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19-105349CITY OF Federal Way PUBLIC WORKS DEPARTMENT STREET MODIFICATION REQUEST / ACTION Project Name The Hills Short Plat Permit # 19-101820-00-SU; 19-105349-00-SM Location SW 365, St Request As a condition of The Hills, a proposed 6-lot short plat, the applicants are required to construct SW 365a' Street to a cross-section "X" standard and tie into proposed improvements on Monte Vista Short Plat. They are requesting that the street cross section be modified to include 3/4 street improvements within the property boundaries. Within the panhandle, they propose a further reduction to eliminate the 8' ditch on the north side and provide vertical curb, gutter, and sidewalk. Staff Analysis The short plat has 626 linear feet of frontage, including a 36-foot wide, 214 foot long panhandle. SW 365t' Street will be constructed for the length of the property, including the panhandle, and will connect to Monte Vista Short Plat on the east and 6a' Ave SW on the west. The type "X" cross section includes a 20' travelway with 3' utility strips, 5'sidewalks, and 8' ditches on both sides, all within a 52 foot right-of-way. To align with Monte Vista short plat improvements, along the property frontage the applicant proposes to build a 3' utility strip, 5' sidewalk, and 8' ditch on the north side, with a 20' travelway and 8' of undeveloped right-of- way remaining on the south side. The 36' wide panhandle is proposed to include a 3' utility strip, 5' sidewalk, and vertical curb on the north side, 20' travel way, and 8' of undeveloped right-of-way on the south side. Instead of a crown, they are proposing to grade the road so that all the runoff drains toward the proposed 8' ditch on the north side. Requirements / Conditions of Approval To maintain proper alignment on S 365t' St, staff recommends approval of this modified street cross section, with the exception that the road will be crowned and a v-ditch with check dams added on the south side. The v-ditch may be reduced to six feet wide to allow slopes to tie into existing grade offsite. Vertical curb shall be allowed only on the north side of the panhandle improvements due to the constrained width. Staff Recommendation Development Services Reviewer Development Services Manager Traffic Division Reviewer Traffic Division Manager Concur with Staff Analysis Initial Date Yes No s I3, 2_6 ❑ 1 1T312-0 ❑ 03509. f. � W {'� !J ❑ �S Deputy Director Director Decision IN u 4 CITY OF 42t� Federal Way Centered or. Opportupdit1y January 7, 2020 Brandon Loucks, P.E. ESM Consulting Engineers, LLC 33400 8ch Ave S, Ste 205 Federal Way, WA 98003 RE: Permit #19-105349-00-SM; THE HILLS, SW 3651h St., Federal Way Dear Mr. Loucks: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor The City of Federal Way Public Works Department has considered your request to modify or waive several elements of the frontage improvements required by Federal Way Revised code (FWRC) for the proposed 6-lot short plat located along SW 365t' Street. The requests and applicable codes are as follows: 1) Reduce the required type X street cross-section within the property boundaries to 3' utility strip, 5' sidewalk, 8' ditch on the north side, 20' travelway, and 8' undeveloped right-of-way on the south side. (FWRC Section 19.135.040; 19.135.070) 2) Reduce the required type "X" street cross-section within the panhandle to 3' utility strip and 5' sidewalk on the north side, 20' travelway, and 8' undeveloped right-of-way on the south side. (FWRC Section 19.135.040; 19.135.070). Vertical curb is required to make this cross-section drain properly. 3) Eliminate the crown and slope the road to the ditch along the north side. (19.135.130 and 19.135.07; Development Standards Section 3.2.7.E) Staff has determined that FWRC section 19.135.070 "2) Unusual topographic or physical conditions preclude the construction of the improvements as required" applies in regard to the road alignment. On the east, the road must tie into proposed improvements for Monte Vista Short Plat, which is currently under construction. On the west, the panhandle is not wide enough to accommodate full frontage improvements, but the 20' road width and 5' sidewalk can be provided. The proposed alignment is appropriate to meet these constraints in both directions. Since eight feet is available on the south side of the improvements, a ditch is possible. Therefore, the road must be crowned and a modified dich section, including v-ditch and check dams, must be provided, as feasible to tie into existing grades offsite. In summary, requests 1 and 2 are granted, and request 3 is denied. The reduced cross sections may be constructed as proposed, with the exception that the road shall be crowned and ditch provided on the south side. Vertical curb shall be allowed only on the north side of the panhandle. \\CFWFILEI \Applications\CSDC\PROD\docs\save\160950_80006_06131916.DOC N The conditions of the right-of-way modification are applicable for one year from the date of this letter. If the work is not completed within this time period, this decision will be void and a new request for modification must be submitted. Should you have any questions, please contact Ann Dower, Senior Engineering plans Reviewer, at 253- 835-2732 or at ann.dower@cityoffederalway.com. Sincerely, Desiree Winkler, P.E. Deputy Public Works Director DW/AD:ss c: Veristone Homes 4, LLC, Attn: Tim Ho, 6725 116th Ave NE Suite 210; Kirkland, WA 98033 Becky Chapin, Senior Planner Cole Elliott, P.E.; Development Services Manager pf/ad Electric df \\CFWFILE 1 \Applications\CSDC\PROD\docs\save\160950_80006-06131916.DOC Sm 19 -11D5 3qj RECEII . ED NOV 0 6 2019 CITY OF FEDERAL WAY COMMUNITY Q CONSULTING E N G 1 N EE R S LLC �Fi '*1 November 1, 2019 Mr. EJ Walsh, Director City of Federal Way Public Works 33325 81h Avenue S Federal Way, WA 98003 Job No. 2069-001-019 RE: File #19-101820-00-SU; Request for Street Improvement Modification The Hills, Parcel Number 302104-9173, Federal Way Dear Mr. Walsh: On behalf of Veristone Homes 4, LLC, ESM Consulting Engineers, LLC is submitting this request to modify the required street improvements for The Hills Preliminary Short Plat. The City of Federal Way Official Zoning Map identifies parcel no. 3021049173 as zoned RS 15 which allows 1 dwelling unit per 15,000 SF. The gross parcel size is 114,190 SF or 2.62 acres. The proposed preliminary short plat seeks to subdivide this parcel into 6 buildable lots, 1 stormwater tract, and dedicate right-of-way for the extension of SW 365th Street. In total, the proposed length of right-of-way on The Hills Preliminary Short Plat site will be approximately 626 linear feet with a variation from 36 feet in width up to 44 feet in width. This parcel has an existing configuration that represents a typical pan handle lot or flag lot configuration. The "handle" or "flagpole" of this parcel measures 36 feet wide by 214 feet long and has direct access onto 611 Ave SW located on the west side. To the east, near the southeast corner of the parcel, the adjdining property has preliminary short plat approval (Montevista) for the development of 7 lots and an internal roadway identified as an extension of Yl Place SW into SW 3651h Street by means of a type "X" local street. Per the City of Federal Way Street Standards 3-2X, the type "X" local street cross section contains 3' of utility strip, 5 feet of sidewalk, 8 feet of ditch, and 10 feet of travel way on each half- all contained in a 52-foot right-of-way. Staff identified during the pre -application conference that the proposed extension of SW 3651h Street will need to continue with the type 'Y' local street standards. Given the pre-existing constraints on the site, Veristone Homes 4, LLC is seeking a modified type "X" local street for The Hills Short Plat. Where the 214 foot long "panhandle" or "flagpole" portion lies, the modified street will contain a 3 foot wide utility strip, 5 feet of sidewalk, vertical curb and gutter, 20 feet of travel way, and 8 feet of native ground to accommodate 3:1 side slopes and future ROW improvements. The remaining 412 feet of the right-of-way will contain a 3-foot-wide utility strip, 5 feet of sidewalk, 8 feet of ditch, 20 feet of travel way, and 8 feet of native ground to accommodate 3:1 side slopes and future ROW improvements. Instead of crowning the asphalt travel way, this modification will warp the road at a 2% slope towards the 8-foot wide ditch. 33400 8th Ave. S Ste 205 Tel (253) 838 6113 Everett (425) 297 9900 Federal Way. WA 98003 Fax (253) 838 7104 Toll Free (800) 345 5694 www.esmcivil cam Mr. EJ Walsh November 1, 2019 Page 2 Pursuant to FWRC 19.135.070, this letter requests that the director consider modification to the required street improvements for the following reason: 1. Unusual topographic or physical conditions preclude the construction of the improvements as required. Parcel 3021049173 of which The Hills Preliminary Short Plat is located on has been defined by prior land divisions with King County. The configuration has provided a 36-foot wide section of the parcel with direct access onto 61h Ave SW. Presumably this configuration was created to prevent this parcel from becoming land -locked by other parcels. This 36-foot wide access is flanked on either side by parcels under different ownership from the applicant and their affiliates. Therefore, this narrow strip of land cannot accommodate the full width right-of-way of a Type X local street unless additional land is acquired. Future divisions of land or site development of the parcel to the south may allow for additional right-of-way dedication and full width street improvements. As currently presented the proposed short plat can only provide a little less than '/4 or 75% of the local street standard for approximately 214 feet. Furthermore, the remaining 412 feet of ROW must make proper attempts to align with adjoining ROW of the Montevista plat. The full street type "X° ROW width cannot be accommodated because the placement of adjoining ROW alignment is located too far south. Therefore, 44 feet is the maximum ROW width for this 412-foot segment. If there are any questions or a need for further clarification, please feel free to contact me at (253) 838-6113 and I would be happy to discuss them with you. Sincerely, ESM CO SULTING GINEERS, LLC. TON DUCKS, P.E. Project Engineer \\esm8\engr\esm jobs\2069\001\019\document\letter-002.docx 11/21/2019 ags_93bO56478a8445a7a24edf21c4eed791.pno_(8o OX6OO) DS r31 �61 0 o o RC-i 36319 9124 3063 36327 0050 3641L 9C�5� SW 3C�5[h �l71 s 17407 Y � 36515 0 C)o95 529 9.I 54 'OS5 �'`3�6b'19 9166 C11 V670 616,�J � zags gism aps. king county.gov/arcgis/rest/directories/arcgisoutput/Printing/PrintingService_GPServer/_ags_93bO56478a8445a7a24edf21c4eed791.png 1/1 Da SIg, Envelope lD:3BIA 2EE-05664M-A05E B5707131 DO% 370 365 360 355 350 345 340 335 I i I � \ TTSTTNG PIROUND � I p I NI t. EI:EV 338:50 � 6" SEDIM4AfIT � •• i I STOR :E V� 1 +00 POND QROSS SECTION A -A SCALE: 1 =20' HORIZ. 1— VERT. LOT 11 LOT 1 TAX PARCEL 302104-9171 CHUNG II LEE RS15,0 LOT 2 TAX PARCEL 302104-9059 PHIL GIBONEY RS15,0 370 365 360 355 350 345 340 335 370 365 360 355 350 345 340 335 A PORTION OF SECTION 30, TWN. 30 N., RGE. 4 E., W.M. 370 365 360 355 350 345 340 335 1+80 1+00 PDND CR05�SE�ON B-B SCALE: 1"=20' HORIZ. 1"=5' VERT. THELWIN HEIGHTS LOT 10 TAX PARCEL 859490-0110 VERNON JOHNSON RS15.0 KCSP 1086038 REC- NO. 8803100658 LOT 3 i TAX PARCEL 302104-9172 PRELIMINARY STREET LAURA SIMONIAN LIGHT LOCATION (TYP) RS15.0 FUTURE WATER MAIN Cy y- �I; _ 7 LWSD 06316006 SIGHT DISTANCE CALCULATIONS PER 2011 AASHTO SEC. 9.5 POSTED SPEED = 25 MPH (6TH AVE SW) DESIGN SPEED = 30 MPH (6TH AVE SW) IINTfReCC-.T10N SITE DISTANCE: LEFT TURN = 335 FT. RIGHT TURN = 290 FT. TRAVELED WAY SETBACK = 14.5' VOL, 71, PG. 8 LOT 9 LOT 8 LEGEND sD EXISTING STORM DRAINAGE 5 EXISTING SANITARY SEWER e+ EXISTING WATER MAIN PROPOSED 12"0 STORM DRAINAGE — — — — — PROPOSED LOW PRESSURE SEWER MAIN r PROPOSED 8"0 WATER MAIN ►� WATER VALVE FIRE HYDRANT SANITARY SEWER MANHOLE ® CATCH BASIN, TYPE 1 STREET LIGHT PROPOSED LOT LINE --�--^� PROPOSED RIGHT OF WAY LINE •----•......••-...... BUILDING SETBACK LINE — — — — — PROPOSED EASEMENT LINE PROPOSED CONTOURS • EXISTING CONTOURS — — — PROPOSED CLEARING LIMIT LINE LOT 7 TAX PARCEL 859490-0090 TAX PARCEL TAX PARCEL PATRICK WALSH 859490-0080 PAUL SOTO JR 859490-0070 RS15.0 RS15,0 JESUS DIAZ LANDAVERDE •I \_ \ FOUND REBAR & CAP RS15.0 LS #36795 \ I ' 1 s�� �� FOUND REBAR &CAP 20' NORTH OF LINE 2- V w � �. j•%e V� � �,aa LS #10708 ` ua�s. f e \• y r - - ' 0.4' EAST OF CORNER. \ ' 1 17,617 S.2F- (GROSS) ' 1 ! I I I1 --I- ` i., `11 5 �17.702 S,FF.. (GROSS) 15,142 S.F (NET) ! 15,227 S.F. (NET) , I T t ADS' 1.0, \�•-� S'JORWATER [EASEMENT I0...: . ...... ...... 30. in } & IUTIMES EASMENT 'I 1 { -16' PAVEMENT ,�, (GROSS) - ( I 1¢ �5,060 5 15.060 S.F. (NET) ` 1� 15,000 S.r. � (NET)) 1 ` 1 .PROPOSED WATER 1\ EASEMENt , SEWER PROPOS ,PROPOSED SEWER Ei7 _ 'EASEMENT �' 1 I 'EASEMENT _SW 3_ 6511 TH_ IST S 11 - — FOUND REBAR & CAP Or it 0.2' NORTH OF CORNER FUTURE LOW - _ _ '<'' `U, IF p z j0 `'\� PRESSURE MAIN '( TAX PARCEL LWSD #6316006 TAX 'PARCEL { 9154 302104-9052 3AEL& KRIS MICHAEL & KRISTNE MICHAEL D. MARTIN Ie ea TIN n SCALE: 1 " = 30' 86 15 :D 3r 60 CONTOUR INTERVAL = 2' r' �f! 1 1 I y' l IT STORM r STORAIWATER OUTFALL CASEMENT ', i n9 CONNECTION TO 50' 11 I l 11 \ 1 DISPERSION TRENCH r 1'HE TRACT A f -{STORMWATER} 1 `1 16.605 S.F l - j°► ! STORIAWATER + S 1N TRACT A OF CONTROk MONTENSTA SHORT PLAT srrr�GTUR�I I` ! \ \ ' I I-.� i \ �. MENT UNSTbRMWATE\---.._. ....-...—i.._.. Tjt�EATIT l 1 \ I PftOP05 1'P�.1 \ \ 1 20' INGRESS/EGRESS I & UTILITIES EASMENT 5 _ , II PARM \ I '.Y 3D21049069 1 t ` , '� \ \• . 11 18.828 S.F. (GROSS) DNTEViVA I \15,732 S.F. (NET) ` �PARH5:D � �, R511 � �� `• � � 1 � 1 � 1 � 4 I 51-0 RT PLAT �I i \ NOT .— AECOM 16 PAVEMENT •// �� � 1' � L-- � + 111t 1 \ \ LOT 4 \ 'Mb \ '!'I 1� rE TAX PARCEL • \02104-9173 j 6 `l 11 S 15.110 S.F. (GROSS) J \ / 15,110 S.F. (NET) I f 1------••--i_-- -----` ....... ---! ..._..I ,PROPOSED WATER 1 1 41RM - - - _ - -- ._ - Rom— TAX PARCEL 302104-9088 CLARENCE O'NEILL -