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17-10298641k CITY OF Federal Way DATE: June 30, 2017 TO: ROW MOD Request Review Team FROM: Kevin Peterson SUBJECT: FEDERAL WAY SELF STORAGE - (17-102986-00-SM) 33620 21ST AVE SW MEMORANDUM Public Works Department Attached, please find 3 separate Street Modification Request/Action forms for the above -reference project. The project site is the vacant Albertson's building at 21st Ave SW and SW Campus Drive, and the site has partial street frontages along both 21st and Campus Drive, and fronts 19th Ave SW along its entire eastern boundary. C,TY OF PUBLIC WORKS Federal Way DEPARTMENT STREET MODIFICATI0 1 REQUEST / ACTION Project Name Federal Way Self Storage (vacant Albertson's site) Permit # 17-102956-UP and 17-102958-SE Location 33620 21st Ave SW This site has `fronta e' along 21st Ave SW. SW Campus Drive. and _19th Ave SW Request 21" Ave SW - The applicant is requesting a modification to our standards- requesting a waiver to street widening, but proposing to construct the planter strip and sidewalk to our standard and also dedicate the necessary right of way. Staff Analysis 21st Ave SW is classified as a Principal Arterial, corresponding to City Standard Street Section `E' (see attached). The current improved street section along this project frontage (generally) consist of a 56-foot wide roadway (2 north -bound lanes, a center left turn pocket, and 2 southbound lanes), 4-foot planter strip, and 5-foot sidewalk, within a 78-foot right of way (42-feet from roadway centerline to right of way). A C-curb runs the length of the frontage. This C-curb performs the same function of the median as shown on City standard street section `E', restricting any left -turns into this site and restricting the 2 existing driveways on the site to right -in and right -out only. Currently, there are no streetlights along this property frontage (on either side of 21 S), and there is what appear to be 115kv transmission lines with 3-phase distribution power lines overhead, along this sites frontage. Requirements / Conditions of Approval Development Services staff recommends approval of this modification to our standards, since currently 21 st Ave SW is improved with the required number of lanes, the c-curb functions as the `median', and any additional pavement widening for this section of frontage would not function properly, since we could not require the widening to extend beyond the north property line to the intersection with SW 336th St. ��;:ate -%'(r —1 S Condition: Require streetlights per City standards along their property frontage. Staff Recommendation: Initial Date Approve Deny Development Services Reviewer L14 �-1 l Lf Development Services Manager CZ 43 19 El Traffic Division Reviewer Traffic Division Manager 1 7 Deputy Director 0- i Director Decision i O g � t LVomiletters\Street Mod Request Form - FW Self Storage (A]bertsons) 21 st Ave SW.docx Scan completed form into Amanda folder Zl s-r I've; S CROSS SECTION TYPE E 4 LAN ES + MEDIAN 3' 8' 6' * 12' 1 1 ' 1 1 ' 6' 12' 12' 6' * 8' Util. Sidewalk Planter Left Turn Planter Sidewalk Strip Median (where LT not needed) 64' MINIMUM PAVEMENT SECTIONS PRINCIPAL MINOR 0.30' HMA CL Y2", PG 64-22 0.67' HMA CL Y2", PG 64-22 0.85' HMA CL 1 ", PG 64-22 0.50' CSTC 0.50' CSTC OR 0.30' HMA CL Y2", PG 64-22 0.85' ATB NOTES: * PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. 3' REV:FEBRUARY crm OF PUBLIC DWG. NO. o @ff&p &F WORKS ARTERIAL 3-2E CD u x, 03 0 C, 3 ol F >E c y 52- -Avc 6 Q m j 3 3 -Z, E . a— oj 6 lo -- a- Aig o M o 3 Vj- Av- "'t, 'ok, CITY OF 400 Federal Way REV cS eD STREET MODIFICATION REQUEST Project Name Federal Way Self Storage vacant Albertson's site Permit# 17-102956-UP and 17-102958-SE PUBLIC WORKS DEPARTMENT / ACTION Location 33620 21st Ave SW This site has `frontage' along 21 st Ave SW. SW Campus Drive and 19th Ave SW Request: SW Campus Drive - The applicant is requesting waiver of all physical street improvements, and is only proposing to dedicate the necessary right of way to meet our standard. Staff Analysis: SW Campus Drive St is classified as a Principal Arterial, corresponding to City Standard Street Section `I' (see attached). The current improved street section along this project frontage (generally) consist of a 78-foot wide roadway (2 east -bound lanes, double left -turn lanes onto southbound 21st Ave SW, 2 west -bound through lanes, and a right -turn pocket onto northbound 21st Ave SW). Where this property abuts Campus Drive, there is a 3.5-foot wide planter strip, and 5-foot sidewalk. In general, other than along this property frontage, this section of Campus Drive has no planter strips, and the sidewalk width varies. A C-curb runs the length of this site's frontage, restricting any left -turns into this site at its `shared' driveway with the Taco Bell restaurant. There is a break in the curb just to the east of the property, allowing for left -turns into the site at its shared driveway with the separate retail development that's adjacent to the north side of the old Albertson's building. The existing (1/2) right of way width on the south side is 42-feet. Requirements / Conditions of Approval Development Services staff consulted with Traffic Division, and the recommendation is to deny the request to waive any improvements, and instead believe that a modification to our standards is appropriate. The suggested modification would be to require that new sidewalk be constructed adjacent to the back of curb, and match the width of the existing sidewalk to the west and east of this section. This would be consistent with recent improvements constructed along the north side of Campus Drive, as well as matching the exis ing sidewalk along the south side of the street. It is also recommended to have the developer reconstruct the est (near Taco Bel]) driveway to meet current City and ADA standards, and install overhead lighting at bot driveways to improve nighttime visibility. Right of way dedication will be 1-equired. E �"- Li Staff Recommendation: Initial Date Approve Deny Development Services Reviewer C 1 Development Services Manager rt hal Traffic Division Reviewer �� 1 Traffic Division Manager _ 0 a. I V Deputy Director ❑~' Director Decision [Mormletters\Street Mod Request Form - FW Self Storage (Albertsons) SW 336th St.docx Scan completed Form into Amanda folder 941 co►A $ 1)(Mv e CROSS SECTION TYPE 5 LANES 3' 8' 6' * 1. 12' 1 1 ' 12' 1 1 ' 12' 6' * 8' 3' lUtil. Sidewalk Planter Center Lane Planter Sidewalk Util. 58' 9 2' MINIMUM PAVEMENT SECTIONS PRINCIPAL MINOR COLLECTOR 0.30' HMA CL Y2", PG 64-22 0.67' HMA CL Y2", PG 64-22 0.50' HMA CL Y2", PG 64-22 0.85HMA CL 1 ", PG 64-22 0.50' CSTC 0.50' CSTC 0.50' CSTC OR OR 0.30' HMA CL Y2", PG 64-22 0.30' HMA CL Y2", PG 64-22 0.85' ATB 0.70' ATB NOTES: * PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. REV: FEBRUARY 20M PUBLIC ARTERIAL/COLLECTOR DWG. No. WORKS 3-2I Al E _pp 9 N } 4 E c c c �U - d�a 10 p� yE� os8m� �S E y�ya� ib C O Y IRE T• Nl C 10 N gt5v5 ti •. I a � a � f/1 k Z O o,pU c�� LGJL,�� -� v� ;9E �Ja � U N tE � •3 E t s 9'1= m 9r6 CITY OF Federal Way PUBLIC WORKS DEPARTMENT STREET MODIFICATION REQUEST / ACTION Pro'ect Name Federal Way Self Storage vacant Albertson's site Permit # 17-102956-UP and 17-102958-SE Location 33620 21st Ave SW This site has 'frontage' along 21st Ave SW SW Campus Drive and 19th Ave SW Request: 19th Ave SW - The applicant is requesting waiver of all physical street improvements, but is proposing to dedicate the necessary right of way to meet our standard. Staff Analysis: 19th Ave SW is classified as a Minor Collector, corresponding to City Standard Street Section `R' (see attached). The current improved street section along this project frontage consists of a 35-foot wide roadway (single north- and south -bound lanes, with a center left turn lane and left turn pocket at SW Campus Drive), an 8-foot sidewalk (adjacent to the curb), within a 60-foot right of way (28-feet from roadway centerline to right of way on the project side of the street). A short section of C-curb runs in front of the driveway near SW Campus Drive, making this a right -in, right -out only driveway. There is a drop-off behind the sidewalk that runs approx. 2/3 the length of the property frontage that varies in height from 1 to 4 feet. The back edge of sidewalk is supported by a rockery throughout the length of the drop-off. Requirements / Conditions of Approval Development Services staff consulted with Traffic Division, and the recommendation is to approve the request to waive any improvements. Construction of improvements (street widening, planter strip, and sidewalk) would be difficult due to the difference in elevation along the frontage. Additionally, street widening at the intersection with Campus Drive would necessitate the relocation of the traffic signal pole and several utility vaults and risers (see attached photo). Zow w kX'V h 'Y- s— Recommended condition of approval of this waiver would be to have the existing driveway be reconstructed to meet current City and ADA standards, dedicate right of way along the property frontage, and have the applicants engineer verify if the existing street lights along the east side of 19th can be modift d to meet current City standards, and if f asibl , to upgrade the street lights. L� i r Mon•t' 1nc}�vt. bo tier [� dA;C. C_►... C-'%'KVU A- ` N Staff Recommendation: Development Services Reviewer Development Services Manager Traffic Division Reviewer Traffic Division Manager Deputy Director Director Decision Initial Date Approve Deny Lf 4�� V ❑ Cz 3 r N!r ❑ 0 f Z017:1- ltel ❑ [IR11,4 0 1- ( \ vi ❑ I:\formletters\Street Mod Request Form - FW Self Storage (Albertsons) 19th Ave SW.doex Scan completed form into Amanda folder I � -r*-1 J44s S w CROSS SECTION TYPE R 2 LANES + PARKING 3' 6' 4'* 8' 12' 12' 8' 4,* 69 3, I op Util. a c Parking Parking o a Util. Strip f ' m f Strip 7 40' MINIMUM PAVEMENT SECTIONS MINOR COLLECTOR LOCAL 0.25' HMA CL Y2", PG 64-22 0.25' HMA CL Y2", PG 64-22 0.17' CSTC 0.17' CSTC 0.50' CSBC 0.42' CSBC NOTES: * PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. REV:FEBRUARY DWG. NO. F 0 0 o p %way WORKs COLLECTOR/LOCAL 3-2R C7) � i I a r - -dry 1' �ma -52j! •E� B n; E U � m m �n �a c m t-v [ N RE'a ,jc Z 0 C �7 O o Eov a s p d �8s C, 1� iA qWL MEMORANDUM CITY OF Federal Way Public Works Department DATE: July 11, 2017 TO: ROW MOD Request Review Team FROM: Kevin Peterson SUBJECT: FEDERAL WAY SELF STORAGE - (17-102986-00-SM) 33620 21ST AVE SW (REVISED) Attached, please find 3 separate Street Modification Request/Action forms for the above -reference project. The project site is the vacant Albertson's building at 21st Ave SW and SW Campus Drive, and the site has partial street frontages along both 21st and Campus Drive, and fronts 19th Ave SW along its entire eastern boundary. Please note — the forms for both 21st Ave SW and SW Campus Drive have been revised to indicate additional conditions to provide street lights along the 21st Ave frontage, and lighting at the 2 driveways on SW Campus Drive. The 19th Ave SW action form has not been revised, but is included in this packet for final Deputy Director and Director sign -off. (old A 16, I s ,3"- j U, , z l5j- s j) E CA S � �,4 + S 1 rJ� 0 S°�"'� 7 �-p (X�-fX I G d Kr � • � C� C �. 5 1 �� C ��1 �ki .e}. rG -- - - - - - -_. --- - -- d-z, LJ - Z o-' 5 %.-�� w • 9 7 p�(-4-11-<..� Je, ` L k1 U_ `Ak J j } 1 L �.�i Alj G L, f of � �.S p N S1 r1> 9LJ �:7- IozC1(aGIt. r3mos June 21, 2017 Mr. Marwan Salloum, PE Public Works Director City of Federal Way Public Works Department 33325 8th Avenue South Federal Way, WA 98003 Project: Federal Way Self Storage, AHBL No. 2170003.10/.30 Subject: Request for Administrative Decision for Roadway Modifications Dear Mr. Salloum: The purpose of this letter is to request an administrative decision for modifications to roadway standards for a proposed redevelopment project at 33620 21st Avenue SW. The site was previously developed with an Albertsons grocery store; the store has since closed and has remained vacant for several years. The applicant desires to demolish the existing building and redevelop the property as Self Storage. The project will include four, two -level buildings with a secured loading/unloading area, a small customer parking lot, and an administrative office. S W CPIIPUS OR I S W 330TN ST I `�• 11T S f •� i EXISTING FAST FOO I I I I I tSJ' M1:� sTP1 i P sN! I ¢ I is `e OFFCE I � N a� lsf ' PROPOSEDS I Yc 6 l- — i Figure 7 — Conceptual Site Plan �e I `� , HLGEI b E® JUN 21 2017 CITY OF COM uNrrY FEDERAL NT Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TA COMA 2215 North 301h Street Suite 300 Tacoma, WA 98403-3350 253.383.2422 www.ahbl.com Mr. Marwan Salloum, PE June 21, 2017 2170003.1000 Page 2 of 10 The subject property occupies two parcels, depicted in green below. These parcels occupy portions of the block along SW Campus Drive between 19th Avenue and 21st Avenue SW. The residual areas on the block are owned by other parties and are not a part of the redevelopment proposal. The project does not control the corner at SW Campus Drive and 21st Avenue SW. Figure 2 — Existing Site Boundaries In addition to this roadway modification request, the applicant is seeking the following two land use permits to facilitate the desired redevelopment project: Process III - The applicant is pursuing a Process III land use application to allow the use and the proposed site design. This is required prior to building permit issuance. Boundary Line Adjustment (BLA) — The applicant intends to submit for a BLA midway through the Process III review to reconfigure the existing outparcel along 21st Avenue to be oriented to Campus Drive; this will keep most redevelopment actions on a single parcel. In a pre -application meeting summary letter sent on February 16, 2017, it was brought to our attention that half -street improvements and right-of-way dedications may be required for each of the abutting streets, consistent with roadway cross -sections depicted in Chapter III of the Federal Way Comprehensive Plan. FWRC 19.135.070 indicates that the Public Works Director may modify defer, or waive the requirements after consideration of a written request. The applicant requests an administrative decision for modification to roadway standards for the project. The following sections of this letter highlight the specific requirement and requested modification, as they relate to each of the abutting roadways. The modification responses coincide with the modification criteria outlined in FWRC 19.135.070 for modifications, deferments, and waivers. f ATHIBIL] Mr. Marwan Salloum, PE June 21, 2017 2170003.1000 Page 3 of 10 21st Avenue SW (Cross Section "E" Street) 21st Avenue SW is designated as a Principal Arterial. The pre -application meeting summary letter states that, assuming a symmetrical cross section, this would require right-of-way dedication and half -street improvements consistent with a Cross Section "E" street. r L V G _ 12' „ + 1r +e+ lr ,r d+ 1 JY unrum �.+. w�.r uu. �17 16 i 12- --� %* (V*MLrlla[ra ism 64' 9B' Figure 3 — Cross Section "E" Street The existing pavement areas are constructed similar to the adopted cross section; however, the pedestrian facilities vary from the adopted standards. The applicant intends to improve the pedestrian environment along the ±280 feet of frontage; this includes adding a 6-foot planter, an 8-foot sidewalk, and a 3-foot utility strip. Figure 4 — 21st Avenue SW looking north 0003 Mr. Marwan Salloum, PE June 21, 2017 2170003.10/.30 Page 4 of 10 The applicant seeks a modification from performing improvements to 21st Avenue SW, which would require widening the outer travel lane from 11 feet in width to 12 feet because the street aligns with the recently constructed improvements to the north and because the applicant does not control the parcel situated at the southeast corner of SW Campus Drive and 21 st Avenue SW. Proposed — Improvernents to 21st Avenue SW City Standard Existing Proposed Notes Condition Condition Right-of-way Dedicate ±7.25 ft Full ROW dedication. t98 ft of ROW 12 ft outer lane 10 to 11 ft No Change Modification requested. 6 ft center No Change An existing left -turn lane extends across the median/turn site's entire frontage, allowing turning lane Yes movements into the Safeway shopping center and onto SW Campus Drive SW 336th Street). 6 ft planter None Provide 6 ft Street trees to be planted. 8 ft sidewalk 5 ft I Construct 8 ft Enhance the pedestrian environment. 3 ft utility strip - t Provide 3 ft Response to Modification Criteria FWRC 19.135.070 for 21st Avenue SW (1) The improvement as required would not be harmonious with existing street improvements, would not function properly or safely or would not be advantageous to the neighborhood or city as a whole. Suggested Finding: Street improvements along the 280 feet of frontage would result in an awkward jog in the northbound travel lanes to increase the lanes by 1 to 2 feet. This would create a difficult stretch of roadway alignment, as lanes would taper back down to align with the roadway sections to the north and south. Lane reconstruction would also impact traffic flow during construction. Lane improvements in this section would not be advantageous to the neighborhood, as it would create an unpleasant streetscape. (2) Unusual topographic or physical conditions preclude the construction of the improvements as required. Suggested Finding: The physical width of the property's frontage on 21st Avenue SW is only about ±280 feet and does not include the corner of 21st Avenue SW and SW Campus Parkway. Roadway improvements would require slightly wider lanes than currently exist; this would require the lanes/curbs to be tapered to the north and south to tie into the existing roadway improvements. (3) Proper vertical or horizontal alignments cannot be determined because the existing streets do not have correct alignments. Suggested Finding: The proposed modification to maintain existing lane widths will not result in incorrect vertical or horizontal alignments along 21st Avenue SW. Mr. Marwan Salloum, PE . June 21, 2017 2170003.10/.30 Page 5 of 10 dw ps Milo (4) The required improvement is part of a larger project that has been scheduled for construction in the city's adopted six -year transportation improvement program. Suggested Finding: To our knowledge, these improvements are not identified on the City's adopted six -year transportation program. 19th Avenue SW (Cross Section "R" Street) 19th Avenue SW is designated as a Minor Collector. The pre -application meeting summary letter states that, assuming a symmetrical cross section, this would require right-of-way dedication and half -street improvements consistent with a Type "R" street. The curb -to -curb width for Cross Section R is 40 feet. d � 4 6' 3' Snip UR �, PaAGg pM�qUIL Selp 40' 65' Figure 5 — Cross Section "R" Street The existing 19th Avenue is fully improved in a design that differs from the adopted cross section. The existing street has one travel lane in each direction, a center turn lane, and sidewalks immediately abutting the existing curb and gutter. The total curb -to -curb width is approximately 35 feet. The street has a signalized intersection at SW Campus Drive and serves as a collector for the Fred Meyer grocery store, Twin Lakes Post Office, Saghalie Middle School, and residential neighborhoods to the south. 0000 Mr. Marwan Salloum, PE June 21, 2017 2170003.1000 Page 6 of 10 Figure 6 —19th Avenue SW looking south The adjacent and proposed buildings are suburban in character and set back from the public sidewalks. Refreshed landscaping will be planted on the site along the right-of-way as part of the site development; this will include new shade trees and ground cover. Proposed Im rovements to 19th Avenue SW City Standard Existing Condition Proposed Condition Notes Right-of-way 66 ft Dedicate ±5.25 ft of ROW Full ROW dedication. 12 ft travel lane 11 to 12 ft No Chan e Modification request to reflect that the applicant does not intend to add on -street parking to a street that does not currently 8 ft parking lane None No Change include it. The applicant still proposes to dedicate the half -street width for the City's future use. Modification requested to place 4' planter None No Change landsca in behind sidewalk. Modification requested to allow for the 6' sidewalk Yes No Change continued use of existing 7.5-foot wide sidewalks. Response to Modification Criteria FWRC 19.135.070 for 19th Avenue (1) The improvement as required would not be harmonious with existing street improvements, would not function properly or safely or would not be advantageous to the neighborhood or city as a whole. 7ATH fB L Mr. Marwan Salloum, PE ■ June 21, 2017 2170003.10/.30 Page 7 of 10 slim Suggested Finding: The existing street is developed with a center turn lane, travel lanes, 7.5-foot wide curb -tight sidewalks, and mature planting along the right-of-way. The street is a primary vehicle route to serve the commercial development, middle school, and residential neighborhoods. Overall, the streetscape is in good condition. The required improvements would be inharmonious with the existing street improvements for the following reasons: (i) street parking is not provided on the other portions of the street, (ii) the area is suburban in character and appears to have high - traffic volumes; street parking may impact traffic flow near the intersection, (iii) all existing trees in the corridor are along the right-of-way, rather than between the back of curb and the sidewalk, (iv) the entire street has curb -tight sidewalks, (v) the adjacent buildings are not oriented to 19th Avenue SW and are separated from the street with parking lots and/or drive aisles, and (iv) the existing 7.5-foot wide sidewalk provides greater pedestrian circulation capacity than noted by the required cross section. Pedestrian circulation capacity is important for safe walking conditions for children that walk to Saghalie Middle School from the apartments north of SW Campus Drive. For these reasons, street improvements would not be advantageous to the neighborhood and would create an awkward exception to the street pattern. (2) Unusual topographic or physical conditions preclude the construction of the improvements as required. Suggested Finding: The existing street is has been designed and constructed quite differently than the adopted cross section. The entire corridor has a center turn lane and landscaping immediately behind curb -tight sidewalks. There is no street parking within the corridor. There are mature trees and plantings along the right-of- way/frontage and not between the sidewalk and the travel lanes. There are legacy uses along this stretch of 19th Avenue SW that have created physical conditions that have precluded the widening of the street to the adopted standards. The drive -through mail drop of the Twin Lakes Post Office places constraints on the alignment of the street along its easterly boundary for widening. There are unusual physical conditions that preclude the construction of the improvements as required, which include (i) the center turn lane extends through the corridor, which will not allow street parking to be added within the required right-of-way, (ii) the intersection at Campus Drive appears to handle relatively high traffic volumes, making street parking a potential hazard near the intersection, and (iii) the corridor's sidewalks are all curb -tight and full sidewalk replacement would result in an awkward pavement jog. (3) Proper vertical or horizontal alignments cannot be determined because the existing streets do not have correct alignments. Suggested Finding: The proposed modification to omit the parking lane and match landscape and sidewalk alignments along 19th Avenue SW will not result in incorrect vertical or horizontal alignments along the street. (4) The required improvement is part of a larger project that has been scheduled for construction in the city's adopted six -year transportation improvement program. Suggested Finding: To our knowledge, these improvements are not identified on the City's adopted six -year transportation program. [Bloom Mr. Marwan Salloum, PE June 21, 2017 2170003.1000 Page 8 of 10 5W Campus Drive (Cross Section "t" Street) Campus Drive SW is designated as a Principal Arterial. The pre -application meeting summary letter states that, assuming a symmetrical cross section, this would require ±3.5-foot right-of- way dedication and half -street improvements consistent with a Cross Section "I" street. 3 L B' -6' 1Y 11' lY 11' 17 6'_ B' Ji iY��lk �M Clpkln iYrM' 4.YMk! W. 59' 92' Figure 7 — Cross Section "I" The existing condition of SW Campus Drive closely resembles the adopted cross section. The existing street has two center left -turn lanes and trees are placed on the edges of the right-of- way behind the sidewalk. Southwest Campus Drive is a high volume, principal arterial. Recent improvements to the west of the site include sidewalks immediately abutting the curb and gutter with street trees placed behind the sidewalk. Figure 8 — SW Campus Drive (South 336th Street) with site to the right FRFHIBI Mr. Marwan Salloum, PE June 21, 2017 2170003.1000 Page 9 of 10 Proposed Im rovements to SW Campus Drive Existing Proposed Notes Condition Condition Right-of-way 92 ft Dedicate ±3.5 ft Full ROW dedication. of ROW Travel lane 11 to 12 ft No Change Generally consistent with adopted cross section and in good condition. 6 ft planter None No Change Modification requested to place planter behind the sidewalk, consistent with other recent improvements along SW Campus Drive. There is a curb -tight sidewalk section directly adjacent to the transit stop. 8 ft sidewalk Yes No Change Modification requested to maintain the existing 5-foot sidewalk location immediately behind the curb and gutter. The site only fronts small portion of the block length. 3 ft utility strip - Provide Provide utility strip for the areas between the new right-of-way line and the back of the existing sidewalk. Response to Modification Criteria FWRC 19.135.074 for SW Campus Drive (1) The improvement as required would not be harmonious with existing street improvements, would not function properly or safely or would not be advantageous to the neighborhood or city as a whole. Suggested Finding: Constructing frontage improvements consistent with the adopted cross section would be inharmonious with the existing street improvements in this immediate section of SW Campus Drive and the vicinity of the site. All street trees are located along the right-of-way edge behind the sidewalk. Furthermore, the property occupies only 181 feet of frontage and is located mid -block. If improvements are required, this small stretch of roadway frontage will appear awkward in relation to the overall streetscape. (2) Unusual topographic or physical conditions preclude the construction of the improvements as required. Suggested Finding: There are two physical conditions that preclude the construction of the required improvements. First, the property has only ±181 feet of mid -block frontage; this will be difficult to taper and tie into the curbs and sidewalks within this narrow distance. Second, there are two center left -turn lanes on SW Campus Drive, one more than illustrated in the adopted section. This precludes the ability to provide the literal dimensional standards prescribed in the adopted cross section (e.g., planter width and utility strip). (3) Proper vertical or horizontal alignments cannot be determined because the existing streets do not have correct alignments. Suggested Finding: The proposed modification to match landscape and sidewalk alignments along SW Campus Drive will not result in incorrect vertical or horizontal alignments along the street. 6080 Mr. Marwan Salloum, PE June 21, 2017 2170003.10/.30 Page 10 of 10 (4) The required improvement is part of a larger project that has been scheduled for construction in the city's adopted six -year transportation improvement program. Suggested Finding: These improvements are not identified on the City's adopted six -year transportation program. Thank you for your consideration of this modification request. If you have any questions, please contact me at (253) 383-2422 or via email at wfierst@ahbl.com. Sincerely, V JAAAn�- William J. Fierst, PE Senior Project Manager RG/lsk c: Justin Barnes, Wasatch Storage Partners Q:\2017\2170003\WORDPROC\Letters\20170621 Ur (Road Dev Req) 2170003.10.30.docx WIDOW N 2 3 4 5 6 its 339+14 (2$' LT & 7'LT) 45' AND 2'0-C. SEE WSDOTSTO PLAN 1 1 NIA 7,10.02, TYP AO CHI b' i4 14 _ A 337+77 B3' LT TO { 18 A1B 7+2i -5' L7 T069' L A1B37+95 (B3' LT), A'i3B450 � END [j] (W LT) U Z � � 2 O 33+00 N � A -'LINE 1 a�� 2 U I- - 9 SW 336TH ST � $ of ch Q l l f d ®r 7 CHANNELIZATION LEGEND TRAFFIC ARROW TYPE 1S. 2SL OR 2SR (TYPE A) 10 ❑ PROFILED PLASTIC TWO-WAY LEFT TURN CENTER LINE (TYPE D) ❑PLASTIC 1 SEE CITY DWG NO.3-21 SEE CITY DWG NO.3-18 PLASTIC WIDE LANE LINE (TYPE D) 11 PLASTIC WHITE DOTTED EXTENSION LINE (TYPE A) EPROFILED SEE CITY DWG NO.3-18 SEE CITY DWG NO. 3-17 PLASTIC CROSSWALK LINE (TYPE A) 12 PAINTED WIDE LINE SEE CITY DWG NO. 3-20 SEE CITY DWG NO.3-18 STOP LINE (TYPE A) 13 ❑ PLASTIC YELLOW DOTTED EXTENSION LINE (TYPE A) ❑PLASTIC 4 SEE CITY DWG NO. 3-20 SEE CITY DWG NO. 3-17 PROFILED PLASTIC WHITE LANE LINE (TYPE D) 14 ❑ 4" WIDE, PAINTED YELLOW LINE SEE CITY DWG NO. 3-18 SEE WSDOT STD PLAN M-17.10-02 PROFILED PLASTIC DOUBLE YELLOW CENTER LINE (TYPE D) 15 PLASTIC YIELD LINE SYMBOL (TYPE A) SEE CITY DWG NO. 3-17 SEE CITY DWG NOS. 3-21 AND 3.58 PROFILED PLASTIC YELLOW EDGE LINE (TYPE D) 16 PLASTIC ACCESS PARKING SPACE SYMBOL SEE CITY DWG NO. 3.17 SEE CITY DWG NO. 3-20 PAINTED DOUBLE YELLOW CENTER LINE 17 WHITE PAINT ON CURB SEE CITY DWG NO. 3-17 ❑9 YELLOW PAINT ON CURB 18 4'. WIDE, PAINTED WHITE LINE SEE WSDOT STD PLAN M-17.10-02 END 11 - BEGIN❑ 7 s1---- -- 1 340E 00 LJ E ND F2] (17' LT 3 & LT)) BEGIN 11 (17' LT) GENERAL NOTES: BEGIN 1. CENTER LINE OF NEW CROSSWALK ALIGNMENT SHALL BEAT LOCATIONS ON FACE OF CURB SHOWN WITH STATION AND OFFSET. 2. FOR SIGN SCHEDULE, SEE DWGS SS-1 AND SS-2. f AN f= U 7 Q 341+00 y s 0 1 z U _ cQ G C) CD N 1 �• �4 0 20 40 60 1-=40' DSGN M. KHUU I"_ 49 2161 AvL SW A T AG #11i ii9 i im tmo ION SHEET 63 of 92 VERIFY SCALE [tT110Y NOG CH-3 DR K. WHITEHOUSE ONNG. CH2MHILL® ONEINCAL Federal Way CHANNELIZATION AND SIGNING PLAN DATE FEB. 2013 CHK S. MAK oR IN J'424151 APVD M.JOHNSON NO. DATE REVISION D�1 BY APVD NO FILENAME: PS-CH-003_424151.dwg PLOT DATE: 1/8/2013 PLOT TIME: 8:43 AM 0 k 3 z i o 0 0 0 R 0 0 3 Z a I I1 i ENDL n 3 AP u A 342+07 (1 T LT) M F-- ._ 2+ V IEND F1 ♦ V Z=� � 7 O 342+OD U�D � �r o M 00141 LD END 5 I(17'LT', END[_2](V FIT) A DSGN M. KHUU OR K. WHITEHOUSE OHK S. MAK APVD M.JOHNSON 3 2 —L _ 3 4 T.21 N. R.3E. W.M. REVISION GENERAL NOTES: 1. CENTER LINE OF NEW CROSSWALK ALIGNMENT SHALL BEAT LOCATIONS ON FACE OF CURB SHOWN WITH STATION AND OFFSET, 2 FOR SIGN SCHEDULE, SEE DWGS SS-1 AND SS-2 BEGIN 1 2 1(8' LT) BEGIN 7(1T LT & 1T RT) BEGIN 6 (8' RT) AX AY 5 6 CHANNELIZATION LEGEND PLASTIC TRAFFIC ARROW TYPE 1S, 2SL OR 2SR (TYPE A) SEE CITY DWG NO.3-21 10 PROFILED PLASTIC TWO-WAY LEFT TURN CENTER LINE (TYPE D) SEE CITY DWG NO. 3-18 PROFILED PLASTIC WIDE LANE LINE (TYPE D) SEE CITY DWG NQ 3-18 11 PLASTIC WHITE DOTTED EXTENSION UNE (TYPE A) SEE CITY DWG NO.3-17 PLASTIC CROSSWALK LINE (TYPE A) SEE CITY DWG NO.3-20 12 PAINTED WIDE UNE SEE CITY DWG NO. 3-18 PLASTIC STOP LINE (TYPE A) SEE CITY DWG NO.3.20 13 PLASTIC YELLOW SEE CITY DWG DOT -FED 3- EXTENSION LINE (TYPE A) PROFILED PLASTIC WHITE LANE LINE (TYPE D) SEE CITY DWG NO. 3-18 14 4" WIDE, PAINTED YELLOW LINE SEE WSDOT STD PLAN M-17.10-02 PROFILED PLASTIC DOUBLE YELLOW CENTER LINE (TYPE D) SEE CITY DWG NO.3-17 15 PLASTIC YIELD LINE SYMBOL (TYPE A) SEE CITY DWG NOS. 3-21 AND 3-58 PROFILED PLASTIC YELLOW EDGE LINE (TYPE D) SEE CITY DWG NO-3-17 16 PLASTIC ACCESS PARKING SPACE SYMBOL SEE CITY DWG NO. 3-20 PAINTED DOUBLE YELLOW CENTER LINE SEE CITY DWG NO.3-17 17 WHITE PAINT ON CURB ❑9 YELLOW PAINT ON CURB 18 4" WIDE, PAINTED WHITE UNE SEE WSDOT STD PLAN M-17.10-02 END�t(VY LT & 21' RT) END u[j](10' RT) A -LINE �- SW 336TH ST N 0 20 40 60 1-=40' 21ST AVE SW AT SW 336TH ST INTERSECTION SHEET 64 of 92 1" = 49 AG #11-119 VERIFY SCALE CH2MHILL® cm OF Federal Way CHANNELIZATION AND SIGNING PLAN NOWG CH-4 DATE FEB. 2013 BARIS ONEINCHON ORIGINAL DRAWING. IPROJ. 424151 NO. FILENAME: PS-CH-004 424151.dwg PLOT DATE: 11812013 PLOT TIME: 8:44AM 0 0 0 0 i 2 5 f4 CHANNELIZATION LEGEND EPLASTIC TRAFFIC ARROW TYPE 1S, 2SL OR 2SR (TYPE A) SEE CITY DWG NO.3-21 10 PROFILED PLASTIC TWO-WAY LEFT TURN CENTER LINE (TYPE D) SEE CITY DWG NO.3-18 E l PROFILED PLASTIC WIDE LANE LINE (TYPE D) SEE CITY DWG NO.3-1B 11 PLASTIC WHITE DOTTED EXTENSION LINE (TYPE A) SEE CITY DWG NO.3-17 PLASTIC CROSSWALK LINE (TYPE A) SEE CITY DWG NO. 3-20 12 PAINTED WIDE LINE SEE CITY DWG NO.3-1B PLASTIC STOP LINE (TYPE A) SEE CITY DWG NO. 3-20 13 ❑ PLASTIC YELLOW DOTTED EXTENSION LINE (TYPE A) SEE CITY DWG NO.3-17 ElPROFILED PLASTIC WHITE LANE LINE (TYPE D) SEE CITY DWG NO. 3-18 14 4" WIDE, PAINTED YELLOW LINE SEE WSDOT STD PLAN M-17.10-02 PROFILED PLASTIC DOUBLE YELLOW CENTER LINE (TYPE D) SEE CITY DWG NO.3-17 15 PLASTIC YIELD LINE SYMBOL (TYPE A) SEE CITY DWG NOS. 3-21 AND 358 PROFILED PLASTIC YELLOW EDGE LINE (TYPE D) SEE CITY DWG NO.3 E17 PLASTIC ACCESS PARKING SPACE SYMBOL SEE CITY DWG NO. 3-20 ElPAINTED DOUBLE YELLOW CENTER LINE SEE CITY DWG NO. 3-17 17 WHITE PAINT ON CURB ❑9 YELLOW PAINT ON CURB 16 4" WIDE, PAINTED WHITE LINE SEE WSDOT STD PLAN M-17.10.02 3 4 T.21 N. R.3E. W.M. GENERAL NOTES: 1. CENTER LINE OF NEW CROSSWALK ALIGNMENT SHALL BEAT LOCATIONS ON FACE OF CURB SHOWN WITH STATION AND OFFSET. 2. FOR SIGN SCHEDULE, SEE DWGS SS-1 AND SS-2. BACK OF SIDEWALK (OR PROJECTION OF BACK OF SIDEWALK ON APPROACH DRIVEWAYS) C DRIVEWAY SIGNS SHALL BE LOCA I ED BETWEEN BACK OF SIDEWALK 8 ROW LINE ROW LINE J SHALL BE MARKINGSENT BE LOCATED AT ROW LINE OR P BEYOND BACK OF SIDEWALK IF ROW LINE IS NOT BEYOND BACK OF SIDEWALK TYPICAL DRIVEWAY STRIPING CH-1 TO CH-7 IL q IL q B xos*o4 END �[s LT) 12 \ BEGIN 3125 (6 LT)\ 13 1 u \ M BEGIN[ (JES R-0 \ \ \ \ 0� \ \ u) ti 0 zoo 19 H m — +00 20 0 U B-LINE -ZD 2 0 21 ST AVE SW +O 203*58.5 �. (h 6' END S0 (6' LT 8 RT) N8207+61 ' -- S23h•4T 1\\ \ BfG#N�(5.5LT) BEGIN [u sx r a n�_� I F1 I + �.4 2osi aD — �z 0 20 40 60 1._40. 21ST AVE SW AT SW 336TH ST INTERSECTION DSGN M. KHUU 11. — 40 AG #11-119 DR VERIFY SCALE 0Tr OF BAR[ ONE INCH K. WHITEHOUSE CHZMH ILL Federal Way CHANNELIZATION AND SIGNING PLAN CHK S $. MAK ORIGINAL DRAWING APVD M.JOHNSON Doi NQ DATE REVISION BY APVD FILENAME: PS-CH-006 424151.dwg PLOT DATE: 118I2013 O O --� c) O N SHCET 66 of 92 w9C' CH-6 WAIL FEB. 2013 N� J• 424151 PLOT TIME: 8:47 AM In C 2 CHANNELIZATION LEGEND PLASTIC TRAFFIC ARROW TYPE 1S, 2SL OR 2SR (TYPE A) PROFILED PLASTIC TWO-WAY LEFT TURN CENTER LINE (TYPE D) 10 SEE CITY DWG NQ 3-21 SEE CITY DWG NO. 3-18 ❑PROFILED PLASTIC WIDE LANE LINE (TYPE D) ❑ PLASTIC WHITE DOTTED EXTENSION LINE (TYPE A) 2 SEE CITY DWG NO. 3-18 11 SEE CITY DWG NO. 3-17 ❑PLASTIC CROSSWALK LINE (TYPE A) ❑ PAINTED WIDE LINE 3 SEE CITY DWG NO. 3-20 12 SEE CITY DWG NO. 3-18 ❑PLASTIC STOP LINE (TYPE A) ❑ PLASTIC YELLOW DOTTED EXTENSION LINE (TYPE A) 4 SEE CITY DWG NO. 3-20 13 SEE CITY DWG NO. 3-17 ❑PROFILED PLASTIC WHITE LANE LINE (TYPE D) ❑ 4" WIDE, PAINTED YELLOW LINE 5 SEE CITY DWG NO. 3-18 14 SEE WSDOT STD PLAN M-17.10-02 ❑PROFILED PLASTIC DOUBLE YELLOW CENTER LINE (TYPE D) ❑ PLASTIC YIELD LINE SYMBOL (TYPE A) 6 SEE CITY DWG NO. 3-17 15 SEE CITY DWG NOS. 3-21 AND 3313 PLASTICPROFILED YELLOW SEE CITY DWG NO. 3-20 EDGE LINE (TYPE D) 18 NG SPACE SYMBOL SEE CITY DWGNO. 3-1 PAINTED DOUBLE YELLOW CENTER LINE 17 WHITE PAINT ON CURB SEE CITY DWG NO. 3-17 ❑9 YELLOW PAINT ON CURB 1B 4" WIDE, PAINTED WHITE LINE SEE WSDOT STD PLAN M-17.10.02 I I"4AU 161 AP A 333408 (28' LT) Ar 17 U Z A. 4 END 2 r 2 9 E+ 0 3331 — Q r 17 17 0 N + + BEGIN 11 Mr- -- -= -- -- - __ — Q I END 2 END 17 BEGIN[ 5 BEGIN 17 9 1 N 0 20 40 60 cji I -1—.0. .4 DSGN M. KHUU rn •� g DR K. WHITEHOUSE CHK S. MAK �3{•�CYAL ti'G APVD M. JOHNSON NO. DATE REVISION 3 — 4 5 T.21 N. R.3E. W.M. B 212+30 MATCH TO DRAWING CH-7 1 AR I 1 CHUB 0 GENERAL NOTES: 5 _v— 8210+98 8 L1" 'OSRT ry I 4 1 1. CENTER LINE OF NEW CROSSWALK ALIGNMENT SHALL BEAT 1 + 7 511, 134}, LOCATIONS ON FACE OF CURB SHOWN WITH STATION AND OFFSET. 2 g BEGIN. END 13 2. FOR SIGN SCHEDULE, SEE DWGS SS-1 AND SS-2 5 Z AQ J ,5210+44 5k1 IO6210.4654'Ri B 210+5s 18 11 1 + I i ' END ; BEGIN { 1$.>� LT 8:16.6' RI} Q 5 210+55 1 T H 1) P I- 11 5211{2,1 50$'R BEGIN 13 (ag RT) + c— N 18 338F BEGIN � 0: B 2i0+07 f58.&' H11 13 210+89 28' LT TO3210+T2 8' LT 4 1• A 335+BT 16 L PC 4 ! 1 B 11 A 338444 5T L i A 3 +8B S& L c + 3 4 O ,1 3 11 + 1 1 BEGIN A 338+S:ti 51, 5' LT ID 5' RI' CH-6 A 335+31 END[j](16.5- LT) cr 4 1 BEGINE(1T LT) A 335+52 42 L 50 8'� A 337400 60,6 LT TO69'L 3 18 4 AS I 18 - -- ``Unn 1 + RT I V BEGIN 13 _. ,—, Z - 4 2 13 42 R / 3 9 5 3 + 3 1 50' R - A - O 338+00= , 73 �. l 3 2IS 0+00 ' _- 6 " —� 2 = �� 33 ❑ate— �� ' \I U 335+DQ y 33 ;n - m 1* Y I cQ `° SW 336TH ST 4 A 33 +25 V P O A 3334DB 42' R 11 r END 11 (8' RT) END E(S LT 8 6' RT) - END 17 si— + BEGIN E](5 LT 8 IT RT) END EJ(2B' LT 8 1.T RT) 4 —' ( M END 5 END 13 A I Q 8 {1T LT) __ -- di II II I II II II A 3 16' Li 7027.5' RT 1 A 336+54 _ A 335+64 42 R BEGIN 2 (39' LT, 17' 11' dB' L I ) 4 A + 3 BEGINE](2S LT 8 IT RT) 3 8209464 1TL PC 'X1 11 BEGIN 0 ... _ + 9 BEGIN 11 i I A 34' RT I 3 ENDEI Q S 209+47 5 T A 338+34 43' RT END F] (6' RT) 2 3 END 5 (17•LT&ITRT) 1 08+921 2094 TO RT. B 208+80 MATCH TO DRAWING CH-6 1„ = 40' 21ST AVE SW AT SW 336TH ST INTERSECTION SHEET 62 of 92 AG #11-119 VERIFY SCALE C/TY Of DWG CH-2 NO BAR IS ONE INCH ON CH2MHILL® Federal Way CHANNELIZATION AND SIGNING PLAN DATE FEB. 2013 ORIGINAL DRAWING. NO J. 424151 BY APVD FILENAME: PS-CH-002_424151.dwg PLOT DATE: 1/6/2013 PLOTTIME: 8:42AM 0