA 98055 (PID 0088000260) We do not have a landscape design at this time. We would propose using the mature existing vegetation along 162°•. We ask you to allow conditional approval for the 10' frontage of each house upon construction. I hope I stated that correctly. Can we do it later when we get closer to actual construction? Kristen Harris . . •. City of Renton TREE RETE WORKSH TION ET 1. Total number of trees over 6" in diameter1 on p 1ect site: 1. ___ l --'Cl/L-__ trees 2. Deductions: Certain trees are excluded from t e retention calculation: Trees that are dead, diseased or dangerous ____ trees Trees in proposed public streets ____ trees Trees in proposed.private access easement /tracts 3 trees Trees in critical areas3 and buffers trees Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. ___ ..,,3"". __ trees __ ___.:./_G __ trees 4. Next, to determine the number of trees that mus 0.3 in zones RC, R-1, R-4, or R-8 be retained 4 , multiply line 3 by: 0 .1 in all other residential zones 0.05 in all commercial and industrial zones 4. 4:i? trees -----'---- 5. List the number of 6" or larger trees that you are proposing5 to retain 4: . 5. '3 trees 6. Subtract line 5 from line 4 for trees to be repla ed: {If line 6 is less than zero, stop here. No replacement trees are req Ired). 6. __ -..r:.Pc:..-· __ trees 7. Multiply line 6 by 12" for number of required re lacement inches: 7. ------- 8. Proposed size of trees to meet additional plant g requirement: inches (Minimum 2" caliper trees required) 8. -------inches 9. Divide line 7 by line 8 for number of replaceme t trees 6: (if remainder is .5 or greater, round up to the next whole number) 1· Measured at chest height. 9. per tree _______ trees 2 · Dead, diseased or dangerous trees must be certified as such by forester, registered landscape architect, or certified arborist, and approved by the City. 3 · Critical Areas, such as wetlands, streams, floodplains and protect slopes, are defined in Section 4-3-050 of lhe Renton Municipal Code (RMC) . .... Count only those trees to be retained outside of critical areas and r) r.· :. c:: {·:: ~ \/ t=~ C) 5· The City may require modification of the tree retention plan to en e retention of the maximum number of trees per RMC 4-4-130H7a S :}' i 9 Z O 14 0• Inches of street trees, inches of trees added to critical areas/buffe and inches of trees retained o_n site that are less than 6'" but are greater than 2" can be used to meet the ~ replacement requirement~. ·, ·· ' ,· ; ' ... ··,: ')-·.·": i-~ : ), ,J ·~ -:_, \, H:Division/FonnsffreeRetenlionWork.sheet I t/07 ,., --- \ .-_:_ :_157--- I ~ \ .. 0 ~-. oi \,i . (J) ~-·. f_ ) ,·/ '"'' N-t . ~ 0 f'-/ 0 . 1s-. ,.,<o 12· I ( \ I r I 1 / w \J>\ I . N ~ \ . 1 HARRIS BLOC!< FOUR (4), ~ I' ~ LAT RECORDED IN. ~o·.· ,p 140 ROS OF KING ·~ T"&"'---+ AKER'S FARMS NO. . RECORDED IN )ROS OF KING ~lE OF z I +------, "I / .> ,':>1 ...... FOUND· REBAR & CAP LS f20411 · 0.25' E X 0.05' S SCHAEFER SPORTS COURT 0.75' - r o.45· - SE 1&4 lH STREET N88'03'31"W . 727.80' _,,_ ...... uA7A~nn11c;; .WASlE \1) t· ~ ,, u Cl CHAIN LIN!< FEl CORNER 2.0' Vi Of PROPERTY 1 0.90" - SOOS CREEK WATER & SEWER DISTRICT 14616 S.E. 192nd St. • PO. Box 58039 • Renton, WA 98058-1039 • Phone (253) 630-9900 • Fax (253) 630-5289 April 24, 2014 Kristen Harris 10945 SE 168 1h St Renton, WA 98055 Re: Parcel No. 008800 0260 Proposed 4 Lot Short Plat Dear Mrs. Harris: Enclosed are the water and sewer availability certificates for the above referenced parcel. Please note that Special Connection Charge #60 is currently recorded against your property as the fronting water main on your street was upgraded to provide efficient fire flow. Because you are taking advantage of the upgraded main, the current amount owing at the completion of your Development project is $4,137.00. You would not be able to meet the standard 1,000 gpm without this upgrade. If you have any questions please call (253) 630-9900 extension 4. Thank you, ~t1v~/(ev~r Lynn Ramsey Development Coordinator Encl w,.vw.sooscreek.com r-,,··~'· ,.-,, ... ,,,,f'-•."-'' -·""' First American First American Title Insurance Compdny 818 Stewart St, Ste 800 Seattle, WA 98101 Phn • (206)728·0400 Fax - (800)826•7718 ....... . r-:""\ ~FCt1\il:LJ Kelly Cornwall (206) 336-0725 kcomwall@firstam.com King County Title Team Two 818 Stewart St, ste. 800, Seattle, WA 98101 Fax No. (866) 561-3729 Curtis Goodman Municlpality Title Officer (206) 615-3069 cgoodman@ftrstam.a,m Peter Child (206) 336-0726 pchild@firstam.com Kathy J Turner (206) 336-0724 ktumer@flrstam.com PLEASE SEND All RECORDING PACKAGES TO 818 STEWART ST, STE. 800, SEAnLE, WA 98101. To: Sterling Johnston & Associates 6512 2oth CT W Tacoma, WA 98466 Attn: Rick Branchflower Re: Property Address: 11427 SE 162nd St, Renton, WA 98055 COMMITMENT FOR TITLE INSURANCE Issued by File No.: 4209-2241651 Your Ref No.: FIRST AMERICAN 11TLE INSURANCE COMPANY Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-1. The General Exceptions and Exceptions in Schedule B-II. The Conditions. This Commitment is not valid without Schedule A and Section I and II of Schedule B. Arst Amerk:an Title :\'ON \ : ~..CN Form No. 1068~2 ALTA Plain Language Commitment First American Title Insurance Company \<.~~ Kelly Cornwall, Title Officer Rrst American Tdie Commitment No.: 4209-2241651 Page 2 of 10 form No. 1068-2 ALTA Plain Language Commitment SCHEDULE A 1. Commitment Date: April 16, 2014 at 7:30 A.M. 2. Policy or Policies to be issued: Homeowner's Rate Eagle Owner's Policy Proposed Insured: To Follow Simultaneous Issue Rate AL TA Extended Loan Policy Proposed Insured: To Follow $ $ AMOUNT To Follow $ To Follow $ Commitment No.: 4209·2241651 Page 3 of 10 PREMIUM TAX To Follow $ To Follow To Follow $ To Follow 3. (A) The estate or interest in the land described in this Commitment is: Fee Simple (B) Title to said estate or interest at the date hereof is vested in: TIMOTHY D. ZWICKER AND ELIZABETH A. ZWICKER, HUSBAND AND WIFE 4. The land referred to in this Commitment is described as follows: Real property in the County of King, State of Washington, described as follows: The land referred to in this report is described in Exhibit A attached hereto. first American Tttle Form No. 1068-2 AL TA Plain Language Commitment The following requirements must be met: SCHEDULED SECTION I REQUIREMENTS Commitment No.: 4209·2241651 Page 4 of 10 (A) Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (E) Releases( s) or Reconveyance( s) of Item( s): (F) Other: (G) You must give us the following information: PART ONE: 1. Any off record leases, surveys, etc. 2. Statement(sl of Identity, all parties. 3. Other: SCHEDULE B SECTION II GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. E. (Al Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (Cl Water rights, claims or title to water; whether or not the matters excepted under (Al, (Bl or (Cl are shown by the public records; (Dl Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the escrow or interest or mortgage(s) thereon covered by this Commitment. Form No. 1068-2 Commitment No.: 4209·2241651 Page 5 of 10 ALTA Plain Language Commitment PART TWO: SCHEDULE B SECilON II EXCEPTIONS Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exdusions from the coverage of the policy or policies are available from the office which issued this Commitment. Copies of the policy forms should be read. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1.78%. 2. 3. Levy/Area Code: 2128 General Taxes for the year 2014. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 008800-0260-00 1st Half Amount Billed: $ 1,481.02 Amount Paid: $ 0.00 Amount Due: $ 1,481.02 Assessed Land Value: $ 135,000.00 Assessed Improvement Value: $ 67,000.00 2nd Half Amount Billed: $ 1,481.02 Amount Paid: $ 0.00 Amount Due: $ 1,481.02 Assessed Land Value: $ 135,000.00 Assessed Improvement Value: $ 67,000.00 Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Timothy D. Zwicker and Elizabeth A. Zwicker, husband and wife First Savings Bank Northwest Trustee: Amount: Recorded: Recording Information: First Financial Diversified Corporation $305,600.00 August 28, 2008 20080828000614 4. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Timothy D. Zwicker and Elizabeth A. Zwicker, husband and wife Grantee/Beneficiary: First Savings Bank Northwest Trustee: First Financial Diversified Corporation Amount: $57,300.00 Recorded: August 28, 2008 Recording Information: 20080828000615 5. Any and all offers of dedication, conditions, restrictions, easements, fence line/boundary discrepancies, notes and/or provisions shown or disclosed by Short Plat or Plat of Aker's Farms No. 6 recorded in Volume 42 of Plats, Page(s) 15. Rrst American rttte Form No. 1068--2 ALT A Plain Language Commitment Commitment No.: 4209-2241651 Page 6 of 10 6. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 20060920900007. Rrst American Tltle Form No. 1068·2 ALT A Main Language Commitment INFORMATIONAL NOTES Commitment No.: 4209·2241651 Page 7 of 10 A. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RON 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County may be subject to the King County Sewage Treatment Capacity Charges. B. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, certain fonnat and content requirements must be met (refer to RCW 65.04.045). Failure to comply may result in rejection of the document by the recorder or additional fees being charged, subject to the Auditor's discretion. C. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disciaims any liability which may result from reliance made upon it. D. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. PTN LOT 5, BLOCK 4, AKER'S FARMS NO. 6, VOL. 42, P. 15, KING COUNTY APN: 008800-0260-00 E. All matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. F. The following deeds affecting the property herein described have been recorded within 36 months of the effective date of this commitment: NONE Property Address: 11427 SE 162nd St, Renton, WA 98055 NOTE: The forthcoming Mortgagee's Policy will be the ALTA 2006 Policy unless otherwise noted on Schedule A herein. NOTE: We find no judgments or Federal tax liens against the vestee herein, unless otherwise shown as a numbered exception above. NOTE: A FEE MAY BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THIS COMPANY. First American TJt/e Form No. 1068-2 ALTA Plain Language Commibnent CONDmONS 1. DEFINITIONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. Commitment No.: 4209·2241651 Page 8 of 10 (b )"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B -Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B -Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR UABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B -Section I or eliminate with our written consent any Exceptions shown in Schedule B -Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. S. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. cc: cc: Timothy D. Zwicker and Elizabeth A. Zwicker Form No. 1068-2 ALT A Plain Language Commitment First American . -~ I First American Title Privacy lnformatkm we Are committed to safeguarding Customer Information Commitmef1t No.: 4209-2241651 Page 9 of 10 First American Tttle Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn -(206Jn8-0400 (800)826-7718 Fax - !n order to better serve your needs now and in the future, we may 19: you to provide uo:; with certain information. We understand that you may be coocemed aboot what we wAI do with such information -partirularty any personal or financial information, We agree that 'fOU have a right to know how we win utilize the pinonal informatioo you provide to uo:;. Therefore, together with oor subsidiaries we have adopted this Privacy Policy to govern the use and handUng of your persooal Information. Applicability This Privacy Policy gOllef'Tls our use of the information that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as l'1formation obtained from a pubic RllXJltl or from another person or entity. Arst American has also adopted broader guidelines that govern our used pen;onal information ~rdless of it5 soun::e. First American calls these guidelines Its Fair Information Values. Types of Information Depending upon which of CU' services you are utilizing, the types of nonputmc personal information that we may collect iodude: • Information we recetve from vou on appllcaHons, fon-ns and in d:her commumo,tbis to=, whet:he!' in writing, in person, by telephone or any ottler means; • Information aboot your transactions with us, our affiliated companies, or other.;; and • lnfonnation we receive from a consumer reporting agenc:y. use of Informatton We request Information from you for our own legitimate business pull)OSeS and not for the benefit of any nonaffiliated party. Therefore, we WIii not release your Information to nonaffillated parties except: {1) as necessary for us to provide the product or service you have requested of us; or {2) as permitted by law. We may, however, store such information Indefinitely, fnduding the period after whicn any CJJStomel' relationship has ceased. Such information may be used for any internal PIJrpose, such as quality caitrol efforts or W5tomel" analysi5. We may also provide all of the types d nonpublic per.;onal information llsred atKwe to one or more of our affi&ated companies. SUCh affiliated companies lnclJde financial service providers, such as tiHe Insurer.;, prq:ierty and rarualty insurers, and tn.Jst and investmeflt ~ companies, or oompanies involved in real estate sentices, such as appraisal companies, home warranty companies and esuow companies. Furthermore, we may also provide al the iM>l'Tllation we oolect, as described atic:we, to companies that perform marketing services; on our betlalf, on behalf of our affillated companies or to other nnandal Institutions wth whom we or our affiliared a:mpanies have joint marketing agreements. ........ Cmtoonss Even if you are no longer our rustomer, our P1'IVacy Policy will ccminue to apply to you. Confldentlaltty and Seanfty We wffl use our best ef'fort:s to ensure that no unauthorized parties have access to any of yoi.r informatioo. We restrict access to nonpublic personal Information about you to those Individuals and entities who need to know that information to proVlde products or services to you. We will use our best efforts to train and ~ our employees and agents to ensure that your information wm be handled responslbly and in ao:udance with this Privacy Polley and Atst American's Fair Information Vak.les. We amently maintain physical, electronlc, and procedural safeguards that comply with federal regulations to guard your nonpublc personal information. L1fu.1natiun Obtained Through Our we Site Rrst American Rnancial Corpcration iS sensitive to privacy issues on the Internet. We belieVe it is important you know how we treat the information about you we receive Ol'I the lntemet. In general, you can vl!it Arst American or its affili.Jtes' Web 9tes oo the Wortd Wide Weil without b!llng us Who you are or revealing any informotion about yourself. Our Web servers collect the domain names, not the e-ma~ addresses, of visitors. This informatiCl'l is aggregated to measure the number of visits, average time spent on the site, pages vieWed and similar information. Rrst American uses this information to measure the use fX oor site and to develop ideas to improve the ctll"ltmt of our site. There ;,re times, however, when we may need information from you, such as your name and email address. When information is needed, we will use our best efforts to let you know at the timed coUection how we wif use the personal mform1'tion. Usually, the personal information we collect 15 used only by us to respond to your inquiry, process an on:ler or allow yoo to ac:cess specific accoontJprcllle Information. If you choose to shre any per,;omsl information with us, we WIii only use it in accordance with the polfde5 outlined above . ...... Relationshis- First American Fini,ncii,I Corpcntion's 5ite aid its affilates' 5ite5 may contain links to other Web sites. Yttule we try to link only to sites that !hare our high standards and respect: ror privacy, we are oot responsible for the rontmt or the privacy pn,di(ei ~ by other 9tes. ,,_.. Some fX Arst American's Web sites may make use of "r;:ookie." technology to measure site ac:tMty and to customize Information to your persa,al tastes. A cookie is ao element of data that a Web site can send to your browser, which may then store the cookie on your hard drtve. ~ uses stored cookies. The goal of this technology is to better serve you when viwng our site, save you time when you are here and to provide you with a more meaningful i,nd productive Web site experiffi<:e. Fair Information VallMIS Fairness We consider consumer expectations about their privacy in all oor businesses. We Cl'lly offer products and savices that assure a favorable balance between consumer benefits and conStJmer priwcy. Publk: Record We believe that an open pUbllc record creates Significant value for society, enhances c:onsi..-ner dioice and creates consumer opportunity. We actively support an open pUbllc record i,nd emphasize its impcrtance and contribution to our economy. Use We believe we should behave responsibly when we use information about a consumer In our business. We will ~ the laws gOYeming the collection, use and dissemination of data. Accuracy we wll take reasooi,ble steps to help .!15SUre the accuracy af the datil we CDllect, use and disseminate. Where possible, we wtH take reasonable steps to CCITed: inaccurllte information. When, as With the PtJbf"IC record, we cannot correct~ information, we wil take all rei:l5llll\able steps to assist consumers in illEnt:ifying the source d the errcrieous data so that the ctl19.Jmer can secure the required corrections. Educaion We endeavor to edocal:e the users dour products and services, our emplayees and others in our industry about the importance of consumer privacy. We wil instruct oor employees on our fair information values and Cl'1 the r~ rollection and use of data. we wil encourage others In oor Industry to cxject and use infcrmation in a responsible manner. Security We wll maintain apprc.Jlfiate facilities and systems to protect against unauthorized aa::ess to and corruption d the data we maintain. Fonn SO-PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation) Rrst American r1t1e Form No. 1068-2 ALT A Plain Language Commitment Commitment No.: 4209-2241651 Page 10 of 10 FIRST AMERICAN TITLE INSURANCE COMPANY Exhibit "A" Vested Owner: TIMOTHY D. ZWICKER AND ELIZABETH A. ZWICKER, HUSBAND AND WIFE Real property in the County of King, State of Washington, described as follows: THE WEST HALF OF LOT 5, BLOCK 4, AKER'S FARMS NUMBER 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, IN KING COUNTY, WASHINGTON. Tax Parcel Number: 008800-0260-00 Situs Address: 11427 SE 162nd St, Renton, WA 98055 AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN STATE OF WASHINGTON COUNTY OF KING City of Renton Planning Division .. ,.- 1055 South Grady Way, Renton, WA 98057 -,,, i \~ \.) ,,.-.., '-,_.. ': '\j '""'' Phone: 425-430-7200 Fax: 425-4~.o.~, \.· ·. , \<(_ .,.. " .,,;,\~ ) \ d C ,-c\l :i \... \ ) ) .,, .. •: \:· . \~,i .=-'. r:,J.L ~ICLA being first duly s~orn on oath, deposes and says: 1. On the / 4 day of ~_5,e=""p""rf:'-----'' 20-1!:/_, I installed __,_ public information sign(s) and plastic flyer box on the property located at 11,J-z7 S<;; 1b?-~ S;J.-forthefollowingproject: Project Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Installation" h ndout package. Installer Signature SUBSCRIBED AND SWORN to before me this _t]_ day of 5:S-f=i , 20...l1:_. NOTARY PUBLIC in and for the ate of Washin on, residing at 10s s-S <oa,.L.q W'1 btt>o-/ ~. vv-~7 My commission expires on 8 · CJ I -I) -3. H : \CE D\Data \Forms-Templates \Self-Help Handouts\PI an ning\pu bsign .doc 05/14 RECEIPT EG00028666 • BILLING CONTACT Timothy and Elizabeth Zwicker 11427 SE 162ND ST RENTON, WA 98055 REFERENCE NUMBER FEE NAME LUA14-001284 PLAN -Short Plat Fee Technology Fee Printed On: 9119/2014 Prepared By: Kris Sorensen TRANSACTION TYPE Fee Payment Fee Payment Transaction Date: September 19, 2014 PAYMENT METHOD Check #1222 Check #1222 SUBTOTAL TOTAL AMOUNT PAID $1,400.00 $42.00 $1,442.00 $1,442.00 Page 1 of 1