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HomeMy WebLinkAboutPermit 90-01-DR - CITY OF TUKWILA - CHRISTENSEN PARK DESIGN REVIEW90-01-DR SOUTH 180TH STREET SPERRY DRIVE CITY OF TUKWILA PUBLIC WORKS CHRISTENSEN PARK DESIGN REVIEW HEARING DATE: March 8, 1990 APPLICANT: REQUEST: LOCATION: ACREAGE: COMPREHENSIVE PLAN DESIGNATION: ZONING DISTRICT: SEPA DETERMINATION ATTACHMENTS: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW Prepared February 22,1990 FILE NUMBER: 90 -1 -DR Public Works Department, City of Tukwila Design Review and1Shoreline Permit (Substantial Development Permit) for traffic improvements, revision to existing warehouse parking lot, and modifications to Christensen Park / Interurban trail North side of South 180th Street and Sperry Drive (immediately west of the Christensen /Interurban Trail) Not applicable Light Industrial /Parks and Open Space CM (Industrial Park) A Determination of Non - Significance was issued on February 16,1990 (EPIC -3-90) A. Site Layout B. Profile, sections C. Signal plan D. Landscape plan (parking lot) E. Site Plan & cross- section (trail) /Z.6'7) 2/U o ntS o T(-f (S j2EY O kT t AI) C U . G Tree S771 P P-Crs grx zA 7 to YO Thee- (` O f .1, Of\f 3' 6 /PO 62,(5-7-67 STAFF REPORT to the B.A.R. FINDINGS VICINITY /SITE INFORMATION 1. Project Description: Relocation of the Frederick Sr Nelson warehouse driveway along with reconfiguring and restripping existing parking lot and the installation of a traffic signal and other frontage improvements at the intersection of South 180th Street and Sperry Drive. Project also includes the modification to the Christensen Park with the provision of parking, handicapped access, emergency vehicle access, relocation of existing fitness station and removal and replacement of existing vegetation. 2. Existing Land Use: Warehouse for Frederick & Nelson and trail /park. 3. Surrounding Land Use: Warehouse /office to the north, west and south. The Green River and West Valley Freeway are on the east. 4. Terrain: Relatively flat except for bank (up to 25% slope) between the river and the trail. 5. Vegetation: Existing landscaping (evergreen trees, shrubs and sod)in parking area as well as between the existing access driveway to Frederick & Nelson warehouse and the fence along the west edge of the trail right -of -way. 6. Access: South 180th Street. There are two existing driveways affected on the north side of 180th: the westernmost driveway accesses directly onto the Frederick & Nelson site and the second one to the east (which is chained at the north edge of the driveway apron) provides maintenance and emergency service access to the park /trail. BACKGROUND 90- 1- DR / &- 3 -SMP: Christensen Park Page 2 A mutual agreement between the applicant and the property owners has led to this proposed coordination of design and cost sharing. The purpose of the the proposed traffic signalization and driveway relocation project is to improve both safety the traffic flow in this area of South 180th Street. The realignment of the existing driveway access allowed the applicant through an easement with the property owners to provide additional parking for the Interurban Trail. Frederick & Nelson will have the exclusive use of the parking area within the easement during the day (until 5:30 P.M.) except for joint use for four sale periods each year to be agreed upon by the applicant and Frederick & Nelson. The project is located in the Shoreline area and will require an approval of a Substantial Development Permit (SMP). ' STAFF REPORT to the B.A.R. The propose City's Shorel' which are al Master Plan Overall Go In addition, City' Shoreli Economic P Public Acc Recreatio Conse p e o \ su oals # proposed'proje Program: s - Policy # 5 (p ent -G Poi' 4 Policy # 3 i ,e Y • • ss Ele Element ation Elemen ts,th ne �nvi inco and orate olicies ,of following goals a nm DECISION CRITERIA SHORELINE CONSIDERA r s' S SUBSTANTIAL DEVELOPM ' PERMI ct is located within the Sh ter Plan. The project's rted by the following . 10 (p. 4.1 p. 4.7) And 1 . tly, the • ' oject c . plie with all General Re Regul lions al. Standards, an Low Impact Zone,R Shore!, e M ter Program. pproval of the Shore Permit D? is an administra : ve process. Howev required, lihe proposed project. 90- 1- DR /9- 3-SMP: Christensen Park Page 3 t as noted in the mprovements ukwila's Shoreline d plocies of the ' ns, River Zone gulati • s and Standards of the ne Substa tial Development a Design R view (DR) is The applicable Tukwila Municipal Code (TMC) Design Review criteria are listed below in bold, followed by pertinent findings of fact. 18.60.050 GENERAL REVIEW CRITERIA (1) Relationship of Structure to Site. a. The site should be planned to accomplish a desireable transition with streetscape and to provide for adequate landscaping and pedestrian movement. h Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. c. The height and scale of each building should be considered in relation to the site. This criterion is not applicable since no structures are included in the proposed project. ' STAFF REPORT to the B.A.R. 90- 1- DR /91;- 3 -SMP: Christensen Park Page 4 (2) Relationship of Structure and Site to Adjoining Area. a. Harmony on texture, lines and masses is encouraged. h Appropriate landscape transition to adjoining properties should be provided. c. Public buildings and structures should be consistent with established neighborhood character.w d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. e. Compatibility of on -site vehicular circulation with should be encouraged. P2o Paso The alignment of the emistiwg driveway access will improve traffic flow along 4 1E— South 180th Street. The new alignment will provide safer ingress and egress to the site which needed for normal traffic conditions as well as for the large sales events which take place at the warehouse approximately four times a year. In addition, the removal of the existing driveway access to the park /trail removes the potential for further traffic congestion in that area along South 180th Street. The provision of public parking for trail users during the evenings is a benefit to the park /trail users. The inclusion of the handicap access at this location improves the availablility of the park /trail to the developmentally disabled. The regrading of the parking lot at the eastern portion of the site of the warehouse site allows surface water runoff to be directed away to the west to protect the park /trail and the river environment from any drainage impacts. The new street frontage improvements match existing improvements in the area and provide pedestrians with greater safety and convenience. (3) Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. h Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. c. Landscape treatment should enhance architectural features, strenthen vistas and important axis, and provide shade. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. f. Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or combination. g. In areas where general planting will not prosper, other materials,such as fences, walls and pavings of wood, brick, stone or gravel may be used. h. Exterior lighting, when used, should enhance building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should ' STAFF REPORT to the B.A.R. 90- 1 -DR /9 - 3 -SMP: Christensen Park Page 5 be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. Although the realignment of the driveway access involves the overall loss of landscaping on the site,; the proposed landscaping plan with it retention of plant material in some areas and enhancement in other areas maintains the necessary functions which the existing landscaping performs. The revised landscaping along South 180th Street still helps to soften the appearance of the warehouse on the site and provides the necessary screening and buffering of the parking use from the park /trail. The dimensions of the existing landscaping island along the major access for visitors and employees to the warehouse will be reduced, the landscaping island as revised retains the remaining landscaping and is sufficient is scale to maintain the overall proportions of landscaping to building. (4) Building Design. a. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings. b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments. c. Building components - such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components an ancilliary parts shall be consistent anitcipated life of the structure. d. Colors should be harmonious, with bright or brilliant colors used only for accent. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design. g. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. This criterion is not applicable since no structures are included in the proposed project. (5) Miscellaneous Structures and Street Furniture. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials shoud be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale, b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to the site, landscape and buildings. STAFF REPORT to the B.A.R. f .. 90- 1- DR /90- 3 -SMP: Christensen Park Page 6 The only street furniture proposed for the project is the use of permanent and removeable bollards used at the entrances to the emergency and maintenance vehicle access and the handicap access points respectively. The stains /colors used are standard for bollards at other park facilities. CONCLUSIONS A. The new alignment of the existing driveway access with Sperry Drive on the south side of South 180th Street and signalization of the intersection will enhance traffic flow and improve traffic and pedestrian safety. B. The reconfiguration and reconstruction of the existing parking lot do not result in a net loss of parking. The amount of parking provided and the dimensions of the parking spaces meet code requirements. The parking on the east side on the new driveway access (39 parking stalls) will be available to park /trail users after 5:30 P.M. onr G - j " S zf occ.c. 0S PA is TPJ ( st p-c �a R �- s a c. C There is some loss of interior landscaping within the parking lot. The e�as S ma'or veway access (used mostly for non -truck traffic) contains a landscaped 26 island feet by 5ffif feet) which separates incoming from outgoing traffic. This landscaped area will be reduced in size (17 feet byfeet). 65 C. Emergency vehicle access is presently from a driveway on the north side of South 180th Street (just approximately 150 feet to the east of the existing driveway to be realigned). The north end of this driveway is chained to prevent non - authorized vehicles from entering the park /trail at this point. Parking by trail users often takes place in this driveway which could prevent vehicle access in the event of an emergency. The new access does not allow the stacking of parked vehicles which might block access in the event of an emergency. Existing pedestrian access to the park /trail at this location will remain the same except that the existing driveway will be removed and replaced with paving OE feet wide) from the new sidewalk to existing trail connecetion. D. To accomodate the revision of the parking layout and provide new handicap and emergency vehicle access some of the existing landscaping must be removed. The requirement for side yard landscaping in a CM zone (Section 18.52.020 of the TMC) is a minimum of 5 feet. The proposed dimension of the revised landscaping (what will be retained and the new landscaping) ranges from 10 to 75 feet. STAFF REPORT to the B.A.R. 90- 1- DR /90- 3 -SMP: Christensen Park Page 7 RECOMMENDATIONS The Planning Division Staff recommends approval of Christensen Park /Sperry Drive Sr South 180th Street project. RWVING LIMITS 1 N RrS4'S6 W 50 • 00 IA- LINEN• _ 12 D/01/ n. CENTER STRIP% USC & GS 31 S ee•46'i? i -- --TAP - , ,t/ ( -4. CURVE DATA DRIVEWAY DR A LOW 6 J••26'10- 37.5257 90•Woo. CLAvE NO. CI u 03 R Ingo 120 CO As co T 4257 01.20 3092 an TB 52 5070 ewes RETURN ELEVATIONS PC 1� 31•3165MOTH) 2631 33• 655111110TH) 2942 TA 26 26 2623 PT PC 1N 126 14 10.6512 DWI 2970 22.19 26 04 11 V62(D*) 2491 1511.112167E weQRs - UNIUIM19U1IMN0•/TIMETA•WATU111•AuWPl• •NYILDINO• 13 01 IO '.02 21 01 R . 5! 00' T 411' L .19 +121.5055• R • 5500 T • 1122E L 4122 sonsu a nts ENTRANCO ENGINEERS. INC. •19•rrANW2E•Ntw Nowt A2 1ft I Nm 1-. iR0 SO•461AI �B[E6G11�I 113%:T . r CENitP . , STRIPE p• WINTEIIANCE OW VEW SO f3B1A1 - IS' LT. SO. 77 1LAl_ SI + t9 z 30 .1' 1 - • .- NO I H PEORTNI ^!, PATTI MATCH BACK OF- SIOEVWLK ELEWTION S. 180TH STREET s Ae• 04. 55' EXIST. R/W ;O 0 ZF MATCH EXI5 TRAIL J1um � u W 41 1 1 '-SOUTH PEDESTRIAB PATH SEE DE TAIL •!HT 2 35 S. 180TH STREET /SPERRY Dr-DIVE INTERSECTION AND PARKING IMPRIOVE:1ENTS SITE LAYOUT, GRADING, AND DRADIA7 5 PL:4N r62L�.dM'i1�c CONSTRUCTION NOTES 1 TO BE RELOCA D NY OTHERS . 2 . REMOVE. REL CATE. OR E %TEND EXISTING IRRIGATOISYST AS RE01%RED SEE SPECS • 3 • ,INEDVE reeve Ale ?WPC ANIOMB WITI N INTERSECT AT THE DIRECTION OF THE ENGINEER 4 • REMOVE EXISTING ST AS S110W9I 5 , CONSTRUCT DRIVEWA TO DRAIN TO EXISTING CATCH BASIN 6 CONSTRUCT HANDRAIL A SHOWN SEE DETAIL • SHEET CONSTRUCT WHEEL CHAIR MPS AS SHOWN 6 r CONSTRUCT ROCK WALL A9 SHORN SEE DETAIL SHEET 2 ' 7 1 INSTALL REMOVABLE BOLLA 0 AS SHOWN SEE - DETAX. SHEET 2 (10 ) INSTALL FOBMEMT IOLIAG5 M I NE LONE ITE L 4;12 REMOVE EXISTING PAVEMENT YIAOM as SHONA. 1121 LOCKSE X ANDS E EXISTING LOCKS AND CHAINS N AMD REL ATE i NEW EG BOLLARDS ACROSS MAINTENANCE WAY 12 IN CONSTRUCT LANDING FOR CHUB AS SHOWN STA 52 -TI 1265 LT) CONSTRUCT T I CB • CONNECT TO CB STA 52.14 IRT WITH • 52 CONCRETE PIPE 5 • 0005 V STA 52.14 1263 RTI CONSTRUCT TYPE I CB CONNECT TO CB STA 51.29 WITH 9• ■• er CONCRETE PIPE 5 • 0005 13' STA 31.26 1265 AT) CONSTRUCT TYPE 1 CB CONNECT TO CB STA 12 •SOE WITH 6 K Tr CONCRETE PIPE S•0 go5 MOS CONNECT TO RDf.K WALL PERFORATED PIPE WITH 4' • 53" PVC Ni'E 5.00113 MN 4I STA 12.50E 179 LTEI FIELD LOCATE AND VERRV EXISTING 20• PIPE CONSTRUCT CB TYPE II 59 011114 SOLID LID OVER EXISTING PIPE A1ND EXISTING r PIPE FROM ETSTNG CATCH BASIN PAVEMENT MARKING LEGEND . 11) WHITE. IT PLASTIC CROSSWALK STRIPE • ) ; WHITE. 19 PLASTIC STOP BAR -• 6 EOLID DOUBLE YELLOW TYPE 1 AND TYPE 2 L ANE EARNERS • 5 VNITE 50(10 SINGLE LINE TYPE 1 AND TYPE 2 LANE (HIRERS ( 5 501(Ly DOUBLE YELLOW CENTER STRIPE WIE 0POKER LANE STRIPE TJ *ANNE \ . VLA.STK; ARROW LEFT •1• WI�T� L�AST ARROW . RIGHT ( INHI\E. TIC ARROW . STRAIGHT r C TI INVITE, PLASTIC ARROW . STRAIGHT AND RIGHT GENERAL NOTES -1 ;HE E4I5TIN0 T S SHOWN A NATION DRA FIELD EA BUS EYS TNTS ' NF T1011. BUT DE lRE VIIRA1I0B5 BETVEEII SHOWN THE FOR AMOK ARROW . STRAIGHT AND LEFT 36 AND PHYSICAL ARE BASED ON TOS. RECORD AND FIELD AVAILABLE MAY SE ENCOUNTER MOONS AND WAX NOT BE NSATNN SHEET "WAVED AND A 3' NATIVE 35_ 30_ 25_ 20_ USC805 CURBLINE L 10_1 6'J 2V {I L S 1 i2 — CEMENT CONC. EXTRUDED CURB • NOTE FOR JOINT 1 LOCATIONS. SEE DETAIL IN THE SPECS. EXTRUDED CURB DETAIL NT S ROCK WALL 8 RELATED ITEMS NORTH PATH ONLY - 4 - PVC TO CATCH BASIN 4' PERFORATED DRAIN PIPE - PEDESTRIAN RAILING- THIS SIDE ONLY (SEE y RAILING DETAIL) 10+00 10' -0 NORTH PATH 12' -0 SOUTH PATH /-- FINISHED GRADE -2-13% — CEMENT CONCRETE 12500 PSI MIN I — 2 ASPHALT CONC. PAVEMENT CLASS B 11+00 PEDESTRIAN PATH DETAILS NT5 / EXIST GROUND LINE DRIVEWAY PROFILE I. 20'11401712 1 5' I VERT r — EXTRUDED CURB • i f -- 3WHITE PAINT STRIPE ITYPI l_ a J Ai.IAVtE SCI.. •■ NOIN!lAIWG•IIITA/tTN•WATEA•ORWON• •'WILDING. TO' (TYP) -+— I Ih' GALU. PIPET WELDED JOINTS) — LANDSCAPE FABRIC - NATIVE MATERIAL OR GRAVEL -BACKFILL FOR WALL RED TYPICAL RAILING DETAL AIA,(iS�/ ISEE SPECIFICATIONS) {['!C —PEA GRAVEL BACKFILL FOR DRAIN 12 +00 TYPICAL PARKING STALL PAINT STRIPING NVS rvl n —TYP I CHAMFER(n145' -4 SIDES T — DRI EYE BOLT WITH PADLOCK+ • O DRILL 7R6' HOL FOR PADLOCK PERMANENT BOLLARD N T n UNDISTURBED., OR ; COMPACTED BACKFILL 13 +00 —B' X B' TIMBER - CONC FOOTNG REMOVABLE BOLLARD N T S. ENTRANCO ENGINEERS, INC. K.HAO..A E..PT. WA Pha... AZ 4 GRAVEL BORROW 1 CHAMFER P 45' - 4 SIDES 12' GALV. MACHINE BOLTS WITH WASHERS. PEEN BOLT ENDS AFTER TIGHTENING.SET FLUSH WITH WC00 SURFACE BOTH SIDES. )'GALV STEEL ROD -DRILL WIG HOLE FOR PADLOCK )TYP BOTH SIDES) PADLOCKS BY OWNER ~ FINISH GRADE OF AC TRAIL CONC. FOOTING -TOP EDGE MAST BE CLEAN EVEN JT BETWEEN AC. B CONC.- BROOM FINISH TOP OF CONC. - 3' ID GALV STEEL PIPE -2' -6' LONG 4 1 D GALV STEEL PIPE - 2'- 10'LDNG 4' GRAVEL BORROW VARIES 110' MAN) BUFFER • 1 /7'� MATCH EXIST PAVEMENT - -' - - •.SFit/1 • VARIES . DRIVEWAY • SEE SITE LAYOUT PLAN FOR LIMITS OF CONC CURB. GUTTER. AND SIDEWALK FOR EXTRUDED CURB ATDRNEWAY.SEE TYP SECTION AT PARKING LOT _ IX' 1/3 ID' PARKING STALLS I PROFILE, SECTIONS, AND DETAILS VARIES SLOPE VARIES. SEE GRADING PLAN FOR FINISHED CONTOURS PARKING LOT r-R) CONCRETE CURB AND GUTTER 2 4' ASPHALT CONCRETE PAVEMENT CLASS B 3 S ASPHALT TREATED BASE 4 COMPACTED SUBGRAOEIGRAVEL BORROW AS REOUIREDI S 3'ASPHALT CONCRETE PAVEMENT CLASS B 6 6' CRUSHED SURFACING TOP COURSE 7 EXTRUDED CEMENT CONC CURB TYPICAL' SECTIONS N , W' I. a•. e.A. sT4«=�q. tt SECTION NTS l 1 ' -- -EXIST LANDSCAPING TO REMAIN • .` L , . •. I✓ 1 •■t S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS IT' IX' IB' 1B' I ISLAN PARKING STALLS TAXIES WHIN I BUFFER L..1 .5 PROPOSED REmOvE AND ROCMWALL REQUIRED . MATCH EXIST PAVEMENT GENERAL NOTES (SIGNALS) 1 ALL LOOP DETECTORS SHALL BE 5 x 6' WITH • TURNS AND SHALL BE CENTERED IN THEIR RESPECTIVE LANES UNLESS OTHERWISE NOTED LOOPS NEAR STOPBAR SHALL BE 3' FROM STOPBAR UNLESS OTHERWISE NOTED 2 TUNNEL VISORS SHALL BE USED FOR ALL VEHICLE FIEADS. Z -CRATE VISORS SHALL BE USED FOR ALL PEDESTRIAN HEADS ALL HEADS SHALL HAVE SQUARE DOORS 3 VEHICLE HEADS SHALL BE TYPE M MOUNTED UNLESS OTHEITWTSE NOTED. ALL PEDESTRIAN HEADS SHALL BE TYPE C MOUNTED 4 POLE LOCATIONS SUBJECT TO APPROVAL BY THE ENGINEER S ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD • TERMINAL CABINETS SHALL BE USED ON ALL POLES 7 PEDESTRIAN PUSHBUTTONS SHALL DE TYPE PPB3. 6 THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPIOC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER 9 CONOIIT UNDER ROADWAYS SHALL BE RIGID METAL CO•DIUPT OUTSIDE OF ROADWAYS SHALL BE SCHEDULE OWL 10 SPARE CONDUITS SHALL BE CAPPED AT BOTH ENDS WITH ELASTIC CAPS le i 3 30 66 S. 180TH STREET r (2 SIGNS) Afi SPERRY DRIVE (2 SIGNS) STREET NAME SIGNS 6 SERIES C CONSTRUCTION NOTES (SIGNALS) 1) INSTALL TYPE A SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M - MOUNT). ONE •OPTICOM• SENSOR. AND ONE STREET NAME SIGN ON 30 FOOT MAST ARM TWO PEDESTRIAN HEADS. ONE PEDESTRIAN PUSHBUTTON (PPB). AND ONE PPB SIGN ON POLE , ' INSTALL TYPE 6 SIGNAL POLE PATH TWO SIGNAL HEADS (TYPE M MOUNT) ONE •OPTICOM• SENSOR AND ONE STREET NAME SIGN ON A0 FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE RELOCATE LUMINARE FIIOM STREET LIGHT POLE .3 INSTALL TYPE U SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M MOUNT). ONE •OPTICOP SENSOR. AND ONE STREET NAME SIGN ON 45 FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE • INSTALL TYPE IA SIGNAL POLE WHIT TWO SIGNAL HEADS (TYPE M MOUNT) ONE •OPTICON• SENSOR. ONE STREET NAME SIGN ON 35 FOOT MAST ARM RELOCATE LUMINAIRE FROM STREET LIGHT POLE BENG REMOVED SEE NOTE 6 5 INSTALL TRAFFIC SIGNAL CONTROLLER AND TYPE •P• CABINET • DOOR SHALL BE ON SOUTH SCE OF FOUNDATION • • 6) REMOVE STREET LIGHT POLE AND REMOVE TOP 12 INCHES OF FOUNDATION INSTALL TYPE ( JUNCTION BOX OVER EXISTING CONDUIT AND WRING CUT DOWN CONDUIT TO FIT PROPERLY UNDER THE JB COVER SPLICE INTO ERISTING WIRING AND EXTEND ELECTRICAL SERVICE TO LUMINAIRE AT NEW LOCATION DELIVER POLE AND ARM TO CITY OF TUKWILA COORDINATE THE SL CIRCUIT DISCONNECT WITH PUGET POWER CO ', 7, SAW CUT FOR LOOPS SHALL BE A MINIMUM OF 7 FROM MH 6 INSTALL 6-PAIR INTERCONNECT CABLE FROM THE NEW - CONTROLLER CABINET TO THE SIGNAL BOK ON THE SIGNAL POLE AT THE Sw. CORNER OF THE INTERSECTION OF WEST VALLEY HIGHWAYS TRUTH STREET D) CONNECT TO PUGET POWER ELECTRICAL SERVICE SOURCE. -• CORE DRILL THE NORTH WALL OF THE VAULT FOR CONDUIT ENTRY. COORDINATE VAULT WORK WITH KAREN SHARP 1231 AM) ONE WEEK PRIOR TO WORK AT VAULT. COI. AN OF WIRE IN VAULT TO ALLOW PUGET POWER TO CONNECT TO TRANSFORMER. v CAP END OF CONDUIT 2 FEET BEYOND END OF SIDEWALK (111 TOP OF FOUNDATION ELEVATION SHALL BE 27.5 FORM THE ✓ PORTION ABOVE EXISTING GRADE WITH 3 • 3' SQUARE ANCHOR BOLTS TO PROJECT TO• ABOVE FOUNDATION / 31-1•41 •. RCMPM .AIFUw•STMIT.•WAT.BB•.UW... •WILDING• L- 41 II ! 1 li 1E1141216te weQ�s SCAT. RELOCATE •50 NOT BLOCK INTERSECTION SIGN AND •CFRTSTENSEN TRAIL SIGN TO NEW • • • POST • FEET EAST OF EKIST WG LOCATION AND 3 FEET FROM FACE OF CURB ( 2 I REMOVE - RIGHT LANE MUST RIGHT RIGHT.. AT SIGNAL SIGNS AND POST (3) REMOVE STREET NAME SIGN ,' REMOVE 141.1 AT TIME OF ROADWAY CLOSUPE (5 ) REMOVE TRAFFIC SIGN (6) INSTALL R3-A MODIFIED I4• "ONLY) AT STA 10.90 AND 3 112 FEET WEST OF THE CURB CD RELOCATE - RIGHT LANE MUST TURN RIGHT AT SIGNAL SIGNS TO STATION 33.17. 3 17 FROM CURB FACE CONSTRUCTION NOTES (SIGNING) )1 } I� ¢ W {27 U1 I �1 L e ENTRANCO ENGINEERS, INC. XAJWAB.IE•INLWA Flaw AZ 321-67 _ 151' RTI co • • O D 0 0 LEGEND VEHICLE SIGNAL VEHICLE SIGNAL-LEFT (URN . PEDESTRIAN SIGNAL OPTICOLT SENSOR PLUS BEACON SIGNAL POI! AND FOUNDATION CONDUIT JUNCTION BOX-TYPE I JUNCTION BOA -TYPE II JUNCTION BOX -TYPE 111 SIGNAL CONTROLLER CABINET SERVICE CABINET SIGNAL STANDARD NUMBER CONSIRIICTOI NOTE CONDUIT RUH NUMBER S. (BOTH , STREET r 34 L r AI A 2 F5 44 41 NOT USED NOT USED T F5 F6 17 A■ J f • • AND IS SHALL BE PROGRAMMED FOR DUAL ENTRY PHASING SEQUENCE DIAGRAM SIGNAL PLAN S. 180TH STREET /SPERRY' DRIVE INTERSECTION AND PARKING IMPROVEMENTS If IC if IA 0 0 HEADS NO 21,61 DUAL NUDE If 1: If -CA- - - -J - - -._e - ExISnNG 2 + v M/ LOOP DET WIRING If 0 0 0 HEADS NO. / 1 22, I, 62, 01, 62 SIGNAL DISPLAYS • HEADS NO. 28,29,68, 69, B8,89 CONDUIT AND WIRING SCHEDULE o .0U1T PI ■AIR/ �� 197E - Sc, 3C3 SC w w . . El r d����a iIII1II____ f 1. i�L .1�® 1 A• A 0©-©-----_ B ©OMMOMMa= OO:MMCC: - I- =— 1 mIII,III,lll,lll, lll,��lllllll, "I..I— • Emmisu ... AND 1 1 ©u-0 = =.- .e.n..sY I simmuI.-I. -- -- -- © Rau ANop UMMINIMMMIEMW MMMUMMIIIIMMEM IS MMEE i � nalln���0 ©0-UU--MMM II PPN SF ©-IIIM I +-_® GENERAL NOTES (SIGNALS) 1 ALL LOOP DETECTORS SHALL BE 5 x 6' WITH • TURNS AND SHALL BE CENTERED IN THEIR RESPECTIVE LANES UNLESS OTHERWISE NOTED LOOPS NEAR STOPBAR SHALL BE 3' FROM STOPBAR UNLESS OTHERWISE NOTED 2 TUNNEL VISORS SHALL BE USED FOR ALL VEHICLE FIEADS. Z -CRATE VISORS SHALL BE USED FOR ALL PEDESTRIAN HEADS ALL HEADS SHALL HAVE SQUARE DOORS 3 VEHICLE HEADS SHALL BE TYPE M MOUNTED UNLESS OTHEITWTSE NOTED. ALL PEDESTRIAN HEADS SHALL BE TYPE C MOUNTED 4 POLE LOCATIONS SUBJECT TO APPROVAL BY THE ENGINEER S ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD • TERMINAL CABINETS SHALL BE USED ON ALL POLES 7 PEDESTRIAN PUSHBUTTONS SHALL DE TYPE PPB3. 6 THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPIOC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER 9 CONOIIT UNDER ROADWAYS SHALL BE RIGID METAL CO•DIUPT OUTSIDE OF ROADWAYS SHALL BE SCHEDULE OWL 10 SPARE CONDUITS SHALL BE CAPPED AT BOTH ENDS WITH ELASTIC CAPS le i 3 30 66 S. 180TH STREET r (2 SIGNS) Afi SPERRY DRIVE (2 SIGNS) STREET NAME SIGNS 6 SERIES C CONSTRUCTION NOTES (SIGNALS) 1) INSTALL TYPE A SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M - MOUNT). ONE •OPTICOM• SENSOR. AND ONE STREET NAME SIGN ON 30 FOOT MAST ARM TWO PEDESTRIAN HEADS. ONE PEDESTRIAN PUSHBUTTON (PPB). AND ONE PPB SIGN ON POLE , ' INSTALL TYPE 6 SIGNAL POLE PATH TWO SIGNAL HEADS (TYPE M MOUNT) ONE •OPTICOM• SENSOR AND ONE STREET NAME SIGN ON A0 FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE RELOCATE LUMINARE FIIOM STREET LIGHT POLE .3 INSTALL TYPE U SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M MOUNT). ONE •OPTICOP SENSOR. AND ONE STREET NAME SIGN ON 45 FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE • INSTALL TYPE IA SIGNAL POLE WHIT TWO SIGNAL HEADS (TYPE M MOUNT) ONE •OPTICON• SENSOR. ONE STREET NAME SIGN ON 35 FOOT MAST ARM RELOCATE LUMINAIRE FROM STREET LIGHT POLE BENG REMOVED SEE NOTE 6 5 INSTALL TRAFFIC SIGNAL CONTROLLER AND TYPE •P• CABINET • DOOR SHALL BE ON SOUTH SCE OF FOUNDATION • • 6) REMOVE STREET LIGHT POLE AND REMOVE TOP 12 INCHES OF FOUNDATION INSTALL TYPE ( JUNCTION BOX OVER EXISTING CONDUIT AND WRING CUT DOWN CONDUIT TO FIT PROPERLY UNDER THE JB COVER SPLICE INTO ERISTING WIRING AND EXTEND ELECTRICAL SERVICE TO LUMINAIRE AT NEW LOCATION DELIVER POLE AND ARM TO CITY OF TUKWILA COORDINATE THE SL CIRCUIT DISCONNECT WITH PUGET POWER CO ', 7, SAW CUT FOR LOOPS SHALL BE A MINIMUM OF 7 FROM MH 6 INSTALL 6-PAIR INTERCONNECT CABLE FROM THE NEW - CONTROLLER CABINET TO THE SIGNAL BOK ON THE SIGNAL POLE AT THE Sw. CORNER OF THE INTERSECTION OF WEST VALLEY HIGHWAYS TRUTH STREET D) CONNECT TO PUGET POWER ELECTRICAL SERVICE SOURCE. -• CORE DRILL THE NORTH WALL OF THE VAULT FOR CONDUIT ENTRY. COORDINATE VAULT WORK WITH KAREN SHARP 1231 AM) ONE WEEK PRIOR TO WORK AT VAULT. COI. AN OF WIRE IN VAULT TO ALLOW PUGET POWER TO CONNECT TO TRANSFORMER. v CAP END OF CONDUIT 2 FEET BEYOND END OF SIDEWALK (111 TOP OF FOUNDATION ELEVATION SHALL BE 27.5 FORM THE ✓ PORTION ABOVE EXISTING GRADE WITH 3 • 3' SQUARE ANCHOR BOLTS TO PROJECT TO• ABOVE FOUNDATION / 31-1•41 •. RCMPM .AIFUw•STMIT.•WAT.BB•.UW... •WILDING• L- 41 II ! 1 li 1E1141216te weQ�s SCAT. RELOCATE •50 NOT BLOCK INTERSECTION SIGN AND •CFRTSTENSEN TRAIL SIGN TO NEW • • • POST • FEET EAST OF EKIST WG LOCATION AND 3 FEET FROM FACE OF CURB ( 2 I REMOVE - RIGHT LANE MUST RIGHT RIGHT.. AT SIGNAL SIGNS AND POST (3) REMOVE STREET NAME SIGN ,' REMOVE 141.1 AT TIME OF ROADWAY CLOSUPE (5 ) REMOVE TRAFFIC SIGN (6) INSTALL R3-A MODIFIED I4• "ONLY) AT STA 10.90 AND 3 112 FEET WEST OF THE CURB CD RELOCATE - RIGHT LANE MUST TURN RIGHT AT SIGNAL SIGNS TO STATION 33.17. 3 17 FROM CURB FACE CONSTRUCTION NOTES (SIGNING) )1 } I� ¢ W {27 U1 I �1 L e ENTRANCO ENGINEERS, INC. XAJWAB.IE•INLWA Flaw AZ 321-67 _ 151' RTI co • • O D 0 0 LEGEND VEHICLE SIGNAL VEHICLE SIGNAL-LEFT (URN . PEDESTRIAN SIGNAL OPTICOLT SENSOR PLUS BEACON SIGNAL POI! AND FOUNDATION CONDUIT JUNCTION BOX-TYPE I JUNCTION BOA -TYPE II JUNCTION BOX -TYPE 111 SIGNAL CONTROLLER CABINET SERVICE CABINET SIGNAL STANDARD NUMBER CONSIRIICTOI NOTE CONDUIT RUH NUMBER S. (BOTH , STREET r 34 L r AI A 2 F5 44 41 NOT USED NOT USED T F5 F6 17 A■ J f • • AND IS SHALL BE PROGRAMMED FOR DUAL ENTRY PHASING SEQUENCE DIAGRAM SIGNAL PLAN S. 180TH STREET /SPERRY' DRIVE INTERSECTION AND PARKING IMPROVEMENTS If IC if IA 0 0 HEADS NO 21,61 DUAL NUDE If 1: If -CA- - - -J - - -._e - ExISnNG 2 + v M/ LOOP DET WIRING If 0 0 0 HEADS NO. / 1 22, I, 62, 01, 62 SIGNAL DISPLAYS • HEADS NO. 28,29,68, 69, B8,89 n• 111166 ,4I2EA To REMAIN PED FRSOE-DE CN5L6ON aLSTRIBUTION CENTER - - - - EUSTN6 LANDSCAPED MEOW: TO DETAIN \L.7.64•16A HETEROPHYLLA LANDSCAPE NOTES T. GROUND COVER SHALL BE INSTALLED CONTINUOUS EXCEPT LAIDER SHPLIO AND TREE CANOPIES, FOR ALL AREAS TO RECEIVE tRNNIKINIK SEE DETAIL TM5 S/EET Z. PLACE THE SPECIFIED MULCH AND TOPSOIL PER THE SPECIFICATIONS, DETAILS ,AND PLANS PLACE 2 - OF SPECIFIED MULCH IN ALL PLATPJ4 BEDS PLACE 6 LI . bF A LIFTED • TOPSOL ALGORDILl6 TO TPEt PLAE.TNG DETAIL 3 CONTRACTOR SHALL OBTAN AND PAT FOE ALL NECESSARY PERMITS AND FEES AS EEQUIRGD BYAPPLI CABLE CODES AND oRDIMANCES FORT}IIS HOOK ALL WORK TD BE PERFORMED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS 4. EIIIRl$G PLANT MATERIALS TO BE REMOVED AND RELOCATED SMALL BE PLACED PER THE FIELD DIRECTION OP THE EN 5 CONTRACTOR SHALLPEOVIDE ENGINEER WITH ASET OF REPRODUCIBLE RECORD DRAWINGS AT THE COMPLETION OF NE INSTALLATION AND APPRCAP- AuIM`TE weQNs •.NOIN.QAINS. •WATER- .IEWNR. .•UILOINO- - CEPL+CU.J THR•LrRIE Loa % J UM - 'FJ2L'IFoL)UM EIEISTIUG 'ESETATION TO MEIN—, _p HUS 6LAPSA__ __ uRCINJ.7A ARCTDSTAWTt05 UM -URSI 411 PNY TAfu5 CAPITATJ$ c.ALQCEOOLJ J DECUI2REN5 a t e mum BOWERS, IIIC OS.. ATI ETwL r P.m. AZ S. 180TH STREET t— TO RETAIN vE6ETATON TjD RETAIN 0 0 0 0 • man CAOLC Cada YO SI01 WS SHALL NOTE R.A.0 ED WIT. TI E OITP Let d ZEES To pOTGN COVER SMALL NOT BE KL TED TPTNw ONE TOOT 0 LANDSCAPE PLAN YabSial STAKE BOORT NO LESS \ TITA rPK . motor( Or• PEW TREE • N(W SNRLW KLA TPOPS A ,' NANTES w T M A►NGN.NTS • L I • ARCTOSTAPHYLOS UVA URSR (KINNICINIK) LSEUDOTSLIGA MEMZIES II TOE GLAUCA (BLUE G06614 DOUGLAS Ra) TSUGA NETEAOPHYLLA C:JESTE3(N IEI-ILDCK) C.ALOCEDTSUS DECURESEHS (INCENSES CEDAR) ACER CIRCIIILATLIM (VIAIG MAPLE RHOS OLABRA Aar IACINIATA (SUMAC) PMTSDC CAPITATUS CI•NGBAR:G) CUONOTNUS THE ESIFLORUS (WILD LILAC) vACONR)•I PARI/IFOLIUM CORD w.locLESEAREr) LIACC.INIUM OLMTUM C EKRE RGENHUCKLSBEREYJ S. 180TH STREET/SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS i •CSEA[R� wN D� os ROOT BAL. SECTION Ilr Ir w TREE PLANTING DETAIL NOT TO SLICE C4 RERAK WREKWEE EMS ♦Rd1p WWI PLAN -- ft GALA Apr now mot AYE ENDS MO STYLE EEbTw¢ iIELSQ[RlE 1120A SOFT 001K 011691101162 NOSE OVERLAP POSE. TRH OUR PEST POT E R W(OCT WIRMII OR WEE TOE B NE ISCOTOII A j [ IE• GOOITTIII 0 TRW prowl C f IEE SNORT IEFEESI RE 1R10T1 M ELI ROES CFB SKI E SFR= PLEA PROMO RE IEG PEAS BM '01R ATE. A PA0101A L COTTOIIWOOD PLANT UST ato+nTT, .APFLJFI GaTONS T,9OO L'oe-, 4.ACS CONT 3 19 29 4 49 47 106 AS-SNO•N b wB 25 OR AS 51lO•Ill, 6' ME16HT, B.B 25 oL OE AS SHOWN, O' HEIGHT, •.B lo' oC 3 TOS TRWNS, C•D G'TO IO OP AS SHOWN 5' 0 G' O C OR AS SHg.IN, IOAL CONT < o C o{L AS SyHOI.i..i I SAL 07 44 2'ARC I GAL CENT AOOeNIOLN IJe I •TER SrEGITO Loot t S. 180TH STREET/ PER INTERSECTION AND PARKING IMPROVEMENTS _7 SITE PLAN AND SHORELINE CROSS-S'ECTION 191.112110E wg BMA.. .11111161101111111 WAT11111.111•W •WILDING. Flamm I NELSON ORTIVIDLITIO• CIOITE/I PLAN IPS ISO , • SOFT, . SIFT. um OCT promomon • 417 PNVIA IMINCIMINDIT 1 jez i . - •1_ net I EL. n.tir \ I') Exist . - .1-,,• • dr ip...; (051511 ISO Is II fl • CROSS SECTION A-A !, ig worm. won 36 an. Isaa• a. n City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor M E M O R A N D U M • DATE: February 15, 1990 TO: PLANNING COMMISSION FROM: Jack Pace, Senior Planner SUBJECT: Scope of Authority for the Board of Architectural Review BACKGROUND At the January 25, 1990 Planning Commission meeting, Commissioner Hamilton asked staff to provide at the February 22, 1990 meeting the following information: 1. Current scope of authority for Design Review. 2. Map identifying areas covered by Design Review. 3. Potential options for expanding Design Review authority. DISCUSSION Attachment "A" provides the current scope of authority for the Board of Architectural Review. Most office, commercial and industrial park develop- ment is required to go through the design review process. Property zoned M -1 (Light Industrial) and M- 2 /M -2L (Heavy Industrial) does not require design review, except along the shoreline and within 300 feet of a residen- tial zone. A large scale map will be provided at the Planning Commission meeting identifying areas not covered by design Review. The Planning Commission has the following options for broadening the scope of authority for Design Review: 1. Require all M -1 /M -2 development over 10,000 square feet to go through Design Review. 2. Require M -1 /M -2 development over 10,000 square feet along a major arterial (180th, SR 181 (West Valley Highway) and East Marginal Way South] to go through Design Review. Attachment "B" contains the process for the Planning Commission to amend the Zoning Code. The Planning Commission needs to decide what type of modification they wish to initiate and when they want to schedule the public hearing. C t S C O P Y\ J P/ j j Chapter 18.60 BOARD OF ARCHITECTURAL REVIEW lEC 0.010 -- 18.60.030 Sections: 18.60.010 Purpose and objectives. 18.60.020 Membership. 18.60.030 Scope of authority. 18.60.040 Application requirements. 18.60.050 Review guidelines. 18.60.060 Special review guidelines for Interurban special review area. 18.60.070 Action by board of architectural review. 18.60.010 Purpose and objectives. It is the purpose of this chapter to provide for the review by public officials of land development and building design in order to promote the public health, safety and welfare. Specifically, the board of architectural review ( "BAR ") shall encourage well designed developments that are creative and harmonious with the natural and manmade environments. (Ord. 1247 S1(part), 1982). 18.60.020 Membership. The board of architectural review shall consist of the members of the planning commission. The officers of the planning commission shall also sit as officers of the board of architectural review. (Ord. 1247 Sl(part), 1982) . 1g_ 4.0:;Q -_ (1) The rules and regulation o t e oar o archit ectural review shall be the same as those stated for the planning commission in the bylaws of the Tukwila planning commission. The board shall have the authority to approve, approve with conditions, or deny all plans submitted to it using guidelines in Section 18.60.050. (2) The board of architectural review shall review pro posed development plans for the following described land use actions: (A) All developments will be subject to design re- view with the following exceptions: ( i) Developments in RA and R1 districts, ( ii) Developments less than ten thousand gross square feet of building area in PO, Cl, C2, CP and CM dis- tricts, except when within three hundred feet of residential districts or.within two hundred feet of the Green /Duwamish River or that require a shoreline permit, (iii) Developments in M1 and M2 districts except when within three hundred feet of residential districts or within two hundred feet of the Green /Duwamish River or that require a shoreline permit; 307 (Tukwila 6/89) • ' A 60.040 -- 18.60.050 (B) Any exterior repair, reconstruction, cosmetic alterations, or improvements, the cost of which equals or exceeds ten percent of the building's assessed valuation, of any existing commercial development in excess of ten thousand gross square feet in building floor area in P0, Cl, C2, CP and CM zoning districts. (Ord. 1497 §2, 1989; Ord. 1481 §2(J), 1988; Ord. 1452 §1, 1988; Ord. 1447 §1, 1988; Ord. 1247 §1(part), 1982). 18.60.040 Application requirements. Applications for review by the board of architectural review must be submitted to the planning department at least two weeks prior to the meeting of the board of architectural review. Building permits shall not be granted until approval of plans by the BAR. All applications shall be accompanied by a filing fee as required in Chapter 18.88 and shall include but are not limited to site plans, exterior building elevations, the environmental checklist if applicable, and other materials as required by the planning department. (Ord. 1247 5l(part), 1982) . 18.60.050 Review guidelines. In reviewing any applica- tion, the following guidelines shall be used by the BAR in its decision making: (1) Relationship of Structure to Site. (A) The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement; (B) Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas; (C) The height and scale of each building should be considered in relation to its site. (2) Relationship of Structure and Site to Adjoining Area. (A) Harmony in texture, lines, and masses is encour- aged; (B) Appropriate landscape transition to adjoining properties should be provided; (C) • Public buildings and structures should be con- sistent with the established neighborhood character; (D) Compatibility of vehicular pedestrian circula- tion patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged; (E) Compatibility of on -site vehicular circulation with street circulation should be encouraged; (3) Landscape and Site Treatment. 308 (Tukwila 6/89) J.8.72.030-18.80.020 18.72.080 Appeal. The action of the board of adjust- ment in granting or denying the application for a variance shall be final and conclusive, unless, within ten days from the date of the board's action, the original applicant or an aggrieved party makes an application to the Superior Court of King County for a writ of certiorari, a writ of prohibition or a writ of mandamus. (Ord. 1247 §1(part), 1982). Chapter 18.80 AMENDMENTS Sections: 18.80.010 Hearings -- Council authority -- Commission recommendations. 18.80.020 Protest against zoning change. 18.80.030 Rezone -- Building or use becomes nonconforming. 18.80.040 Changes initiated by city planning commission. 18.80.010 Hearings -- Council authority -- Commission recommendations. The council may amend, change, modify or repeal regulations and restrictions as established in this title, and may change, restrict or extend the boundaries of the various districts established in this title. Before acting upon any proposed amendment, modification, change, restriction, extension, or change in the maps or text of this title, the same shall be referred by the council to the city planning commission. The commission, after due public notice and hearing, shall submit a report to the council containing its recommendation thereon. (Ord. 1247 Si (part) , 1982) . 18.80.020 Protest against zoning change. In the case of a protest against any zoning change duly signed and acknowledged by the owners of ten percent or more, either of the areas of the land (exclusive of streets and alleys) in- cluded in such zoning change or within an area determined by lines drawn parallel to and one hundred eighty -five feet distant from the boundaries of the district proposed to be changed, such amendment shall not become effective except by the favorable vote of a majority of all members of the city council. (Ord. 1247 §l(part), 1982). 319 -7 (Tukwila 8/82) ATTACHMENT B 18.80.030 Rezone -- Building or use becomes nonconforming. If, by amendment of this title, any area is hereafter trans- ferred to another district of different classification by a change in the district boundaries, a building or use, lawfully existing in such transferred area at the time of such amend- ment, may be continued in the district to which it is trans- ferred as a nonconforming building or use, subject to the provisions of Chapter 18.70. (Ord. 1247 §l(part), 1982). 18.4.0 : . ! Q ., 4q► 444 it 1- ys : Plikaaing. commi s.s.ion . The city planning commission may on its own initiative, after due public notice and hearing at which parties in interest and citizens may have an opportunity to be heard, cause to be prepared and proposed to the city council an ordinance recom- mending the altering or changing of the use, height or area restrictions as provided in this title. (Ord. 1247 §l(part), 1982). Sections: 18.84.010 18.84.020 18.84.030 18.84.040 18.84.050 Chapter 18.84 REQUESTS FOR CHANGES IN ZONING Submission to planning commission. Submission to city council -- Action. Criteria for granting zoning map reclassifications. Petitions for decision review. Final action. 18.84.010 Submission to planning commission. Any request for a change in zoning of any district or area, or of any boundary lines thereof as shown on the zoning maps, shall be submitted to the planning commission. Said requests shall be made on such formal application forms as specified by the planning commission and filed with the city clerk. All applica- tions shall be accompanied by a filing fee as required in Chapter 18.88 and shall contain such information as may be required by the planning commission. After due public notice, the planning commission shall transmit its recommendations thereon to the city council along with any necessary covenants or agreements which have been fully executed by the petitioner. (Ord. 1247 §1(part), 1982). 18.84.020 Submission to city council -- Action. Upon receipt of all necessary documents and the recommendations of the planning commission, the city council may act on said recommendation without further public hearing. (Ord. 1247 §1(part) , 1982) . 319 -8 1 .8.80.030 -- 18.84.020 (Tukwila 8/82) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor HEARING DATE: March 8, 1990 FILE NUMBER: 90 -1 -DR 90 -3-SMP APPLICANT: REQUEST: LOCATION: ACREAGE: COMPREHENSIVE PLAN DESIGNATION: ZONING DISTRICT: SEPA DETERMINATION ATTACHMENTS: STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW Prepared February 22,1990 Public Works Department, City of Tukwila Design Review and Shoreline Permit (Substantial Development Permit) for traffic improvements, revision to existing warehouse parking lot, and modifications to Christensen Park / Interurban trail North side of South 180th Street and Sperry Drive (immediately west of the Christensen /Interurban Trail) Not applicable Light Industrial /Parks and Open Space CM (Industrial Park) A Determination of Non - Significance was issued on February 16, 1990 (EPIC -3-90) A. Site Layout B. Profile, sections C. Signal plan D. Landscape plan (parking lot) E. Site Plan & cross- section (trail) • STAFF REPORT to the B.A.R. 90-1-DR/9u-3-SMP: Christensen Park Page 2 FINDINGS VICINITY /SITE INFORMATION 1. Project Description: Relocation of the Frederick & Nelson warehouse driveway along with reconfiguring and restripping existing parking lot and the installation of a traffic signal and other frontage improvements at the intersection of South 180th Street and Sperry Drive. Project also includes the modification to the Christensen Park with the provision of parking, handicapped access, emergency vehicle access, relocation of existing fitness station and removal and replacement of existing vegetation. 2. Existing Land Use: Warehouse for Frederick & Nelson and trail /park. 3. Surrounding Land Use: Warehouse /office to the north, west and south. The Green River and West Valley Freeway are on the east. 4. Terrain: Relatively flat except for bank (up to 25% slope) between the river and the trail. 5. Vegetation: Existing landscaping (evergreen trees, shrubs and sod)in parking area as well as between the existing access driveway to Frederick & Nelson warehouse and the fence along the west edge of the trail right -of -way. 6. Access: South 180th Street. There are two existing driveways affected on the north side of 180th: the westernmost driveway accesses directly onto the Frederick & Nelson site and the second one to the east (which is chained at the north edge of the driveway apron) provides maintenance and emergency service access to the park /trail. BACKGROUND A mutual agreement between the applicant and the property owners has led to this proposed coordination of design and cost sharing. The purpose of the the proposed traffic signalization and driveway relocation project is to improve both safety the traffic flow in this area of South 180th Street. The realignment of the existing driveway access allowed the applicant through an easement with the property owners to provide additional parking for the Interurban Trail. Frederick & Nelson will have the exclusive use of the parking area within the easement during the day (until 5 :30 P.M.) except for joint use for four sale periods each year to be agreed upon by the applicant and Frederick & Nelson. The project is located in the Shoreline area and will require an approval of a Substantial Development Permit (SMP). STAFF REPORT to the B.A.R. SHORELINE CONSIDERATIONS SUBSTANTIAL DEVELOPMENT PERMIT ( 90- 1 -DR /9v .; -SMP: Christensen Park Page 3 The proposed project is located within the Shoreline environment as noted in the City's Shoreline Master Plan. The project's design incorporates improvements which are also supported by the following Goals and Policies of Tukwila's Shoreline Master Plan: Overall Goals - Goals # 7 and 10 (p. 4.1) In addition, the proposed project supports the following goals and plocies of the City' Shoreline Program: Economic Policies - Policy # 5 (p. 4.2) Public Access Element - Goal # 3 (p. 4.3) Recreation Element - Policy # 1 (p. 4.5) Conservation Element- Policy # 3 (p. 4.7) And lastly, the project complies with all General Regulations, River Zone Regulations and Standards, and Low Impact Zone Regulations and Standards of the Shoreline Master Program. Approval of the Shoreline Substantial Development Permit (SDP) is an administrative process. However, a Design Review (DR) is required for the proposed project. DECISION CRITERIA The applicable Tukwila Municipal Code (TMC) Design Review criteria are listed below in bold, followed by pertinent findings of fact. 18.60.050 GENERAL REVIEW CRITERIA (1) Relationship of Structure to Site. a. The site should be planned to accomplish a desireable transition with streetscape and to provide for adequate landscaping and pedestrian movement. h Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. c. The height and scale of each building should be considered in relation to the site. This criterion is not applicable since no structures are included in the proposed project. . STAFF REPORT to the B.A.R. r 90- 1- DR /9u- 3 -SMP: Christensen Park Page 4 (2) Relationship of Structure and Site to Adjoining Area. a. Harmony on texture, lines and masses is encouraged. h Appropriate landscape transition to adjoining properties should be provided. c. Public buildings and structures should be consistent with established neighborhood character.w d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. e. Compatibility of on -site vehicular circulation with should be encouraged. The alignment of the existing driveway access will improve traffic flow along South 180th Street. The new alignment will provide safer ingress and egress to the site which needed for normal traffic conditions as well as for the large sales events which take place at the warehouse approximately four times a year. In addition, the removal of the existing driveway access to the park /trail removes the potential for further traffic congestion in that area along South 180th Street. The provision of public parking for trail users during the evenings is a benefit to the park /trail users. The inclusion of the handicap access at this location improves the availablility of the park /trail to the developmentally disabled. The regrading of the parking lot at the eastern portion of the site of the warehouse site allows surface water runoff to be directed away to the west to protect the park /trail and the river environment from any drainage impacts. The new street frontage improvements match existing improvements in the area and provide pedestrians with greater safety and convenience. (3) Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. h Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. c. Landscape treatment should enhance architectural features, strenthen vistas and important axis, and provide shade. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. L Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or combination. g. In areas where general planting will not prosper, other materials,such as fences, walls and pavings of wood, brick, stone or gravel may be used. h. Exterior lighting, when used, should enhance building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should 90 -1 -DR/ L- 3 -SMP: Christensen Park to the B.A.R. Pa • e 5 STAFF REPORT d. e . f. g. be shielded, and restrain d in design. Excessive brightness and brilliant colors should be avoided Although the realignment of landscaping on the site, the p plant material in some areas necessary functions which the landscaping along South 180t warehouse on the site and pr the parking use from the park /trail. The dimensions of the existin visitors and employees to the island as revised retains the r maintain the. overall proporti (4) Building Design. a. Architectural style is not on quality of its design b. Buildings should be to a neighboring developme c. Building components - s should have good propo components an ancilli structure. Colors should be harmonious, with bright or brilliant colors used only for accent. Mechanical equipment or other utility hardware on roof, ground or buildings should be scre ned from view. Exterior lighting should e part of the architectural concept. Fixtures, standards, and all expos d accessories should be harmonious with building design. Monotony of design ins gle or multiple buildings projects should be avoided. Variety of deta , form and siting should be used to provide visual interest. This criterion is not applicabl project. (5) Miscellaneous Structures an a. Miscellaneous structure of the architectural conc compatible with buildin harmony with building scale, he driveway access involves the overall loss of posed landscaping, plan with it retention of d enhancement in other areas maintains the existing landscaping performs. The revised Street still helps to soften the appearance of the vides the necessary screening and buffering of landscaping island along the major access for arehouse will be reduced, the landscaping maining landscaping and is sufficient is scale to ns of landscaping to building. estricted, evaluation of a project should be based d relationship to its surroundings. propriate scale and in harmony with permanent ts. ch as windows, doors, eaves, and parapets ions and relationship to one another. Building parts shall be consistent anitcipated life of the since no structures are included in the proposed Street Furniture. and street furniture should be designed to be part pt of design and landscape. Materials shoud be scale should be appropriate, colors should be in and surroundings, and proportions should be to b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to the site, landscape and buildings. • STAFF REPORT to the B.A.R. 90- 1- DR /90- 3 -SMP: Christensen Park Page 6 The only street furniture proposed for the project is the use of permanent and removeable bollards used at the entrances to the emergency and maintenance vehicle access and the handicap access points respectively. The stains /colors used are standard for bollards at other park facilities. CONCLUSIONS A. The new alignment of the existing driveway access with Sperry Drive on the south side of South 180th Street and signalization of the intersection will enhance traffic flow and improve traffic and pedestrian safety. B. The reconfiguration and reconstruction of the existing parking lot do not result in a net loss of parking. The amount of parking provided and the dimensions of the parking spaces meet code requirements. The parking on the east side on the new driveway access (39 parking stalls) will be available to park /trail users after 5:30 P.M. There is some loss of interior landscaping within the parking lot. The existing major driveway access (used mostly for non -truck traffic) contains a landscaped island (45 feet by 310 feet) which separates incoming from outgoing traffic. This landscaped area will be reduced in size (17 feet by 250 feet). C. Emergency vehicle access is presently from a driveway on the north side of South 180th Street (just approximately 150 feet to the east of the existing driveway to be realigned). The north end of this driveway is chained to prevent non - authorized vehicles from entering the park /trail at this point. Parking by trail users often takes place in this driveway which could prevent vehicle access in the event of an emergency. The new access does not allow the stacking of parked vehicles which might block access in the event of an emergency. Existing pedestrian access to the park /trail at this location will remain the same except that the existing driveway will be removed and replaced with paving (12 feet wide) from the new sidewalk to existing trail connecetion. D. To accomodate the revision of the parking layout and provide new handicap and emergency vehicle access some of the existing landscaping must be removed. The requirement for side yard landscaping in a CM zone (Section 18.52.020 of the TMC) is a minimum of 5 feet. The proposed dimension of the revised landscaping (what will be retained and the new landscaping) ranges from 10 to 75 feet. STAFF REPORT to the B.A.R. /`. 90- 1- DR /90- 3 -SMP: Christensen Park Page .7 RECOMMENDATIONS The Planning Division Staff recommends approval of Christensen Park /Sperry Drive & South 180th Street project. USC 8 GS { 30 31 S 8!•46' 19• E I ,2 y CURVE DATA DRIVEWAY DRIVEWAY ALINE a 58•2ET0 37 7 67•00 CURVE NO. W CZ 52090 120 00 35 00 4557 N29 1097 1765 7952 50 70 ems RETuag ELEVATIONS 31.3165 2631 PC SOARS 12 (DWI 2820 1106 2625 3. PT PC 33.05 51115711) 2642 I•n• I, 34 PT 22.56 2604 51*117 IOW) 2411 A61A`7E weQMg IMIE •.NCI.MN..NNEMS•SY UUTE•WATEPHIINWN •WELOINO• • 82.21'01 R .5500 T 05 11' L •7905" a .127 8 • 55 0 1 4 51238 L 122.73' 2 I3 0I I TN 10.000010/ �! • • 3 .VTYP1 pr ^ COB yl m nl•la�iwu 50 •A6(Aii %CEN a STRIPE , p• / .. NmMEIEANCE DEB VE WIO' i SO E}el?1 _ . r 5'LT 50.77 7.7SILL MATCH EW BACK OF- - SIDEWALK ELfIATON 3 t S. 180TH STREET S 88. EXIST R/W la tJc0Lt- Ap NORTH PEO0TR141 PAIN SEC DETAIL SPIT 2 Q I z yy Oa �IQJ —MATCH EXIST TRAIL Jem" � 7.1 - 9i {_ �H, n ZCti N SOUTH TEOESTRIAN PATH SEE DETAIL DT: 2 S. 180TH STREET /SPERRY DRIVE INTERSECTION AND LAYOUT, A NDPARKING �IMPROVEMENTS SI E N� E GRAD v: CHAMELZKRON, AND DRAIN : PLAN I ' TO BE RELOCA . RFIOVE. REl GATE. OR EXTEND EXISTING -, IRRN3RQI AS REOLARED SFE 514 • 3 • IRNOVE E085b NWT TIEMIE WOMB WNW 87TERSEC AT THE MICRON OE THE ENGINEER • REWVE E8870 ST AS SHOWN 5 I CONSTRUCT DRWEWA TO DRAIN TO EXISTING CATCH BASN -1 SHEET TRUCt HANDRAIL P. SHOWN SEE DETAIL ( ) / CONSTRUCT WHEELCHAIR AS SHOWN CONSTRUCT ROCA WALL SHOWN SEE DETAIL • - SHEET • y INSTALL RENONABLE BOILABD AS SHOWN SEE �-/ DETAIL SHEETS ( INSTALL POWNWNT Q1MOS• II AI SI OER 2. (I5) RESOVE EXISTING PAVEMENT AA♦ AS 5110AN i 7 2) REMOVE EXISTING BOLLARDS R LOCOS AND CHAINS AND REt BOLLARDS ACROSS MAINTENANCE ,- 17 , CONSTRUCT LANONG FOR CUPS R CONSTRUCTION NOTES STORM DRAINAGE NOTES STA 52• ( ITT CONSTRUCT T E LB STA X.14 MT) WITH 1 . CO CONNECT TO 52' CONCRETE PIPE 5 • 0005 1 .' STA. 53.14 1115 HT) CONSTRUCT TYPO I CS J CONNECT TO CB STA 51.28 WITH E• • Sr CONCRETE PIPE S • 000 �31 STA. 556 1365 RT) CONSTRUCT TYPE I C8 CONNECT .2 TO CB 5TA 56.505 WITH 6• 78 CONCRETE PIPE 5.0005 NW CONNECT TO i WALL PERFORATED PIPE WITH 4" • 35 PVC NEE S.00051401 1 4) EXISTING ]0• I P IPE L COR S '44:12,7'74 E B 54• WITH SOLO LID OVER EXISTING RIPE AND EXISTING 8• PPP ( FRDN EXISTING CATCH BASIN PAVEMENT MARKING LEGEND WTOTE. I7. PLASTIC CROSSWALK STRIPE 2 WHITE. I8 PLASTIC STOP BAR L • BOL1D DOUBLE YELLOW TYPE I AND TYPE 2 LANE MARKERS 4 1 Z r r SOLID SINGLE ONE EWE 1 AND TYPE 2 LANE I ERS ( 5. SOOD DOUBLE YELLOW CENTER STRIPE 6 ) W LANE STRIPE N N`E \ - V 6061E. E. ] W AOTq 1 PRATE. PLASTIC ARMY.. STRAIGHT AND RIGHT GENERAL NOM -4' I N£ WRESTING T• • • ' A N AND PHYSICAL rEA $110051 - A RASED ON A CI)IBNUTIO.1 . SHOWN 05. RECORD MA DOS. MO . ANO FIELD BUR EMS. TRIO In.:: IT AVAILABLE ' TI0N, WT • NAY OE IRE BET0 r HUNS AND ENCOUNTER 57101MI OT N NE , T v IE 4 A` TON. S W. 18MAVED AND A 3• NATIVE :OM • ale MOUES D BY OTHERS IC ARROW • LEFT IC ARROW RIGHT TIC ARROW STRAIGHT c 97100W STRAIGHT AND LEFT AS EXISTING TE TO NEW AT AS SIO•II 3 6 35_ 1 5 180TH ST 30— 25_ 20_ uscacs __CURB LINE 1. L 6� 242 5' 1 1.212{ I — CEMENT CONC EXTRUDED CURB I NOTE FOR JOINT LOCATIONS. SEE DETAIL IN THE SPECS 10+00 1 PEDESTRIAN RAILING - THIS SIDE ONLY BEE RAILING DETAIL) -. EXTRUDED CURB DETAIL NT 5 ROCK WALL 8 RELATED ITEMS NORTH PATH ONLY 10%07 NORTH PATH 12' -O' SOUTH PATH 4 - PVC TO CATCH 845)0 4 08410 PIPE • -- PEA GRAVEL BACKFILL FOR DRAIN I — CEMENT CONCRETE (2500 PSI MIN 1 — 2'ASPHALT CONC. PAVEMENT CLASS B 11 +00 PEDESTRIAN PATH DETAILS NT5 6 O MAX. " arvt AVIA`�C weQMS SEAS. •ENOIRI ltA1N0.OTRIBETO•WAT•A•O112Wt14• •111UILDINCII. EXIST. GROUND LINE DRIVEWAY PROFILE 1'• 20'(NORI2) r. 5' INERT 1 TYPICAL PARKING STALL PAINT STRIPINQ. PERMANENT BOLLARD NT5 - LANDSCAPE FABRIC y __ Il/2 G4LV PIPEIWELOEO JOINTS) NATIVE N4TER)L OR GRAVEL - BACKFILL fP08 WALLS REOD TYPICAL RAILING DETAL (SEE SPECIFICATIONS) 12 +00 n N T.S. _ e 1 SUBGRAD CR • COMPACTED BACKFILL 13100 REMOVABLE BOLLARD NT5. ENTRANCO ENGINEERS, INC. 1Un444 Pri0 E.wHl W4 P.s.aK .—TYP 1 CHAMFER (.@ 45'- 4 SIDES 34' -- )'GAIN EYE BOLT WITH SOLDER DRILL 7/16' MOLE FOR PAHDLUOCK B K 8 TIMBER - CONC. FOOTNG 4' GRAVEL BORROW CHAMFER a 45' - 4 SIDES I/2' GALV. MACHINE BOLTS WITH WASHERS. PEEN BOLT ENDS AFTER TIGHTENING.SET FLUSH WITH *000 SURFACE BOTH SIDES. - I'GALV. STEEL ROD -DRILL 7/15 HOLE FOR PADLOCK ITTP BOTH SIDES) PADLOCKS BY OWNER FINISH GRADE OF AC. TRAIL CONC. FOOTING -TOP EDGE MUST BE CLEAN EVEN JT BETWEEN A C. B CCNC.- BROOM F IN15H TOP OF CONC. 3" ID GAL STEEL PIPE- 2 6 4. 1 D GALV STEEL PIPE- 2 IO'LONG - ' , 4 • GRAVEL BORROW 44RIE5 L (10'MIN) BUFFER C`l MATCH EXIST PAVEMENT— , \ - VARIES 2X ` 8 DRIVEWAY • SEE SITE LAYOUT PLAN FOR LIMITS OF CONC. CURB. GUTTER. AND SIDEWALK. FOR EXTRUDED CURB AT DRIVEWAY,SEE TYP SECTION AT PARKING LOT '.L CONCRETE CURB AND GUTTER 2 4' ASPHALT CONCRETE PAVEMENT CLASS 3- S A!IPHALTJREATED BASE 4 COMFACTED'SUBGRADE BORROW AS REQUIRED) 5 3'ASPHALT CONCRETE PAVEMENT CLASS B 6 6' CRUSHED SURFACING TOPCWRSE 7 EXTRUDED CEMENT CONC. CURB TYPICAL SECTIONS NTS X5 Om 4 21. L w4i _ tti 445 vn � I I I . 151 • 514L -l11 1 VARIES SLOPE %ARIES. SEE GRADING PLAN FOR FINISHED CpJTOURS-._ PARKING LOT — EXIST LANDSCAPING TO REMAIN N L AS' w LHSt•H. v . M . �• •4 lop. 5'411: - REMOVE EXISTPVMT AND ROCKWALL AS REQUIRED. F 18 18' ' _ I8 {._ 17' 18' F • PARKING STALLS I (ISLAND I (4881 06 STA18LLS PROP05ED SECTION (A NTS VARIES (WIN( BUFFER - ..MATCH EXIST PAVEMENT t S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS PROFILE, SECTIONS, AND DETAILS maim 2 $ NOTED CONDUIT AND WIRING SCHEDULE ~ NOT t RERUNS 4— USED I SC —. NOT • 4--••• USED ♦ T + CONDUIT AND WIRING SCHEDULE ori 7r ( SOLE wE RERUNS wsiE ICS 2q SC A NI COMER I r 3 A1N.AAr cA T Hhih • T z 2 IA.A Sc I Am 7 1 Awe • ]' 1 • T I .A.s s r 2 6 .. •7709 PIA• 7 1 OPT. r 2 1 7 IMPF Sc r 1 7 Isom St 7 ■••••••• • I' 1 Rm . O • I MRA 5t 2 r 1 FoM mnn Ca. r 1 NAN HI r 1 • r 3 12 r 5 12 41PPP pm r • bap PAY C I Sow. H r 4 I span SC Y t 1 APIA tdwA. t••• r i • 1 Nm• 5t r 1 .P•. 'AE Y I FPM ea.. tar ;17 ALT I /6.V comm UNA „ma Y 2 im••Aa IS r 1 5NM 4' GENERAL NOTES (SIGNALS) 1 ALL LOOP DETECTORS SHALL BE A K A WITH • TURNS AND SHALL BE CENTERED IN THEIR RESPECTIVE LANES UNLESS OTHERWISE NOTED LOOPS NEAR STOPBAR SHALL BE 3' FROM STOPBAR UNLESS OTHERWISE NOTED 2 TUNNEL VISORS SHALL BE USED FOR ALL VEHICLE HEADS. 2-CRATE VISORS SHALL BE USED FOR ALL PEDESTRIAN HEADS ALL HEADS SHALL HAVE SQUARE DOORS 3 VEHICLE HEADS SHALL BE TYPE M MOUNTED UNLESS OTHERWISE NOTED. ALL PEDESTRIAN HEADS SHALL BE TYPE E MOUNTED • POLE LOCATIONS SUBJECT TO APPROVAL BY THE ENGINEER 5 ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD 6 TERMINAL CABINETS SHALL BE USED ON ALL POLES 7 PEDESTRIAN PISHBUT TONS SHALL BE TYPE PPB T. e THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES SHALL BE SET OUTSIDE WHEELCHAIR RAMP AREAS. JUNCTION BOX LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER 9 CONDUIT UNDER ROADWAYS SHALL BE RIGID METAL CONDUIT OUTSIDE OF ROADWAYS SHALL BE SCHEDULE NI PVC. TO SPARE CONDUITS SHALL BE CAPPED AT BOTH ENDS WITH PLASTIC CAPS IS, 4 r Ie1 66` [ S. 180TH STREET (2 SIGNS) 66 SPERRY DRIVE 12 SIGNS) STREET NAME SIGNS G SERIES C CONSTRUCTION NOTES (SIGNALS) • 1 I INSTALL TYPE I SIGNAL POLE WHIN TWO SIGNAL HEADS (TYPE M -• MOUNT). ONE 'OPTICOM' SENSOR. AND ONE STREET NAME SIGN ON 30 FOOT MAST ARM TWO PEDESTRIAN HEADS. ONE PEDESTRIAN PUSHBUTTON IPPBI. AND ONE PPS SIGH ON POLE 2 • INSTALL TYPE K SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M • -- MOUNT). ONE - OPTICOM' SENSOR AND ONE STREET NAME SIGN ON • FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE RELOCATE LUMINAIRE FROM STREET LIGHT POLE '3 I INSTALL TYPE K SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE M MOUNT). ONE - OPTICOM' SENSOR. AND ONE STREET NAME SIGN ON 45 FOOT MAST ARM INSTALL ONE PEDESTRIAN HEAD ON POLE ( • ; INSTALL TYPE 16 SIGNAL POLE WITH TWO SIGNAL HEADS (TYPE ' M MOUNT) . ONE 'OPIICOM' SENSOR. ONE STREET NAME SIGN ON 35 FOOT MAST ARM RELOCATE LUMINAIRE FROM STREET LIGHT POLE BEING REMOVED SEE NOTE 6 5 INSTALL TRAFFIC SIGNAL CONTROLLER AND TYPE 'P' CABINET. ' —' DOOR SHALL BE ON SOUTH SIDE OF FOUNDATION • 6 REMOVE STREET LIGHT POLE AND REMOVE TOP 12-INCHES OF -- FOUNDATION INSTALL TYPE I JUNCTION BOX OVER EXISTING CONDUIT ANO WIPING CUT DOWN CONDUIT TO FIT PROPERLY UNDER THE J B COVER SPLICE INTO EXISTING WIRING ANO EXTEND ELECTRICAL SERVICE TO LUMINAIRE AT NEW LOCATION DELIVER POLE AND ARM TO CITY OF TUKWILA COORDINATE THE SL CIRCUIT DISCONNECT WITH PUGET POWER CO 7 SAW CUT FOR LOOPS SHALL BE A MINIMUM OF r FROM MN COVER •• ■ INSTALL 6.PAIR INTERCONNECT CABLE FROM THE NEW CONTROLLER CABINET TO THE SIGNAL BOX ON THE SIGNAL POLE AT THE SW. CORNER OF THE INTERSECTION OF WEST VALLEY HIGIWAY5 LOTH STREET ;'1) CONNECT TO PUGET POWER ELECTRICAL SERVICE SOURCE. CORE DRILL THE NORTH WALL OF THE VAULT FOR CONDUIT ENTRY. COORDINATE VAULT WORK WITH KAREN SHARP (235. 20M6) ONE WEEK PRIOR TO WORK AT VAULT. COIL III OF WIRE IN VAULT 70 ALLOW PUGET POWER TO CONNECT TO TRANSFORMER •,10 ` CAP END OF CONDUIT 2 FEET BEYOND ENO OF SIDEWALK ( 17\ TOP OF FOUNDATION ELEVATION SHALL BE 27.S. FORM THE PORTION ABOVE EXISTING GRADE WITH 3' K 3• SQUARE ANCHOR BOLTS TO PROJECT 10' ABOVE FOUNDATION 44 • - _ - 4 •• NON /••IIBINO- STNU•T■- WAT•A•■•WIB- •■UILOINO• _ 31451 (3B T) A 611. 6T E w eQM s SEAT. 9+59 4 4 (47 LL I CONSTRUCTION NOTES (SIGNING) RELOCATE 'DO NOT BLOCK INTERSECTION' SIGN AND - CHRISTENSEN TRAIL' SIGN TO NEW • A • POST • FEET EAST OF EXISTING LOCATION AND 3 FEET FROM FACE OF CURB ( 2 REMOVE 'RIGHT LANE MUST RIGHT RIGHT. 'AT SIGNAL' SIGNS AND POST (. 32) REMOVE STREET NAME SIGN 4- ) REMOVE RI -T AT TINE OF ROADWAY CLOSURE CO REMOVE TRAFFIC SIGN CO INSTALL RS• MOORED 1� 4OMLY) AT 5TA 10.90 ANO 3 10 FEET WEST OF THE CURB C) RELOCATE 'RIGHT LANE MUST TURN RIGHT. AT SIGNAL' SIGNS TO STATION 33.17.3 1 FROM CURB FACE XI cons• 7.57 142 RT) 32 + 67 (54 ant- ENTRANCO ENGINEERS, INC. KNWN And E•+ .WA PSR.UL AZ LEGEND VEHICLE SIGNAL VEHICLE SIGNAL LEFT TURN — +-► PEDESTRIAN SIGNAL f ► OPTICOM SENSOR PLUS BEACON • SIGNAL POLE AND FOUNDATION -- CONDUIT • JUNCTION BOX TYPE I O JUNCTION BOX -TYPE O JUNCTION BOX•TYPE M ® SIGNAL CONTROLLER CABINET SERVICE CABINET 0 SIGNAL STANDARD NUMBER 0 CORSTRUCTKIN NOTE CONDAT RUN NUMBER STA. 32.13 01 IROTH ST T• y.. 9 1( Z S. 180TH , STREET P 34 ..-` 35 ILV 1 E � /IST L P DET EWRNG/ Al ■ •3 A4 45 46 AT I S • • AND A B SHALL BE PROGRAMMED FOR DUAL ENTRY PHASING SEQUENCE DIAGRAM SIGNAL PLAN •"AT r 12 Ii IT to HEADS NO 21,61 DAAL MORE 12` Ii S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS 7 ,•.7'fjFe.,.asM • 12 12" 0 0 HEADS NO. 22,4 62. AI, e2 SIGNAL DISPLAYS 1. HEADS NO. 28, 29,68. 69, TB, e9 20' IN II } F v ••NOIN••RINO••TR•ET•• WASTER.•UWER•PARK ••�UILOINO• AuA61 weIIINS SCAT. • \ LANDSCAPE PLAN S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS ' P ELLS/INS TS RE LANDSCAPED I BUG A 1 • FREDERICC. 1.14EL.5O1 DISTRIBUTION CENTER - -- 6 LANDSCAPED "EDAM TO RETAIN LANDSCAPE NOTES •„ I. GROUND COVER SHALL BE INSTALLED CONTINUOUS EI(CEPT LI.IDER 5404-15 AND \ 2. PLACE THE SPECIFIED MULCH AND TOPSOIL PER THE SPECIFICUTIDI4S, DETAILS AND PLANS PLACE 2 OF SPECIFIED MULCH IN ALL PLAUTPJG BEDS PLACE s' Or 6 CIFIE 'T'OPSOM_ AC.EOROIUUA •T TREL PLANTTJ& DEVIL 3 CONTRACTOR. SHALL DETAIN AND PAT FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BYAPPU CABLE CODES AND oROHANCES FORTLIIS WORE ALL WORK lb BE PERFORMED PER LOCAL CODE RE. UIREMENTE AND MANUFACTURER .SPECIFICATIONS 4. EKISTING PLANT MATERIALS TO BE REMOVED AND RELOCATED SHALL Be PLACED PER THE FIELD DIRECTION OF THE ENGINEER 5 CONTRACTOR SHALL PROVIDE ENGINEER WITH A SET OF REPRODUCIBLE RECORD DRAWINGS AT THE COMPLET.ON of THE INSTALLATION AND APPRc 'AL S 6 ENSTINS LEGETATTON TO PUTAJN A' GEOLVT4U5 "INvecst orzu5 ACE. DEO7NATtI , - `PR.IFVUUM LAALLIWLIT1 ARCTpSTAP IYL��S ULA -UR$I _pws GLAB( _ vor u u.C�FIATA --\ 1 p• I d. • S. 180TH STREET \-- EALSTING VE6ETSRION TO RETAIN 0 0 • • k • :r NOTE GROUP° COVEitAKI r 5S SMALL NOT OE ARM) WTI. IMF MP NNE a AEES� 00 CON), SMALL MDT eE • TED WV... O5 LOOT Cf S • ; : i T r.i .75 AYIt RI sr EiSaN ILA, SP CPP ENE NEW TRH NEW SHIM •LANT•ON, r w Toys LEipEMi tP A GD NI M 44 LEDE1ERY) camp MACCJNIUM OLATUM (EvWRAR.;OM HLJCELS EE2{) PLANT LIST ARCTO.STAp1YLOS U.'A • L'RSI C KJ HNI CIWK) (ZSEUDOT3LIGA LIIENZJES II tO, GLAUCA (BLUE GREEN DOUGLAS FIR) TSUGA NETEIbPHYLLA CWESTERN HEMLOCK) CALOCEDIIUS DECUPSLENS (INCENSE CEDAR) ACER C.IRCINA (VINE MALLET .NUS GLABRA Ver LACINLATA C SUMAC) • PHTSOc UPITATUS CH NGBARR) CEONOTHUS TNRYSIFLORLS ( WILD LILAC) TREE PLANTING DETAIL NoT TO SCALE DIN -TITY S, +oo 3 G 11 29 4 4+ 4T ION T ?IYL StfT DARE ME IIEIM. NOSE OvotY Nat TI![ max HUST Nai as N =DLO WAR Fi6TMO ALE[ Sl]EUI.E v,•a� 5' o C PEW wF r wIRE DRS •FOND PENAR PLAN ..,- �Wf�•M TA A G W W1E TIPS Mx NW • ENDS MO STATE A SIR e RE ISCOTOR C THE MMUS CONTORT., O ME INORNLSTI E EIi* 5NGAT .EGRAS) ME IRACNI G ARE SWUCE MIA 11 N auk SEIOCE IEICEA IHN356I WRE I. TEA; AND!OA vow. MAO.IPTA L COTTpARDOD .SPECJFICAT.ONS 4CCN COM• A551-10141.1 NEGNT SAD 25 OR A5544C%J.1, b'NE16NT, BAB 25 oC oR AS SHOWN, evNOGNT, 6.21 lo'oC 3 'OE - MANS. e.• G• To ID'0 oR AS SHOWN b' oC of AS SHOWN, SAL COHT 4' o C op AS SHOWN, I SAL CONT 2' -- !GAL CONT U / d I SU l I a weQMs eUAT. • .iIr11�.IAl1.•STM.TIII. •WILOINO• [AAAMCR • I•LSOM ONTIIMITIOM CIATSA PLAN gEpuTocl DITRANCO INGREERS, NC. n11•• •r [mod. r T+•w4 a! ants 0. 2112 MANS) SROST. MOUND Mt 175 111 125 • 100 lL Hat I, MIlSI pR NIT. J LOT mr•CT 002 07 [•T AMA IMYSI01lMT -IT I f 711•• IYa 1Nf1 I 14 00.701 10• C01A1 . t CROSS SECTION A -A S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS •.{ SITE PLAN AND SHOREUNE CROSS _CTION • i w 01 FP rEERICK f.!- IELSON DLSTRIBUTION CENTER 5TI1.16 L4IDSCAPED HEDVN To RETAIN ( \ — \ — EALSTIH6 LANDSCAPED \ TSUGA t4ETEBopHYLLA AREA To REMAIN LANDSCAPE NOTES I. GROUND COVER SHALL DE INSTALLED CDNTINUOUS UCCE.P'T LLJDER SHFID AND TREE CANOPIES, FOR ALL AREAS TO RECEIVE EINNI KINIK. 5 EB DETAR -TFIS 6FEEZ 2• PLACE THE SPECIFIED MULCH AND TOPSOIL PER THE SPECIFICATIONS, DETAILS AND PLANS PLACE 2 "0FSPECIFIED MULCH TN ALL PLANTING BEETS PLACE 6' OP •rECIFICO TOPSCHL ACC.ORDILJ6 TO TREG PLA.I.M.16, locum_ 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BYAPPLI CABLE CODES AND ORDINANCES FORTNIS NODE A.. WORK TO BE PERFORMED PER LOCAL CODE REQUIREMENTS AND MANUFACTURER SPECIFICATIONS 4. E IET1NG RANT MATERIALS TO BE REMOVED AND RELOCATED SHALL BE PLACED PER THE FIELD DIRECTION OF THE ENGINEER S. CONTRACTOR SHALLPPOVIDE ENGINEER WITH ASET OF REPRODUCIBLE RaCORD DRAWINGS AT THE COMPLETION OF THE INSTALLATION AND APPROvAL EAISTIN6 VEGETATION TO FETA1N A2CTDSTAPiYLO5 U•A -URSI I f i �I CA.LOCEDRUS - bCCURRENS S. 180TH STREET \ --FASTING VE6ETATiON TO RETAIN 9MBOLS 0 0 0 0 0 Cr • NEW GROINS COYER $MALL NOT BE PLANTED WTN ,ONE Tom o< SHWAS STAN j \\ ,GTE, n \ \ GROUO CO/EP no SHIMS SHALL NOT BE PLANTED WIT. = 1 ,\ TIE DPP LEE OF TAUS N I Al 1 , ADDITION. GROINS COYER 1 }'N\ Ol t A 4.11 I — \ \ At 4.1'. \ • \ ARCTOSTAPHYLOS WA-L.129 C KIN N I KL NIK) TREE PLANTING DETAIL NOT TO SCALE PLANT LIST N ANTES PSEUDOTS116A MENZIEE II Lcr GLAUCA CBLUE GREEN DOUGLAS FIR) TSUGA HETEROPHYLLA CUESTERN HEMLOCK) CALOCEDRUE DECURREHS CINCENSG CEDAR) ACER C.IRCINATUH (VIAIE MAPI-El RHOS GLIIBRA vOr LACINIACA LSUMAC) PHYSO CARPUS CAPITATUS CNINBBARIE) CEONOTHLIS THRYSIFLOEUS CHILD LILAC) vACCINIUH PARNFOLIUM C RED H44C4C1.5BCRRY) WCCIHIUM OVATUM C E✓1RzC RBEM HUCFLGBER@() 20 GAZA ER .1 i R OO T DA BALL 61NNTITY 3 G 19 29 4 49 47 108 T? BA SOFT DARK GAEDI Rae• NOSE OVERLAP NOSE 'TEE TRAK IAJST NOT PI VISE BE N CONTACT WIREBAR IAN PLII IZ' TO .SPECIFICATIONS INCH C✓7NT. AS-SHOWN HEIGHT BTB 25oC oR A5.5.IONN S HEIGHT, BIB 250C OR AS SHOWN, O'HEGHT, BIB O' O.C 3 TRUNKS, D•D 6'TO 10' 0C OR AS 5N0N1. 5 OC . GALY. WDE TITAN BAD, MIRE DOS PRO STAKE WRAP WRE EP ARCING DEBAR Cr PA 24• TOW DEPTH A AI DONE PPE pusITe !MAT. •INNOINNNRINO• •WATNR•UREW<R•PARKII••UILOINO• S. 180TH STREET /SPERRY DRIVE INTERSECTION AND PARKING IMPROVEMENTS LANDSCAPE PLAN i A .1•1 N VI m1YN1 ODENDUM A)o I r11I. N zo' 1. BRIEFLY DESCRIBE YOUR PROPOSAL: New signal and driveway at Sperry and 1 with adjacent parking area for trail users. 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and subdivision; or tax lot number, access street, and nearest intersection) North side of South 180th Street between Sperry Drive and the Christensen/ Interurban Trail along the Green River. Quarter: NW 3. APPLICANT:* Name: City of Tukwila - Department of Public Works Signature: Date: * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. 4. PROPERTY Name: OWNER C DESIGN REVIEW APPLICATION (This information may be found on your tax statement.) Address: 6200 Southcenter Boulevard; Tukwila, Washington 98188 Phone: (206) 433 -0179 Address: Phone: Section: 35 AFFIDAVIT OF OWNERSHIP Township: 23 Range: 4E I /WE,[signature(s)] swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Oate: c c The following criteria will be used by the BAR in its decision- making on your proposed project. Please carefully review the criteria, respond to each cri- terion (if appropriate), and describe how your plans and elevations meet the criteria. If the space provided for response is insufficient, use extra space on last page or use blank paper to complete response and attach to this form. 5. RELATIONSHIP OF STRUCTURE TO SITE A. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement. B. Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas. C. The height and scale of each building should be considered in relation to it site. RESPONSE: The proposed parking area will be screened with native plantings. A pedestrian path designed to accommodate wheelchairs connects the parking area with the trail. 6. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA on the north s'de •f 180 i . ''massy- s-i- '.1 be compatible with the natural environment of the trail_ DESIGN REVIEW APPLICATION Page 2 A. Harmony in texture, lines, and masses is encouraged. B. Appropriate landscape transition to adjoining properties should be provided. C. Public buildings and structures should be consistent with the estab- lished neighborhood character. D. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. E. Compatibility of on -site vehicular circulation with street circulation should be encouraged. RESPONSE: Vehicular circulation will be efficient and safe with the addition of the signal and new driveway alignment. New sidewalks will be constructed Native slants will 7. LANDSCAPE AND SITE TREATMENT See previous statements about landscaping. DESIGN REVIEW APPLICATION Page 3 A. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized and preserved and enhanced. B. Grades of walks, parking spaces, terraces, and other paved areas should promote safety and provide an inviting and stable appearance. C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. 0. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. E. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. F. Screening of service yards, and other places which tend to be un- sightly, should be accomplished by use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. G. In areas where general planting will not prosper, other materials such as fences, walls, and pavings of wood, brick, stone, or gravel may be used. H. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. RESPONSE: All paved areas and walkways have been designed to meet safety require- ments. The pedestrian path connecting the parking area to the trail meets handicapped access requirements and includes a handrail for safety. 8. BUILDING DESIGN DESIGN REVIEW APPLICATION Page 4 A. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to surroundings. B. Buildings should be to appropriate scale and be in harmony with per - ma ent neighboring developments. C. Building components - such as windows, doors, eaves, and parapets - should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. D. Colors should be harmonious, with bright or brilliant colors used only % for accent. E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. F. Exterior lighting should be part of the architectural. concept. Fix- tures, standards and all exposed accessories should be harmonious with building design. G. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form, and siting should be used to provide visual interest. RESPONSE: N/A 9. MISCELLANEOUS STRUCTURES AND STREET FURNITURE DESIGN REVIEW APPLICATION Page 5 A. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and pro- portions should be to scale. B. Lighting in connection with miscellaneous structures and street furni- ture should meet the guidelines applicable to site, landscape and buildings. RESPONSE: N/A INTERURBAN SPECIAL REVIEW DISTRICT N/A The following six criteria are used in the special review of the Interurban area in order to manage the development of this area, to upgrade its general appear- ance, to provide incentives for compatible uses, to recognize and to capitalize on the benefits to the area of the amenities including the Green River and nearby recreational facilities, to encourage development of more people- oriented use, and to provide for development incentives that will help to spur growth. Please describe how your proposed development relates to the goals for this District. Use additional response space, if necessary. 10. The proposed development design should be sensitive to the natural amenities of the area. 11. The proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. C DESIGN REVIEW APPLICATION Page 6 12. The proposed development should provide for safe and convenient on -site pedestrian circulation. 13. The proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. 14. The proposed development should seek to minimize significant adverse environmental impacts. 15. The proposed development should demonstrate due regard for significant historical features in the area. (29 /OSGN.APP1 -3) Tire 411. $1 / " Z ' ZI; , 11 0 . CITY 1.1•1 . p 1.•••••••••• RAY A. JOHNSON SENIOR VICE PRESIDENT CHIEF FINANCIAL OFFICER September 26, 1989 Mr. Ron Cameron City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Mr. Cameron: Per your request, INTERSECTION IMPROVEMENT AGREEMENT - Page 1 4 7, O C ,' L Ell'G MII INTERSECTION IMPROVEMENT AGREEMENT South 180th Street and Sperry Drive Project Number 88 -RWO9 THIS AGREEMENT is made and entered into on February , 1989, among the City of Tukwila, a Washington municipal corporation (hereinafter referred to as "the City "), Frederick & Nelson (hereinafter referred to as "F &N "), William E. Boeing, Jr. (hereinafter referred to as "Boeing "), Dane Armstrong, (hereinafter referred to as "Armstrong "), , and First Interstate Bank of Washington, N.A. (hereinafter referred to as "1st Interstate "). W I T N E S S E T H WHEREAS, the City is in the process of the design and construction of a traffic signalization project at the intersection of State Route 181 and South 180th Street; and WHEREAS, the City and the other parties believe that the design and construction of intersection improvements at south 180th Street and Sperry Drive, including signalization, and signing and closing driveways, would result in a safer and better traffic flow in the area; and WHEREAS, the City is seeking to extend and improve parking for Christensen Trail and related parking projects; and WHEREAS, the parties agree that each will benefit from a coordinated design and construction effort and a sharing of the cost of this project. NOW, THEREFORE, in consideration of the mutual benefits and conditions hereinafter contained, the parties agree as follows: 1. Description of the Work. The work to be performed under this Agreement includes the closure of driveways on the north side of South 180th Street, the construction of a new access aligned with Sperry on the north side of the intersection, the construction of additional parking, the revision of existing parking, the installation of a traffic signal, signs, marking and lighting, the construction of a sidewalk on the north side of the intersection, utility and landscape work, and miscellaneous work related to the above items. The improvements shall be constructed and undertaken generally in accord with a conceptual plan dated December 28, 1988, and prepared by Entranco. The estimated cost for the above work is $225,000. Construction engineering (inspection) shall be deemed part of the construction cost. 2. Design and Approval of the Work. The City, at its sole expense, shall engineer and design the work; provided, however, that no job shall be let or work undertaken except INTERSECTION IMPROVEMENT AGREEMENT - Page 2 4 7 5 0 C 5 ' L E H/ G I1 H upon the prior written approval of all parties of the design for the work. 3. Construction Funding. A. The cost of the work shall be paid for by the parties as follows: (1) The City will pay Ninety Thousand Dollars ($90,000) for construction of the improvements as shown on the Entranco drawing dated December 28, 1988. (2) Twenty -Five Thousand Dollars ($25,000) of the balance of the construction costs shall be paid for by F &N. (3) One Hundred Ten Thousand Dollars ($110,000) of the balance of the construction costs shall be paid by the various owners of the property south of 180th on Sperry Drive in accord with the figures set opposite their respective names: AMOUNT PERCENT (a) Boeing $ 23,056.00 20.96% (b) 1st Interstate 74,470.00 67.70% (c) Armstrong 12,474.00 11.34% TOTAL $110,000.00 100.00% B. Payment by the parties shall be made into an escrow account pursuant to an escrow agreement, which shall instruct the escrow agent to disburse moneys for work performed in accordance with directions from the City. The parties shall make their deposits within 30 days of receiving written notice INTERSECTION IMPROVEMENT AGREEMENT - Page 3 .1 7 !, 0 1 . f i l l ' G M II C INTERSECTION IMPROVEMENT AGREEMENT - Page 4 from the City; written notice will be sent at the time of project advertisement for bid. C. No contract shall be let for any of the work until the parties have deposited with the escrow agent the full amount of their financial obligations under this Agreement. D. In the event the bid(s) of the lowest responsible bidder(s) for the work is more than $225,000, but less than $245,000, each of the parties (excluding the City) agrees to pay the same percentage of said excess cost as the percentage it is paying of the initial $225,000. The parties shall make the deposits within 30 days of written notice. E. In the event the lowest responsible bid(s) exceeds $245,000, no contract shall be let for any work nor shall any improvements be undertaken, except upon the written agreement of all parties hereto, and if the parties do not so agree within 60 days of receipt of notice, then this agreement shall terminate and the escrow funds shall be refunded to the parties. F. If construction costs are less than $225,000 then, the remaining escrow account balance will be equally divided between the north and the south, with the south being shared in the same proportion as shown in item A(3). G. This Agreement expires if the construction contract is not awarded by August 31, 1991. INTERSECTION IMPROVEMENT AGREEMENT - Page 5 4 75OCS /r.F.lr: rUIl 4. Grant of Easement and Utilization of Said Easement. A. F &N will grant the City an easement for access and parking in an area shown generally on the Entranco drawing for additional parking and access for Christensen Trail. The City shall indemnify F &N against claims, demands, and liabilities arising in connection with use of the parking lot and access road. B. F &N will receive credit in respect to the parking easement area for off - street parking in the event of future development of any property owned by it adjacent to the easement area in accord with a credit schedule to be agreed upon by the City and F &N before construction commences under this Agreement. C. F &N will have exclusive right of use of the parking area within the easement area during regular business hours. The City will have exclusive right of use of the easement area and parking facilities for Christensen Trail use purposes every evening after 5:30 P.M. and all day on weekends and holidays, provided, however, there will be a joint use of the area during four sale periods each year at times to be agreed upon by the City and F &N. 5. Construction Schedule. No work shall be performed under this Agreement which would serve to impede the flow of traffic between November 1 and January 10 unless mutually agreed to between F &N and the City. INTERSECTION IMPROVEMENT AGREEMENT — Page 6 •i 1 s 0r i rn 6. F &N Driveway. The western F &N driveway shall remain open. 7. Preliminary Design. The preliminary design work to be conducted by the City shall include an investigation of an extension of Sperry Drive to Saxon Drive. Investigation shall also consider various matters related to F &N's truck - loading operations, F &N's traffic circulation, the east parking lot /F &N's driveway /Sperry Drive intersection, and right -of -way needs generally within the project area. 8. Landscaping. The City shall be responsible for resolving landscaping issues related to the project improvements. 9. No Waiver of Rights. Failure of any party to insist on the strict performance of any of the terms of this Agreement shall not be construed as a waiver or relinquishment of that party's rights thereafter to strictly enforce any such term, but the same shall continue in full force and effect. 10. Binding Agreement. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees, and successors. 11. Recording. This Agreement shall be recorded with the King County Auditor and the cost of said recording shall be paid by the non -City parties. 12. Litigation. In the event that any party shall commence litigation against the other in order to enforce any term or condition of this Agreement, the prevailing party in such litigation shall be entitled to recover its costs, including reasonable attorney fees. 13. Entire Agreement. This Agreement contains the entire understanding among the parties hereto, and except as expressly provided herein no other agreement, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto or to have any other force or effect. CITY OF TUKWILA FREDEI CK & NELSON By By/zre WILLIAM E. BOEING, JR. [Acknowledgments follow] INTERSECTION IMPROVEMENT AGREEMENT - Page 7 4 7 S G C 5/ 1. E H/ G M H DANE ARMSTRONG FIRST INTERSTATE BANK OF WASHINGTON, N.A. By By STATE OF WASHINGTON ) ) ss. COUNTY OF K I N G ) STATE OF WASHINGTON ) ) ss. COUNTY OF K I N G ) INTERSECTION IMPROVEMENT AGREEMENT - Page 8 475OC 5 /LEH /G[7H ACKNOWLEDGEMENTS DATED: , 1989. [Acknowledgments continue on page 9] I certify that there appeared before me a person that I know or have satisfactory evidence was who signed this INTERSECTION IMPROVEMENT AGREEMENT, on oath stated that is authorized to execute the instrument and acknowledged it as the of THE CITY OF TUKWILA to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Notary Public in and for the State of Washington, residing at My appointment expires I certify that there appeared before me a person that I know or have satisfactory evidence was Ray A. Johnson who signed this INTERSECTION IMPROVEMENT AGREEMENT, on oath stated that he is authorized to execute the instrument and acknowledged it as the Chief Financial Officer of FREDERICK & NELSON to be the free and voluntary act of such party for th- es and purposes mentioned in this instrument. 2 DATED: i,, ,> , 1989. arat Wash). gton, r M appointment e