Loading...
BLD2024-0979 Staff Report AttachmentsDIVISION i[I]SIGNS 10/11 /24 City of Edmonds Planning and Development Services 121 5th Avenue North Edmonds, WA 98020 RE: Langer Building Signage B LD2024-0979 Location: 21600 Highway 99, Edmonds, WA 98026 We kindly request that the design review of this sign permit be referred to the Architectural Design Board in time for their meeting on Thursday, October 24tn This sign permit is being submitted on behalf of the Verdant Health Commission for a medical building renovation project that houses an Urgent Care facility at the corner of Highway 99 and 216th St. SW. Verdant is trying to remedy a chronic problem faced by its patrons who, during a medical emergency, are having a very difficult time identifying and locating the urgent care facility within this property. The sign code 20.60.045 (E) and 20.60.045 (F) allows either one sign at the corner of two public streets or one sign for each frontage. We are requesting that the Architectural Design Board modify this requirement to allow for three free-standing signs at this property. Verdant, myself, and their design team, JPC Architects, has determined that a sign at the corner of Highway 99 and 216th St. SW, as well as at each driveway entrance on Highway 99 and 216th St. SW, is critical for directing patrons in to the facility. Since most visitors will be directed to the corner of Highway 99 and 2161h St. SW, having a sign here is our first opportunity to grab their attention and give them confirmation they are near their destination. Having a sign at the driveway entrance on 2161h St. SW is equally important because the Swedish Medical Facility is located further down 216th St. SW and it is imperative we have a sign that directs people off of 216th St. SW in to our parking lot. The sign code 20.60.015 (B-1 a) allows the board to consider our request due to the unique configuration of the property, and sign code 20.60.015 (B-2b) would allow the board to increase the allowable sign quantity by 50% from 2 to 3. In the interest of public safety, we strongly encourage you to approve this modification. Sincerely, Jor en Weiner I President DIVISION 10 SIGNS 19410 Hwy 99, Ste A - 225 1 Lynnwood, WA 98036 c 425.563.9599 1 f 425.740.0184 1 ejordenw@Divisionl Osign.com Initials: E5-1 LANGER BUILDING 21600 E7.1-1 I E7.1-2 LANGER BUILDING 21600 E7.2-1 I E7.2-2 Approved as is Approved with changes Revise and Resubmit E6-1 7) SWEDISH Customer Signature: Date of Customer Review: DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@Divisionl OSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 CLIENT Verdant Health Commission 4710 196th St. SW Lynnwood, WA 98036 Ania McCleary 1425.894.2238 ARCHITECT / DESIGNER JPC Architects 909 112th Ave NE, Ste 206 Bellevue, WA 98004 Christine Benda 1425.641.9200 1. Issued 1 6.29.24 2. Submittal 02 Review Comments 1 7.12.24 3. Re -issued 1 7.29.24 4. Submittal 02.1 Review Comments 1 8.1.24 5. Submittal 02.1 Meeting Notes 1 8.27.24 6. Re -issued 1 8.30.24 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. Fonts AVENIR ROMAN abcdefghijklmnopqrstuvwxyz ABCDEFG H IJ KLM NOPQRSTUVWXYZ 1234567890 AVENIR MEDIUM (Default font unless noted otherwise) abcdefghijklmnopqrstuvwxyz ABCD E FG H IJ KLM N O PQRSTUVWXYZ 1234567890 AVENIR HEAVY abcdefghijklmnopqrstuvwxyz ABCDEFG H IJ KLM NOPQRSTUVWXYZ 1234567890 Plastics & Metals M-11 Bright White lowmark 204 Bright White M-21 White Wjil Rowmark 401 Black M-4 I CFentria 850 Light Oak Centria 850 Light Oak M Brushed Aluminum IN Brushed aluminum with satin clear coat P-1 I Centria 9989 Platinum MP 18100 Silver Star Metallic P 2 Centria 9960 XL Medium Gra MP I P-3 I Centria 9921 Charcoal Gray ' 00547 Mudstone PMS 35MYK 92, 5 P-61 Urgent Orange PMS 152C General Notes 1. Review shop drawings carefully for missing information and provide a detailed response. 2. All finishes shall be low -sheen unless noted otherwise. P-7 Blue Green P-81 Dark Red PMS 3506C CMYK 92 59 0 0 PMS 5545C P-10 Yellow I Pantone 7406C Amin M Standard Black SW 6258 Tricorn Black P-12 1 White Standard White M 7125 Controltac Matte Black V-2 1 White IM 7125 Controltac Matte White M 7125 Scotchcal PMS 186C V-4 I White agineer Grade Reflective DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@Divisionl OSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 CLIENT Verdant Health Commission 4710 196th St. SW Lynnwood, WA 98036 Ania McCleary 1425.894.2238 ARCHITECT / DESIGNER JPC Architects 909 112th Ave NE, Ste 206 Bellevue, WA 98004 Christine Benda 1425.641.9200 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. PROVIDED RENDERING N.T.S. DETAILVIEW IN- 16" (1 '-4") - LIT SIGN THIS SIGN WILL REQUIRE ELECTRICAL HOOK UP. CUSTOMER IS REQUIRED TO SCHEDULE A LICENSED ELECTRICIAN TO RUN POWER TO THE SIGN AND DO FINAL HOOKUP. TALKTO YOUR SIGN CONSULTANT IF: • YOU WOULD LIKE YOUR SIGN COMPANY TO COORDINATE YOUR ELECTRICAL • YOU HAVE ANY QUESTIONS REGARDING THE POWER REQUIREMENTS FOR YOUR SIGNAGE. LETTERFORM ALUNq- RETURNS W/ PVC LEDGES FOR FACE & BASE COLOR: P-2 1 /4" ACRYLIC FACE— COLORWHITE 3MM ACM BACKS, P-2 LED COLOR: WHITI 1 /4" EASY CLIP STRUCTURAL ADHESIVE NON -CORROSIVE SCREWS — PAINTED TO MATCH RETURNS RACEWAY MOUNTING CLIPS FASTENED WITH NON -CORROSIVE 3'5FASTERNERS. DETERMINED BY WALL CONDITIONS TO PRIMARY POWER CONDUIT TO HOUSE PRIMARY POWER — POWER SUPPLY 2.5" D TRIMLESS FACE -LIT CH. LTRS. ON A RACEWAY n ­"- A' II.- r,"' III F W/GLOSS LAM DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@DivisionlOSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 1 Submittal 02 Review Comments 1 7.12.24 2 3 4 5 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. i.n m in N 120.5" 2„ 60.25" 2„ 12" DIVISION 0 Opp I [11SIGNS oo • 0 pp ISH IV ^' Jorden Weiner liiiiiiiiiii■ T c 425.563.9599 1 f 425,740.0184 WE ejordenw@DivisionlOSign.com NOTE: Please provide us with a PMS color match for the Swedish blue logo. LJ V PROJECT ADDRESS Langer Medical Building 21600 Highway 99 ARE Edmonds, WA 98026 URGENT C F 0 ©a • 1 D ILLANGER BUILING 2 3 zoo 5 :'�II1� :1'tl . •�• Enlarged Elevation View Scale: 1" = 1'-0" Existing Sign Not to Scale Push -through clear acrylic lettering with perforated black vinyl ©Mechanically fastened face panel, P-1, lettering backed with white translucent polycarbonate ©Mechanically fastened face panel, P-2, lettering backed with white translucent polycarbonate Side Elevation View a Mechanically fastened face panel, P-3, lettering backed with white translucent polycarbonate Scale: 1" = V-0" © Mechanically fastened face panel, P-4, lettering backed with white translucent polycarbonate Mechanically fastened face panel, P-6, lettering backed with white translucent polycarbonate Remove peeling/chipping paint and refinish with Sherwin Williams Pro -Industrial DTM Paint, P-11 aAvenir Heavy font �a o SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. iD M Ln M I 6" 2 54" (Center building name horizontally) 48" ER BUILDING 21600 • 60.000" Enlarged Elevation View - Side A Scale: 1 " = 1'-0" 00 LANGER BUILDING 21600 ,00 Be /©0 Electrical rough -in to be coordinated with Axiom Contractors. Enlarged Elevation View - Side B Scale: 1"= 1'-0" 6" 24.000" Enlarged Side Elevation View Scale: 1" = 1'-0" 2 DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@DivisionlOSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 1 Submittal 02 Review Comments 1 7.12.24 2 Submittal 02.1 Review Comments 1 8.1.24 3 Submittal 02.1 Meeting Notes 1 8.27.244 4 5 Internally illuminated sign cabinet, P-1 © Push -through clear acrylic lettering with Finished perforated black vinyl Grade © Mechanically fastened face panel, P-2, lettering backed with white translucent polycarbonate aMechanically fastened face panel, P-4, lettering backed with white translucent polycarbonate ©Mechanically fastened face panel, P-6, lettering backed with white translucent polycarbonate Avenir Heavy font a 0 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. Axiom Construction to provide gravel backfill under sign cabinet and over entirety of concrete footing. Division 10 Sig existing signs m 10 Mounting Elevation View - Side A Not to Scale Mounting Elevation View - Side B Not to Scale DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@DivisionlOSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 1 Submittal 02 Review Comments 1 7.12.24 2 Submittal 02.1 Review Comments 1 8.1.24 3 Submittal 02.1 Meeting Notes 1 8.27.244 4 5 Internally illuminated sign cabinet, P-1 ©Push -through clear acrylic lettering with perforated black vinyl ©Mechanically fastened face panel, P-2, lettering backed with white translucent polycarbonate aMechanically fastened face panel, P-4, lettering backed with white translucent polycarbonate ©Mechanically fastened face panel, P-6, lettering backed with white translucent polycarbonate Avenir Heavy font a 0 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. 54" (Center building name horizontally) 6" 48" ER BUILDING 21600 V, 0 AR D a 00 LANGER BUILDING 21600 • I Electrical rough -in to be coordinated with Axiom Contractors. 1 60.000" Enlarged Elevation View - Side B Scale: 1 " = 1'-0" D Enlarged Elevation View - Side A Scale: 1"= 1'-0" DIVISION . a f [11SIGNS 6" Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@DivisionlOSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 1 Submittal 02 Review Comments 1 7.12.24 2 Submittal 02.1 Review Comments 1 8.1.24 3 Submittal 02.1 Meeting Notes 1 8.27.244 4 5 Internally illuminated sign cabinet, P-1 © Push -through clear acrylic lettering with Finished perforated black vinyl Grade © Mechanically fastened face panel, P-2, lettering backed with white translucent polycarbonate aMechanically fastened face panel, P-4, lettering backed with white translucent polycarbonate ©Mechanically fastened face panel, P-6, lettering backed with white translucent polycarbonate aAvenir Heavy font a 0 24.000" t Enlarged Side Elevation View Scale: 1" = 1'-0" SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. Division 10 Signs to remove existing sign Axiom Construction to provide gravel backfill under sign cabinet and over entirety of concrete footing. — 15' Landscaped Are 60" Minimum from sidewalk Mounting Elevation View - Side A Not to Scale Mounting Elevation View - Side B Not to Scale DIVISION I [11SIGNS Jorden Weiner c 425.563.9599 1 f 425.740.0184 ejordenw@DivisionlOSign.com PROJECT ADDRESS Langer Medical Building 21600 Highway 99 Edmonds, WA 98026 1 Submittal 02 Review Comments 1 7.12.24 2 Submittal 02.1 Review Comments 1 8.1.24 3 Submittal 02.1 Meeting Notes 1 8.27.244 4 5 oInternally illuminated sign cabinet, P-1 ©Push -through clear acrylic lettering with perforated black vinyl ©Mechanically fastened face panel, P-2, lettering backed with white translucent polycarbonate aMechanically fastened face panel, P-4, lettering backed with white translucent polycarbonate ©Mechanically fastened face panel, P-6, lettering backed with white translucent polycarbonate Avenir Heavy font a 0 SIGNAGE IS TO BE PRODUCED FROM THESE CONSTRUCTION DRAWINGS. CLIENT SHALL VERIFY ALL DIMENSIONS, SPELLING, MATERIALS, AND ACCURACY. PRODUCTION WILL BEGIN ONCE THE FINAL APPROVED SHOP DRAWINGS ARE RECEIVED BY DIVISION 10 SIGNS. COLORS SHOWN ARE FOR PRESENTATION PURPOSES ONLY. PLEASE REFER TO COLOR CHARTS, SAMPLES, AND MOCK-UPS FOR TRUE COLOR MATCHES. Sign Type E7.1 N.W. 1/4, SEC. 29, TWP. 27 N., RGE. 4 E., W.M. Sign Type E6 - _ A"LIeIL 10' PO RLINE EASEMENT PER REC. NO. 9707160245 Z / (TRAC 31 & E. 1/ 2 VACATED SPRUCE STREET ONLY)O(- � DRIVEWAY MAINTENANCE CN I uj• EASEMENT PER REC. NO. � UP W/ 8" POWER 9801200732 I Q UP W/ 3 TRANSFORMERS DROP E. f SIDEWALK 0.4' CLEA I I & 8" TC DROP E. / SIDEWALK t,y 5' TRANSF. / ENCROACHES r ON CP _ _- -�--- S.W. 216TH STREET SSMH �, O� 0.5' 10' & 15' POWERLINE SEMENT 6 - - _._-__ - _ y ASPHALTIC CONRETE PAVEMENT (GOOD CONDITION) � PER REC. NO. 910419- 7 G. -- SSMH "21600 ENTRANCE" SIGN "NO PARKING ANYTIME" SIGN 4" TRANSF. / O� - - - 12" SS - - - �- - ram. - _ - - - + _ _ _ _ _ - - - - - - - SSMH r - SIDE WALK ON PROP. LINE `riP z; r ON CP / G N "NO PARKING ANYTIME" SIGN- _ _ _ _ - -- _ TIC -- 12 SS----------------�_-------_12 SS----- BUS STOP SIG 6" CC W/ 12" CG -�/ N� - -T�"'_D r.•ti -------- SSMH -12" SS3 1. 5' C: =C:CON. �• : :. N - --- - -_ - - -- - - __ — -=SL24" TIECONC.3 6• --TC < i-89'12'15"W 478.21' : (2) WM „�. „ . ,a; •r • • r -- - -- -- 3 - - GU- C WHCR , .- :.:.'% C. �_ �. •HCR Ezp 'VEJ6 DW RET. WALL �?- - EC & TC - •� _:_•:__; LP --- --- TC- _ DW---- -- T __ 3�Q'G PV GU EC & TC 1; O HOP':' R �----- FIBEROPTIC TELEPHONE '1 o' CW ------ -_'S _ A/C WALK--pL_-- -- C 6" DEC. UP W/ 4" 14.9j --iGUY _ _ _ _ CONDUIT E. EASEMENT PER REC. NO. - - I- .` PL TS--- - pW � -d- _ PL_ _-o,•._ r 9612310775 1 -- J I .•, PM r-- ---� 1 E. COR. RE7. - DW t_ GENERATOR ON 233.0' WV \ \ 2ND STORY \ 12'CMP TRAP WALL G 2' W. I - t : ,0 CONCPAD O in A/C OF PROP. LINE 1(2) ICV . 2ND STORY OVERHANG W / RISER o s + f ci = OVERHANG 2.0I a SDMH I - --12" CMP SD - A/C a •WM ❑M v '� M 6 POWER EASEMENT CB 0. ---i 6" CON. MAIN 2ND PL N -� 15' WIDE THIS AREA ° MW w 1 --- 3 co li O: �, O V O DW FLOOR LNTRY N '+ 6 21P S z z 0 I STEPS `� ` .: ; 4.2' w v — N •_ �. r 1� kd• W 8" CONC. RE:T. WALL - w c, :::' 12.0 " K R IJ G E R CLINIC " ;''' "cR: Q ~ °` I QYa I I N,' DW-r„ �/ I z¢ 21600 SR 99 2ND STORY r �, ; ry/ a ui C "o.- LP CA I- w 3 N i c�.! 2 STORY WOOD FRAME BUILDING OVERHANG -�� 7'0 , ; :: I y 1i tG Q Z o I - z e a o 6" DEC. in 29,235 SO. FT. EQUIP. CB i 1� + PL 3 w N E. COR. RET. I p _j 0 :� a SHED - 3+ — I � too ` WALL 0.3' W. I a J o N I g° ; D �? i A/C oc / OF PROP. LINE I -- CC 0 a o 28.0' CC qc z IN PO I w cr i- 9.0' _ 2ND STORY ,� ° o 6 LP �.- F- Q U Nll� BUILDING CANOPY W / I :' OVERHANG o� LP Ww CC CC LL I PO _1 4" DEC. 8 SUPPORT POSTS - - N/ 6" CC U O to 0 0 i z •:..;;r'::.Y. : ►. ^ o ,; i N 2ND STORY 4.. DEC. q/ i - -MOW ;. ` CW:. ` N 14.. OVERHANG w0UR• ;o` : O I _- - '' PVC i I r y o/ I - - _'', 'i ,� SD - - 1 i I I ° 4" DEC. bo I M W 6.0' i _ 76.3' I j rl I -r 8" ECC DW STEPS ;.' PL --� / OC r I O 't'�. m �.1, •pW:i~ •CUV.:a,,..•: �e:.�' `.. •..1�1 PL z I _ I 03 p !d W 14.0, +.HCR'�� CB �/ a U w I of 3 08 L ®DW 6:'i i ROW OF °/ I I M 6" PVC SD VACATED SPRUCE STREET 4" DEC. 3 I ° U CL SIGN ON in STEPS - -- - - —� w A/C I Z co Z N I I O a CONC. PAD 0 I r- - - I V i ` in 29.0' DW 4" DEC. I I LP '3\ 0 I `:. STEPS -PL - - DW DW DW STEPS:*. A/C o I 12 P.S. I C 6" DEC. I I PL ' -- - '= - - . "' I I I 6" DEC. q/ .a °j '/Io I ++ FH o I 4j / ' • Y� I I � LP 1v: L-Li— IIII4..DEC.------ o----f-1 0- CB WOOD TRASH ENCL.---�B----(3) WV------------------- W _ 17 P.S. ---- I �;� F _ J -- 11 P.S. J ° 12;-0ON CONC. PAD- - - 6--` �`�--6"CC- ?---------r---- - - 1 - --I- �-- - - _s'_ so CONC. SD �- DEC _ SDMH A/C A/C j A/C CC I \ �� / 8" ECC (TYP.) -0_ w O l r- - I �� I I 21IP.S. I \� 1 / 4" DEC. I GAP I O a z l I I �•i w> a I - I T o 9 P.S. / Z U J a. w l LP I I IWV�� I /I o 6.. DEC.CL I j uj - - _ IMP � 0 J 0 I III D I I , o / rV ° 10 P a CC a a N I I I I I 21 P.S. 'i' 6" DEC. / // / REC. J� ` j I I / 8 P.S. IN / %' "/ & E. > a rn 10" CONC. I cr MLL) O D RET. WALL - ( ♦_ MW ` // I I / •, ' �,�HCR / ONLY 4" DEC. Ow CC F- c0v I TRAFFIC FLOW-/� A/C �;/ j ►- U ARROW (TYP.) Iz uj � Z 15,2' UNITED STATES OF AMERICA - { CB A/C j � Cxr _ W I ,,. TRANSMISSION LINE EASEMENT 8" ECC w a w d I PER REC. NO. 1059743�� / I •r/ a a O w 8" CON. �� 10 P.S. ;I I O I w 11. ;VO - - - - r - - DRIVE W a ll a ( ° I I I o I 13 P.S. I ;o / /,�: PER R \ I \ `o� UP ,/ CAPPED PED / 3 LP :- _ ---_- LP I 1 S LP/ "...S. _ _ -- - --- - - PL - J _ 31.68' _ _ ICV ;, , - r - - - - - - � - -- - - - - - - � GUY FICR LEGEND SI ON CONC. BASE r8' KRU ER CLINIC" "KA FMANS PHARMACY"- ' r u rif PLACE tRWR = 4 55'20" SEWER LIFT STATION % n�}yf �T CONTROL 00"46'S3"E I 28.91, ED T �'��• ,�w � � ' "• .. . l ' �. = 1.09 f - LJS C = 23.68 - s _ Sw SL �- SIDEWALK -' ENCROACHMENT " THIS AREA. MAX. ' / SITE- y ti -SIGN 0.1' ^t411°40'04"W GUY �; - CLEAR 30 15 0 30 tiEli ;r 29.32' (2) TSV SCALE ---- IN FEET dE>~t T'i L. 1-I E t GHT PL 1" _ 30' W- :. su 220TH r ` f - 6" DEC. o UP , ;f Lw SIGNAL POLE W / _ WALK LIGHT - EASEMENT FOR FIRE HYDRANT = _ ' ' I T ; AND SEWAGE LIFT STATION PER50 ' FH GUY - REC. NO. 8512040180 Sign Type E5 VICINITY MAP o,�;;�) oICV N.T.S. - SIDEWALK 0.5' % CLEAR / "BUS STOP" SIGN / �O !A O40 �O A. v QQ QQ' Stu Q4/ O= `U �w r� vJ O Q OWERLINE EASEMENT PER 8 NO. 9707160245 (TRACT 31 1/2 VACATED SPRUCE STREET ) WAY MAIN!HIANCE eASEe E7.2 EC. NO. 9801200732 O 0 0 0 0 0 0 0 -- - / C. - I, SSMH END OF FENCE 0.4' io-�.-S89"13'00"E 376.80' ICV CB N. OF PROP. LINE - th _ DRAINAGE _ ROW OF 12"z POPLARS N COURSE END OF FENCE 0.4' TSV L FENCE 1.0' S. OF cfl N S. OF PROP. LINE a SSMH PROP. LINE FENCE 0.3' S. OF PROP. LINE BARBFWIRE TOP 12" PVC CULVERT J N FH� CB / s 12" PVC / m / A/C ASPHALTIC CONCRETE PAVEMENT AVE. AVENUE CB CATCH BASIN CC CONCRETE CURB CD CONCRETE DRIVE CG CONCRETE GUTTER CLF CHAINLINK FENCE CMP CORRUGATED METAL PIPE CON. CONIFEROUS TREE CONC. CONCRETE COR. CORNER CW CONCRETE WALK DEC. DECIDUOUS TREE DW DECORATIVE WALL EC ELECTRICAL CONDUIT ECC E7 TRUDED CONCRETE CURB EJB ELECTRICAL JUNCTION BOX ENCL. ENCLOSURE EQUIP. EQUIPMENT FH FIRE HYDRANT HCR HANDICAP RAMP ICV IRRIGATION CONTROL VALVE LP LIGHT POLE MW MONITOR WELL NO. NUMBER O/H OVERHEAD PG. PAGE PL PLANTER PM POWER METER PROP. PROPERTY P.S. PARKING SPACE PV POWER VAULT PVC POLYVINYL CHLORIDE REC. RECORDING SD STORM DRAIN SDMH STORM DRAIN MANHOLE SL STREET LIGHT SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE TIC TELEPHONE CONDUIT TRANSF. TRANSFORMER TS TELEPHONE SENTRY TSV TRAFFIC SIGNAL VAULT TV TELEPHONE VAULT TYP. TYPICAL UP UTILITY POLE VOL, VOLUME W WATER MAIN W/ WITH WM WATER METER WV WATER VALVE i CENTERLINE SITE NOTES SITE ADDRESS: 21600 SR 99 EDMONDS, WASHINGTON TAX ACCOUNT NOS.: 005807-000-029-00 005801-000-031-06 ZONING: CG-2 (GENERAL COMMERCIAL) ZONING AGENCY: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLANNING DIVISION 121 5TH AVENUE NORTH EDMONDS, WA 98020 (425) 771-0220 (CODE ENFORCEMENT: JASON P. TOURTELLOT EMAIL: Tourtellot@ci.edmonds.wa.us ) DEVELOPMENT STANDARDS: MINIMUM BUILDING SETBACKS: STREETS FRONTAGES: 15 FEET, FULLY LANDSCAPED SIDE. AND REAR: 0 FEET MAXIMUM HEIGHT: 45 FEET MAXIMUM FLOOR AREA: NONE MINIMUM LOT AREA: NONE MINIMUM LOT WIDTH: NONE. CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. FLOOD 'LONE: FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE. RATE MAP, DATED MARCH 15, 1984, COMMUNITY PANEL NO. 5355340470B, AND IS SITUATED IN ZONE "C", AREA DETERMINED TO BE AN AREA OF MINIMAL FLOODING. HORIZONTAL DATUM: MONUMENTED CENTERLT14E OF S.W. 216TH STREET BEARING NORTH 89"12'15" WEST. AREA: SITE. AS SHOWN CONTAINS 135,056 SQUARE FEET OR 3.100 ACRES, MORE OR LESS. PARKING REQUIREMENTS AND PARKING SPACE COUNT: MEDICAL USES: 1 SPACE PER 200 SQUARE FEET DRUG STORE USES: 1 SPACE PER 300 SQUARE FEET PARKING SPACES TOTAL 218 INCLUDES 6 HANDICAP ACCESSIBLE SPACES. SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE. FINAL, LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. ALTHOUGH BRH HAS CONTACTED AND RESEARCHED THE LOCAL JURISDICTION RECORDS, BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS -OF -WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE 1101' MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CAIL 1-800-424-5555 BEFORE CONSTRUCTION. UTILITY PROVIDERS: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING DIVISION 121 5TH AVENUE NORTH EDMONDS WA 98020 (425) 771-0220 FAX: (425) 672-5750 EMAIL.: gebert ci.edmonds.wp.us CONTACT: DAVID K. GEBERT, P.E., CITY ENGINEER POWER SNOHOMISHCOUNTY PUD 1802 75TH STREET SW MAILING ADDRESS: PO BOX 1107 EVERETT, WA 98206 (425) 347-4100 TELEPHONE VERIZON 2312 WEST CASINO ROAD EVERETT, WA 98204 (425) 356-4009 DESCRIPTION: TRACTS 29 AND 31, SOLNER'S FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 7, OF PLATS, PAGE 25, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; TOGETHER WITH VACATED SPRUCE STREET ADJOINING SAID TRACTS 29 AND 31 AS VACATED ON APRIL 9, 1928 IN VOLUME 30 OF COMMISSIONER'S RECORDS, PAGE 165; EXCEPT THE WEST 331.60 FEET OF SAID 'TRACT 29, AS CONDEMNED IN SNOHOMISH COUNTY SUPERIOR COURT CAUSE NUMBER 78-2-01473-7; AND EXCEPT THAT PORTION OF TRACT 31 LYING EASTERLY OF PRIMARY STATE HIGHWAY NUMBER 1, AS ESTABLISHED BY DEED TO THE STATE OF WASHINGTON RECORDS OF SNOHOMISH COUNTY RECORDING NUMBER 339775; AND EXCEPT THAT PORTION OF TRACT 31 THEREOF CONVEYED TO THE CITY OF LYNNWOOD BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 9801200732. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING 1'0 THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 366494, DATED MAY 10, 20D2. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE; NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE. SHOWN ON MAP. OEASF.MF.N'r AND THY TERM`. AND CONDITION,' 'I H ERE;t,I- : GRANTEE: UNITED STAI'Ll-, (>i ITS ASSIGNS PURPOSE: TRANSMISSION ;.iNEt, AREA AFFECTED: PORTION AS RECORDED: APRIL 20, 1151 RECORDING NUMBER: 1059743 ORIGHT TO ENTER TO MAINTAIN FIRE HYDRANT AND STATION LOCATED ON PROPERTY ADJOINING SAID PRRNT!l l•• GRANTED BY EASEMENT AGREEMENT RECORDED UNDER ACDI'I ' NUMBER 851204�)180 AMENDING BY CORRECTION UNDER FILF NUMBER 8,505210209 AND CONSENT UNDER NUMBER 9303150067. OEASEMENT AND :HE TEP.MS AND CONDITIONS THFREO : GRANTEE- PUBLIC UTILIT :'! -' 1 i­­ OF SNOHOM ESH PURPOSE: ELECTRIC D I STR i .F0'r T, ON ... FACILITIES AREA AFFECTED- NORTHERLY POPT "Al.' PREMISES RECORDED: APRIL .9, 1991 RECORDING NUMBER: 910419020, c;AIU EASEMENT HAS BEEN MODIFIED Wi CON`;ENT EASEMENT RECORDED UNDER RECORDING NUMBER 9 7. EASEMENT AND T!IE: 'PERMS AND CONDIT L,)NS 1'iiEkF:O^ : PURPOSE: TELEPHONE CABLES, F'ii:E'I2pi''1" CABLES, ASSOCIATT-J) CONDU1 i':-. AND RELATED EQUIPMENT AREA AFFECTED. REAL ESTATE UNDER SEARCH INCLUDING E'QUIPMI•'NT' RUnF! RECORDED: DEC:EMBER 31, !996 RECORDING NUMBER: 9612310775 THE: 7F.SCRIPT=ON CONTAINED THEREIN I:: NC' DETERMINE ITS EXACT LOCATION WITHIN THE TROPE:IC'I"Y }iF'.;di :I. DESCRIBED. (D EASEMENT AND THE. TERMS AND CONDITIONS THFRFOI-: CRAW_ EE; PUBLIC UTILITY OF' SNOHOMISH NORTHWEST INC. PURPOSE: ELECTRIC DISTRIPWTJ�)j, I '... F'ACILITI:ES AREA AFFECTED: THE EXTERIOR 1(j P:;:T uI COINCIDENT WITH MARGIN OF STATE: RC��%D N!;MI+ER 1 (SR 99) AND THE: SOUTHER; , MARGIN OF ,167`1I STREET SOU'rEIWEST RECORDED: JULY 16, 1997 RECORDING NUMBER: 9707160245 OEASEMENT AND THE.. TERMS AND CONDITIONS THEREOF: GRANTEE: CITY OF LYNNWOOD PURPOSE: RIGHT TO ENTER TO REC.)NSTRUCT, REMOVE. AND REPLACE DRIVEWAYS AND ROAD APPROACHES; AND/OR REMOVE IMPROVEMENTS, LF ANY, LOB:ATE.0 WHOLLY OR PART!CUI AF_I_Y T1I' ill THE RIGHT-OF-WAY AREA AFFECTED: REAL ESTATE UNDER tiF:APCR RECORDED: JANUARY 2°), pvi 8 RECORDING NUMBER: 98012.00712 THE DESCRIPTION CONTAINED THEREIN IS NOT SU1'FICIENT TO DETERMINE ITS EXACT LOCATION WITHIN T1iF. E'ROPI•.HTY HEREIN DESCRIBED. CEPTIFICATION: SURVEY IDENTIFICATION NO.: 7p02191,0r! REGISTERED LAND SURVEYOR NO.: 28072 SURVEYOR'S ADDRESS & COMPANY: BUSH, ROED & HITCHINGS, INC. 20U9 MINOR AVENUE EAST SEATTLE, WA 98102-J',13 TELEPHONE: (206) 323-4144 CERTIFIED TO: TOML.INSON, INC., A WASHINGTON CORPORATION GROUP CLINIC R & D, 1! WASHINGTON GENERAL PARTNERSHIP CHICAG2 TIT! E INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE: " tJRVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH 11MIN1MliM STANDARD DETAIL REQUIREMENTS FOR ALFA/AGSM LAND TITLE SURVEYS," .JONNI I,'; ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS 1N 1q99, AND INCLUDES ITEMS 2, 3, 4, 6, 7a, 7bl, 7c, 8, '-, 10, . 1:i ANI) 11b, OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE 11ATr OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT ;'ROPER FIELD PROCEDURES, INSTRUMENTATION AND ADEQUATE SI'kVF.Y PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE. RESU1-T:i CO_'MPARAWA_ TO ':'HOSE OUTLINED IN THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TAJR.E SURVEYS," J$FFREY J. MCMANUS, P.L.S. NO. 2907., DATE ` - --- THE ABOVE CERTIFICATE IS BASED UPON WORK PRFPARF.0 IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL. SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. b �.l• .V) J O. d _. Z = .I. r ) cn 0 0 w ri Z> = (!) •r YV C/D (z _D ® W W� Oz CD a: ) = J ; Q cr e /� vI U O 2 cr) :v t I ! I I I I N 0 .� VJ >_ ''waa CC CC rn 1','� V W Z z Z LU J a CC Jloc a Q uj 2 w W U = c1c Q CC J CC Q 0 2 F- W W a 0 uJ v. w ' a° a U O Z 4 J C W O C a Z 0 2 x Z cn W Z 0 W DRAWN iri CHECKFD liN RHT JJM SCALE DATE 1" = 30' 9-23-02 JOIJ NG 2002 1 Y91.00 EXPIRESUd,1ly • SHEET 1 1