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17-105617 (2)N (; N N a N + b C an 0 i N m a 0, ?tr SITE DATA: SITE ADDRESS: 31701 PETE VON REICHBAUER WAY S FEDERAL WAY, WA PARCEL NUMBER: 0921049034 SITE AREA: 77,237 S.F. (1.77 AC.) ZONING: CITY CENTER CORE (CC-C) UTILITY PROVIDERS: SEWER: LAKEHAVEN UTILITY DISTRICT WATER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK CABLE: COMCAST FIRE: FEDERAL WAY FIRE DISTRICT #39 SCHOOL: FEDERAL WAY SCHOOL DISTRICT #210 PARKING: REGULAR STALLS: =131 COMPACT STALLS: =78 ADA PARKING STALLS: =10 TOTAL: =219 GUEST PARKING=24 RESIDENT AND EMPLOYEE PARKING=195 DEVELOPMENT STANDARDS: CC-C CITY CENTER CORE USE: SENIOR CITIZEN HOUSING MINIMUM LOT AREA: NONE MAXIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT: 70' OR 200' BUILDING SETBACKS: FRONT: NORTH 20' SIDE: EAST & WEST 5' REAR: SOUTH 5' REQUIRED PARKING SPACES: 1 PER DWELLING UNIT SHEET INDEX: CIVIL PLANS SHEET NO. DRAWING NO. DESCRIPTION 1 ST-01 PRELIMINARY SITE PLAN 2 PK-01 PRELIMINARY PARKING PLAN 3 EX-01 EXISTING CONDITIONS 4 LG-01 LEGEND SHEET 5 UT-01 PRELIMINARY UTILITY PLAN 6 GR-01 PRELIMINARY GRADING & PAVEMENT PLAN 7 XS-01 SITE & ROAD CROSS SECTIONS 8 LA-01 PRELIMINARY LANDSCAPE PLAN 9 LA-02 LANDSCAPE DETAILS & NOTES 10 - 19 ARCHITECTURAL PLANS 0 PROJECT CONTACTS: CIVIL ENGINEER f PLANNER / LANDSCAPE ARCHITECT OWNER ESM CONSULTING ENGINEERS, LLC WILLIAM R. KELLY 33400 8TH AVE S SUITE #205 10861 E ADOBE CREEK PLACE FEDERAL WAY, WA 98003 TUCSON, AZ 857493 CONTACT: LAURA BARTENHAGEN, PE, LEED AP CONTACT: WILLIAM KELLY PHONE: 206-838-6113 PHONE: 520-638-5657 GEOTECHNICAL ENGINEER DEVELOPER EARTH SOLUTIONS, NW INLAND GROUP 1805 136TH PL NE, SUITE 201 120 W CATALDO AVENUE, SUITE 100 BELLEVUE, WA 98005 SPOKANE, WA 99201 CONTACT: RAYMOND COGLAS, PE CONTACT: ROBERT KETNER PHONE: 425-449-4704 PHONE: 509-321-3204 ARCHITECT SURVEYOR CTA ARCHITECTS ENGINEERS DURYEA ASSOCIATES 303 E. 17TH AVENUE, SUITE 105 2702 N PERRY STREET DENVER, CO 80203 SPOKANE, WA 99207 CONTACT: NIKOLAUS REMUS, AIA CONTACT: MITCHELL DURYEA PHONE: 720-359-1416 PHONE: 509-465---8007 LEGEND: w� PROPOSED STORM DRAINAGE DECORATIVE CONCRETE PAVING PROPOSED SANITARY SEWER PROPOSED WATER ASPHALT PAVING - - SD 12" - - EXISTING STORM DRAINAGE EXISTING SANITARY SEWER CONCRETE PAVING W 12.E - - EXISTING WATER - G 2" -- - :.- EXISTING GAS s r. FIRE HYDRANT LOCATION 11 SCALE: 1" = 20' ONE 20 10 0 20 40 CONTOUR INTERVAL = 2' NOTE: SIGHT DISTANCE FOR THE PURPOSE OF PLANNING AND LAND USE, DESIGN SPEED = 35 MPH THE NORTH SIDE OF SITE ALONG SOUTH 316TH REQUIRED STOPPING SIGHT DISTANCE (SSD) = 250', OK PL. IS CONSIDERED THE "FRONT" OF THE PARCEL. REQUIRED ENTERING SIGHT DISTANCE (ESD) = 390', OK i 1• o BM 0 SEE EX-O_:_LNEW ., DR3 CL • ' 11ILi 7 - - _ .. ONO• .. w - �. ,•, — �� _ . _ �I REMOVABLE r llmj�l "ll MIMI 1 `•+ r "$ r "F .�,,. ems} � �' "1=+ � � -• ��. s�•i z P. � ` ■ ■i _ _.ray»`: _-v .xq- '.`'05 ...��..-:. `'^,� SLt> .. ' �,, ?ryi �. ,• �� �•,�. �,. x 5' LANDSCAPE BUFFER 0 N STRIPE AREA FOR PICKLE BALL COURT W (20'x44') CENTERED N IN PAVING o z 6'x2O' CONC. PATIO WITH 2 BENCHES DUG PARK WITH 36" DECORATIVE ALUMINUM FENCE AREA= 1,533 SF 29.1 - _ x _ x - FIRE HYDRANT LOCATION (TYP) NEW BUILDING LEVEL 1=452.95 LEVEL 0=438.95 "CAR EXIIING'" 27'i 7 s ;;- .00 i. 21' — ` — — — — — .— N88'20'S9"V11 475.04' •� �, CONC. RETAINING WALL x x x _ x — x n x x _ ^ -- x x ■ TRANSFORMER PAD EL=436.50 (NOMINAL) �� -D ❑ L j SO 12-- I S.W. 316th ST. S I T ui S.W. 320th ST. 3: S. 320th ST. uj a Q 0 m 9 d w 1-5 0 S. 330th a ST Amy o k v' N 3 S. 336th ST.cq 18 ui )T a V' S. 344TH WAY �a 3ro S. 348th ST. OM 3 S. 349th ST VICINITY MAP 950' TO INTERSECTION OF S 314TH STREET ( f W I Q { _ i ( _ ( APPROXIMATE o LOCATION OF EX. w 1"' W STREET LIGHT -+o t { i z {{ f { O I 20.3' I„IJ I ( uj I { ! I CL I i � Lo I I ( ( ( { I ({I W { ( u) OD { { 30' COMMERCIAL I ( { DRIVEWAY APPROACH 11 1 I I{ I 11 I i � 1 I ( I { I III � PROP. OP. 12' CONCRETE SIDEWALK REPLACEMENT I { 7' RIGHTF-WAY DEDICATION I f ' I -PROPOSEDI i ( STREET f LIGHT (TYPI) ro � � T co ( \\{ ( , I 425' TO S-SHAPE CURVE ►` ( RESUBMITTED ( SEP 19 2018 CITY OF FEDERAL WAY �COlM1M1UN17Y DEVELOPMENT FREVISIONS NO. DESCRIPTION/DATE BY �P��dF 'NASyj�•T. e .°� Ar •,1�V Y/ONAL -- _-1 ♦ rn O 4D� 1 1co rl 07 N �7 W ul� vv �a (L a W W ww o c c z uj _j-i 0 Z'n 0 W N Mo m o 0 5 00 c a1 E �0 Z Q —tn rn4) co F- c Z = Q co O 1n l T N o4 v .0 Zoe •5 d 0 _ •U Usti E N N o, c 0 013: c WV U � z 0 O z_ w 3 Q J z CL W r/ C) �R H V w LL o:: Z Z Q � Q J z -- > 0— F� z um 9 Lim Q w 0 lt/ li. O U. JOB NO.: 1981-001-017 DWG. NAME: ST-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: ST-01 1 OF 9 SHEETS 0 i � I I 00 0 N a LEVEL 0 (BASEMENT) PARKING PLAN SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' LEGEND: DECORATIVE CONCRETE PAVING ASPHALT PAVING CONCRETE PAVING PARKING SUMMARY: LEVEL 1 PARKING STANDARD STALLS: 36 COMPACT STALLS: 38 ACCESSIBLE STALLS: 6 VAN ACCESSIBLE STALLS: 0 LEVEL 0 PARKING STANDARD STALLS: 95 COMPACT STALLS: 40 ACCESSIBLE STALLS: 4 VAN ACCESSIBLE STALLS: 0 TOTAL PARKING STANDARD STALLS: 131 COMPACT STALLS: 78 ACCESSIBLE STALLS: 10 VAN ACCESSIBLE STALLS: 0 TOTAL STALLS: 219 I�Imnnn� REVISIONS NO. DESCRIPTION/DATE BY � oy o• e 0 .• iu M O J WN ,.� c :E�v m` c¢ 3 a W Z oW 00 0 Z 0 cm a) a)O c rR=a v OD E � 0 c rn O (n CD s2 U N Z o 0 d •v U co LL E Ul 3 s 3 (D-y cQ rs 3: c W 0 •y Ud Z O 8 2 V) >= J CC Z g CL w 0- o o Z C - Y 0 W LjL Cl.. Q Z Z_ Q —j :2 -j �... > w z um um W 0 W 1A- O U JOB NO.: 1981-001-017 DWG. NAME: PK-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: PK-01 2 OF 9 SHEETS 0 I 0 w /� y U om a •a 00 as 0 / 0 1-1 c 0) V) 1n a 0, g N W00 o+ o � N OD �m v i Ii 4. LANDS OF WOODSTONE CREDIT UNION, A WASHINGTON NON-PROFIT CORPORATION FOUND TACK & TAG IN LEAD "LS 22353" 1.35 SOUTH AND 0.09 WEST OF CORNER LANDS OF n NOTE TRIMARK FEDERAL WAY �� THE TOPOGRAPHIC SURVEY INFORMATION SHOWN WAS PROVIDED BY HOSPITALITY, LLC SCALE: 1 = 20 DURYEA ASSOCIATES. ESM CONSULTING ENGINEERS, LLC ASSUMES NO LIABILITY AS TO ITS ACCURACY. ® T 20 10 0 20 40 i ce CONTO R I fiERV L =�`z'' .0) RIM: 45.40' RI 452. p C, CB E IE E 2 : 445.7 IE W 1 44-8. 7' Fuli tE S 12 : 448.9 RIM: 452.76' C -' IE E 1 ": 448. 7' C IE 12": 4 .23' R M: 452. - RI 450.$ - t - \ -' - - - - I IE, 12": 4 6 08' _ IE 12": 4 .12' I W 12": 47.83' - _ - IEl T __ - - E 12": 47.75' I so SSMH - ---- ----- --- -- _ -316TH •s"Dr 2 RIM: 452.51' �ti _ : � a - - - - 6"DT_..-- IE 8" 442.69' C I + - - - - - - -- - - - - - _ I . . . . . . ___ ____ `� ... .� 88'`0'59"W 475.61 - - - - - - S 1 �! RIM: 440.MH i I i __ S s- - - - .- - - - - - % - � 330 FEET ) SS 8" - - - - - - - - - - - SS 8" - - - - - - - -/- ASP.HAL7� -_ nii� t ' a IE 8 43011 -)- URFACE- 1 r -- - - - - ------------ ---- --- -- - -- ss's"----_---- Ss._8"_-.a----.-..._ I sf - - -" 'i TO S 316TH �T ) I---.._....--- ------ _ - - --- _ - I �$ � - -- � ---- J�� �.r�. �---- 4 _-30.0� I .� _-ACCESS -_ _ _ - - GASSTUB -\` - - - - - _ _-I- j--- - - - - -- - - - SS 8' �Ss16". -' ----sss"-- W12"ACCESS - - W12"--- _. - W12" -- - - - -- I - - - - - - - - L/S -- w - �-- 12'�,----�- ---- -w 2N-'1z"---_�_ _-W12"---- -- I " E S I - - f L ^ - SSMF1 L/S SCRIBED 'X' IN RIM: 452.37' t_._. L/S ~ASPHALT SURFACE / IE 8": 439.43' _ _ _._ - .__._---- - - �^ G - v LT SOUTH HEAD AD 605 83 (NGVD 29) .�t,-�,,,.."., � _ I ' l' tJa ROCK ALL CO RED Y CHAIN LINK + ` V. I � 001 S MH I FE CING ROCK WAIL • 1 IM: 450 95' 4 CB IE SW 12": 442 70' L/5 RIM: 437.12' 1 I I IE E h 2": 441135 SD " `tE., W 12 433f 62' I I NATURAL GROUND CIE S 36 441.42 ! 7 IE S 12 `433f27 I d J I O I CB '/" ASPHALT SURFACE 1 .� )�-'" I I I QRIM: 449.92' a I I I I cNo i!j k_�]E IE S 12": 448.0T RIM: 450.23 � ANDS OF 00 NW 8": 448.17' tE NW 12": 450.23' f , w & SONS, INC. L/S p %7 ma IE NE 12": 445.36' Lat j �EC` IE S 12": 445.36'✓✓✓ 0 CO I I i ^� I I W 1 �� I I N. � cfl 0 t RIM: 450.56CB I IE N 12": 449.065�0 1TP 4II j \ 'w z IE NE 2": 449.06�L/$ I Ca� • 5 DT W p x00 II T�iy o c 00 I I < v0i G 0 s e v� W I�G a J a � I I r O I i ¢ Z I}' CHAIN LINK FENCE I ' � � J V) x w CB a SIGN "CROSSWALK ' ., I z v NATURAL GROUND ---- RIM: 449.85' ROCK WALLAHEAm �QQ IE N 12 447.55' R!M 45 2 2 ) \ Dom.. I i�f � � -T - CB RtM: 440.63' IE W 12": 437.44' IE N 12": 437.23' -IE S 12": 437.08' SDMH RIM: 437.78' fE N 12": 432.98' IE S 12": 433,03' tE W 12": 431.58' ASPHALT SURFACE SDMH IE E 12 : 447.45 0. - rn f RIM: 450.51' ASPHALT SURFACE IE N 12": 446.69' tD I I I r I _ / I RIM: 432.89' IE NW 6": 445.86' IE W 12": 446.82' SIGN POST L/S 1 ¢ / CB I E 36": 442.79' SD 12" � NO SIGN - O I n. > L/S - SO 12" ---- 41 OCK WA ( Q y ,x I I IE SW 12": 27.79' I.: . V? q IE N 12": 427.79' D E C VERED BY } �' m � I IE NE 16": 424.79' E CHAIN LIN FENCING , f i �v) v i.x SO 36' E I W SD 36" SD 36" D i E - ( `\ W / \ I- -- - ---- - - -__ SDMHI I / - -_ RIM � 450.58' - - - - - N 36" 442 24 E E W 36" 442.36' �� ' I I SSMH i ' § � • 6"DT � � - - - ( } - - ; I. ) / / RIM: 433.23' i _ • 12"D 4 -dam - FE E IE 8": 421.47' 4LINLD REAAR - - T _ - - - - - - - - - f 18"DT - - -„ � - - - Yi 9"DT • / W/DAMAGED YPCj `"L 1070...' _-- "-4t0" -"- - - - - - - - - - - - - - - - - - - - - - - - - _ - N88'20'59 E - S� - 1� ' CHAIN LINK ; `I '14 I • s Dt ---»- -- - b. 475.04' �� (S} I 1.31 SOUTH AND_0,-09-WEST --_ 8_-------------- T - • " j CORNER - - -L�S _ �. -- - A ..,, .. - - - - - - - - - - - - - 0 00 ----------- OF - - ^e "" mad - I 446 - -_ '" _ - - _ _ _. _ ♦ 6-Di _ 'oa' 48 _ -- - - - - - �- - - _ - --_ - 444 _ V!D-T "DT -L/S fi--__-- ---� 7 8"DT !$4 442_ • CB I ` I I RIM: 432.42' I X -- ♦_'. 4♦31& "-DT • - • ' • a • 6DT 8" ."Jel 05- 4-42 -DT •/✓YZ"�DT �I E N12 49N \ I E 2 NK FENCE T6' CHAIN LIC5DT ao S.0 D14 DT • TDT • 2PBF-- / • 7"CT 438 -0 -7CT- 2 RIM 43 Z ` X X \ X - - ---- --- " - X - ,/ W/ 0"DT I _,. _ 4�� X X®� X - --_ -_ -- --•7'DT •t4F7- __ I 432 _ - XHAtN LINK ti l� 43q. S-� -FENCE � E� SD -VAULT -^- ` ® - D 12 - - p E I M RIM: 432.58' =---�- - - - - - 4" , - SD -VAULT pQ - - SO 12" - - - - - - - - -SD 12" . a '� ceKim431:20'\ LANDS OF RIM 431.34' C8� G SD -VAULT SD -VAULT SD -VAULT �- - - - - - - IE N 12': 423.60' ••� i PROPERTY LINE ASPHALT SURFACE SEATAC VILLAGE SHOPPING RIM: 429.31' RIM: 430.88' RIM: 430.63' RIM: 430.3T SDMH RIM: 432 47 ` IE E 12": 427.95' I � LEGAL DESCRIPTION. ,� ) IE S 12": 423.30' I CENTER, LLC RIM: 430.30' IE NW 12": 425.9T I Sp - - - - - - SEMENT LIN' ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF FEDERAL WAY, le SE 18": 425.s7' , sDMH i� w 122"'423 �o° '2" I ce B,S.L�_- - COUNTY OF KING, STATE OF WASHINGTON, BEING DESCRIBED AS FOLLOWS: NOTES AND COMMENTS: CB IE W,2': 425.9T \ RIM: 412": I RIM: 430.72' / IE NE 12": 423.29' I - BU SETBACK LINE RIM: 428.89' ` IE SE 12": 423.49' I 1) POSTED PROPERTY ADDRESS: NO POSTED ADDRESS SDMH \ IE W 48": 423.59' I p - CENTERLINE LOT 1, KING COUNTY SHORT PLAT NUMBER 778060, ACCORDING TO THE SHORT ASPHALT SURFACE RIM: 431.13' o IE NW 18": 423.84'CO - - - - - -1 1J / / i / i 1' ! / Z BUILDING LINE PLAT RECORDED UNDER RECORDING NUMBER 7902220625, RECORDS OF KING 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD f 1E NE 12": 423.29' V) IE SE 12": 423.49' N, W I COUNTY, WASHINGTON. INSURANCE RATE MAP NO. 53033C1235F WHICH BEARS AN EFFECTIVE IE W 48": 423,59' 6" CONCRETE CURB DATE OF MAY 16, 1995 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO IE NW 18": 423.84' D --- - EDGE OF ASPHALT TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN NOTES AND COMMENTS: b I x x x x FENCE AS NOTED TRACT X AS DELINEATED ON SAID SHORT PLAT; ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS 10) PURSUANT TO THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT I CONCRETE WALL DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL WEBSITE http://www.cityoffederaIway.com/page/public-works-department I EXCEPT THAT PORTION THEREOF LYING WITHIN THE ABOVE MAIN TRACT. EMERGENCY MANAGEMENT AGENCY. THERE ARE NO CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT I OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS ROCK WALL THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS- 3) GROSS LAND AREA 77,237 SQUARE FEET OR 1.773 ACRES, MORE OR LESS. SURVEY. DESCRIBED IN THE CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NOTES AND COMMENTS: <-°< >: '•i....Y:,-:_a FOR TITLE INSURANCE NUMBER 0104153-06 DATED JULY 18, 2017. AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE 19) TAX MAP PARCEL N0. 092104-9034-03 CONCRETE SURFACE 4) PER THE CITY OF FEDERAL WAY PLANNING DEPARTMENT, THIS SITE IS •' CURRENTLY ZONED CC-C - CITY CENTER CORE; OF REGENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. CHICAGO TITLE COMPANY OF WASHINGTON INSURANCE CC-C MULTIFAMILY DWELLING ZONING REQUIREMENTS FOR THIS SITE• 20) THIS IS AN AS -BUILT SURVEY PREPARED IN ACCORDANCE WITH THE j FIRE HYDRANT C ® WATER METER C 134 WATER VALVE S D4G GAS VALVE 1) 0 SANITARY SEWER MANHOLE 0 STORM SEWER MANHOLE 0 CATCH BASIN 2) 10 TELECOMMUNICATION RISER Q UTILITY VAULT OMPANY OMMITMENT NO. 0104153-06 CHEDULE B - EXCEPTIONS: COVENANTS, CONDITIONS, AND RESTRICTIONS RUNNING WITH THE LAND RECORDED FEBRUARY 22, 1979, RECORDING NO. 7902220625; AFFECTS SUBJECT PROPERTY, PLOTTED. INDENTURE RECORDED SEPTEMBER 12, 1967, RECORDING NO. 6232757; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. LIGHT STANDARD 3) EASEMENT FOR UNDERGROUND ELECTRIC SYSTEM RECORDED JULY 11, n ELECTRIC VAULT OR BOX PLOTTE1979, RECORDING NO. 7907110665; AFFECTS SUBJECT PROPERTY, RP POWER TRANSFORMER -a- SIGN 4) A TEST PIT/BORE HOLE LOCATION 12"DO 12"C DECIDUOUS/CONIFER TREE WITH DIAMETER 5) - - - -SD- - - - - - - - - UNDERGROUND STORM DRAIN LINE DERGROUND SANITARY SEWER LINE EASEMENT RECORDED JANUARY 22, 1980, RECORDING NO. 8001220531; AFFECTS SUBJECT PROPERTY, PLOTTED. EASEMENT RECORDED NOVEMBER 6, 1986, RECORDING NO. 8611061263; AFFECTS SUBJECT PROPERTY, PLOTTED. - - - - - - - - -ss- - - - UN 6) RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED RECORDED - - - - -W- - - - - - - - - UNDERGROUND WATER LINE SEPTEMBER 8, 1902; RECORDING NO. 285817; AFFECTS SUBJECT - - - - - - - - -G- - - - - UNDERGROUND GAS LINE PROPERTY, NOT PLOTTED, BLANKET IN NATURE. - - - - -E- - - - - - - - - UNDERGROUND ELECTRIC LINE - - - - - - - - -T - - - - UNDERGROUND TELECOMMUNICATION LINE 7) L/S LANDSCAPED AREA FOUND AS NOTED 8) BENCHMARK 5) 6) 7) 8) AGREEMENT RECORDED DECEMBER 15, 1978, RECORDING NO. 7812150897; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 9) AGREEMENT RECORDED FEBRUARY 7, 1979, RECORDING NO. 7902070844; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. SETBACKS: 11) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD FRONT: 20 FEET DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. SIDE: 5 FEET REAR: 5 FEET 12) PURSUANT TO TABLE A, ITEM 19, THERE ARE NO APPURTENANT HEIGHT: 70 FEET TO 200 FEET PER FWRC 19.05.190 EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. LOT COVERAGE: NONE. 13) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: PARKING: 1 PER UNIT IF UNDERGROUND OR IN STRUCTURED PETE VON RECHBAUER WAY (FORMERLY 20TH AVENUE SOUTH) PARKING OR 1.7 PER UNIT IF SURFACE PARKING. SENIOR CITIZEN HOUSING: 1 FOR EACH UNIT. SPECIAL NEEDS HOUSING: 0.5 FOR EACH 14) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE UNIT. OWNER SUPPLIED TITLE REPORT. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR AT THE TIME OF FIELD SURVEY, THERE WERE NO BUILDINGS ON THE SERVICE IS LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE SUBJECT PROPERTY. STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON TITLE PAPERS IN THEIR ENTIRETY. TOTAL PARKING SPACES 72 = 72 REGULAR 15) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO VISIBLE EVIDENCE OF THERE ARE NO PARTY WALLS ON THE SUBJECT PROPERTY. SITE USE AS A CEMETERY OR BURIAL GROUND. THE UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM PLANS AND MAPS PROVIDED BY THE CITY OF FEDERAL WAY AND VERIFIED BY THE VISIBLE SURFACE FEATURES OF THESE UTILITIES AND MARKINGS PROVIDED BY A 811 UTILITY LOCATE SERVICE PURSUANT TO SECTION 5.E.IV. AN EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED FOR THIS SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND UTILITY LINES. AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 16) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. 17) BASIS OF BEARINGS: THE BEARING OF NORTH 01'20'28" EAST ALONG THE CENTERLINE OF 20TH AVENUE SOUTH (PETE VON RECCHBAUER WAY SOUTH) AS SHOWN UPON THAT CERTAIN MAP ENTITLED "BOUNDARY/TOPOGRAPHIC SURVEY" DRS CONSULTING ENGINEERS PROJECT NO. 10071, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. 18) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS OF WAY SHOWN ON THIS SURVEY. MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS. 21) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN EXTENDED COVERAGE TITLE INSURANCE POLICY. 22) THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. 23) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED MAPS AND DRAWINGS. NO RESPONSIBILITY OR LIABILITY IS EXPRESSED OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND DRAWINGS. VERTICAL DATUM: BENCHMARK: WSDOT 3" BRASS DISC MARKED "SURVEY MONUMENT GP 17005-1 13"WITH A PUBLISHED NAVD 88 ELEVATION OF 458.506 FEET. NGS VERTCON TOOL WAS USED TO ADJUST NGVD 29 ELEVATION OF 454.956 FEET. ON -SITE TEMPORARY BENCH MARK: CHISELED "X" ON SOUTH HEADBOLT OF FIRE HYDRANT. NGVD 29 ELEVATION = 455.83 FEET. REVISIONS NO. DESCRIPTION/DATE BY ,F•.cJs G�� ZONAL i(9 I8 In0 U a J 0MON GUI r� �� :E 0,2 ccLu a 3 C� v a � p W LLIW U a� C G Z Lu 2a J O ZLLJ � CV co E ZU)rn W �c Z� O tJ? `° U c o Zo • je ° a 0 � Uc�ti E q 3 3 0_y a 013 C WV 3 Oa_ Z 0 0 Z_ 2 Q 3 Lu Z o CC a LLJ LL O 0 z 0 Z V) < Z w >m F111111,11111 z UL d um Q w 0 W !L U- O U JOB NO.: 1981-001-017 DWG NAME: EX-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: EX-01 3 OF 9 SHEETS co rn m a o �ul LEGEND EXISTING PROPOSED ABBREVIATIONS EXISTING FEATURES ROADWAY WETLAND FLAG POWER POLE W/DROP LINE & LIGHT ROADWAY CENTERLINE _ __ _ - ';t BIKE RACK POWER POLE W/DROP LINE, LIGHT & TRANSFORMER AVE AVENUE PROPERTY /LOT LINE ID INSIDE DIAMETER �- DEBRIS PILE POWER POLE W DROP LINE & TRANSFORMER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION RIGHT-OF-WAY I BOUNDARY LINE W/LIGHT POLE FIRE PIT W LIGHT ADJ ADJACENT IN INCHES ���- - � �••� - EASEMENT LINE - - - - - - - - - - - - BOLLARD A POWER POLE W/LIGHT & TRANSFORMER ALUM ALUMINUM L LENGTH SETBACK LINE --------------------------` --------------------------- I, HORSE SHOE PIT POWER POLE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS APPROXIMATE LOCATION OF • ••••••............•••••• • AP ANGLE POINT LF LINEAL FEET EXISTING UTILITY EASEMENT MAILBOX- POWER POLE W/TRANSFORMER ROLLED CURB AND GUTTER - MILE POST MARKER I� PAD MOUNTED TRANSFORMER ASPH ASPHALT MAX MAXIMUM VERTICAL CURB AND GUTTER _ -ice SOIL LOG Lpi POWER VAULT/MANHOLE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER CONTOUR (MINOR) 81 2 ----- ._-- -- ---- 812 -- SIGN SIGNAL CONTROL BOX ASSY ASSEMBLY MH MANHOLE -_, � CONTOUR {MAJOR}---82d--- -- 820 I BF BLIND FLANGE MIN MINIMUM SEPTIC DISTRIBUTION BOX 10 SIGNAL JUNCTION BOX FOOTING DRAIN FLOWPATH ------ ----- .. -- i..• -- • Mr.•. BLDG BUILDING MJ MECHANICAL JOINT SPOT ELEVATION � SANITARY SEWER STUB MARKER POST �'?-1 TRAFFIC PEDESTRIAN POLE i x SV BLK BLOCK MISC MISCELLANEOUS C? SEPTIC VENT CT' � TRAFFIC SIGNAL POLE TOP/TOE OF SLOPE •l.......... ------ -A ----....... �,- BO BLOW OFF N NORTH .. .--.-..-.-. STORM PIPE INLET/OUTLET - TRAFFIC SIGNAL POLE W/LIGHT CONCRETE SIDEWALK •,.tea:`.: BOW/BW BOTTOM OF WALL NO NUMBER CONCRETE BLOCK WALL U STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE ROCKERY ooamoalo= 03 ROOF DRAIN } FIBER OPTIC STUB MARKER POST BSBL BUILDING SETBACK LINE NTS NOT TO SCALE BARRICADE BVC BEGIN VERTICAL CURVE OC ON CENTER - Ilfits CATCH BASIN T�--- TELEPHONE GUY ANCHOR gW BACK OF WALK BOLLARDS • ® ' • CABLE TV MARKER POST �_j TELEPHONE ANCHOR POLE OD OUTSIDE DIAMETER MAILBOX CTR CENTER OHW ORDINARY HIGH WATER (D CABLE TV RISER [� TELEPHONE JUNCTION BOX (UG) DOWNSPOUTS O o CB CATCH BASIN PI POINT OF INTERSECTION Di SATELLITE DISH T TELEPHONE MANHOLE CI CAST IRON PP POWER POLE STORM DRAINAGE LUMINAIRE W/ARM @ TELEPHONE STUB MARKER POST CATCH BASIN TYPE 1 W/GRATE ® ® CL/� CENTERLINE LUMINAIRE -G- TELEPHONE POLE PVI POINT OF VERTICAL INTERSECTION CATCH BASIN TYPE 1 W/SOLID LID 9® � CLR CLEAR PE POLYETHYLENE LANDSCAPE LIGHT ❑ TELEPHONE RISER CMP CORRUGATED METAL PIPE CATCH BASIN TYPE 2 W/GRATE (4 ® PERF PERFORATED CATCH BASIN TYPE 2 W/SOLID LID © YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION CO CLEANOUT PVC POLYVINYL CHLORIDE STORM DRAIN MANHOLE d @ © G GAS STUB MARKER POST HOSE BIB CONC CONCRETE PVMT PAVEMENT BEEHIVE MANHOLE 0 GAS VALVE IRRIGATION CONTROL VALVE C CONDUIT PVT POINT OF VERTICAL TANGENCY YARD DRAIN (ROUND LID) 0 OIL FILLER CAP owlWATER MANHOLE YARD DRAIN ® ® CONN CONNECTION PC POINT OF CURVATURE STORM DRAIN CLEAN -OUT 0 Oco O GUY ANCHOR WATER STUB MARKER POST CONTR CONTRACTOR PT POINT OF TANGENCY STORM DRAIN PIPE -- D --s- P GUY POLE �'�'�J� MONITORING WELL CONT CONTINUED QTY QUANTITY PIV 0 POST INDICATOR VALVE CY CUBIC YARDS ROOF DRAIN -------------------- POWER GRATE RET RETAINING SD SERVICE 6" CPEP WITH w,.-. w .� 866 0 ® ELECTRICAL JUNCTION PULL/BOX, SPRINKLER HEAD CL CLASS RR RAILROAD INVERT 0 END OF PIPE ELECTRICAL STUB MARKER POST WATER VAULT CF CUBIC FEET R RADIUS SANITARY SEWER El ELECTRICAL METER IS WATER WELL CFS CUBIC FEET PER SECOND RED REDUCER SANITARY SEWER MANHOLE O - - --- G - DC DEGREE OF CURVATURE REINF REINFORCED GAS �r----cr---- A RAIL SANITARY SEWER CLEANOUT 0 ocos 0 OIL - OIL ----- I -- FENCE, BOARD D1 DUCTILE IRON REQ REQUIRED SANITARY SEWER GRAVITY - s --- DIA/0 DIAMETER R/W RIGHT OF WAY SANITARY SEWER FORCE MAIN --- FM POWER (BURIED) ><- FENCE, BARB -WIRE - P - POWER (AERIAL)-----0-- FENCE, CHAIN -LINK DOT DEPARTMENT OF TRANSPORTATION S SOUTH 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 0+33 --- - FO -- FIBER OPTICS --- --- FENCE, ELECTRIC DIM DIMENSION SCH SCHEDULE 866.0 (1.E. AT END OF STUB) —C>\ 21 L.F. r ---- TELEPHONE (BURIED) <> FENCE HOG WIRE DWGS DRAWINGS SD STORM DRAIN 866.0 - WATER --- r - - TELEPHONE (AERIAL) - FENCE, SPLIT RAIL D DRAIN SF SQUARE FEET FIRE HYDRANT * G -- TV CABLE (BURIED) X --- FENCE, WIRE EOP EDGE OF PAVEMENT SHT SHEET GATE VALVE ~ - - C - - TV CABLE (AERIAL) FENCE WROUGHT IRON E EAST SPECS SPECIFICATIONS BUTTERFLY VALVE w --- - CREEK OR STREAM CENTERLINE RAILROAD TRACKS ELEV ELEVATION SQ SQUARE CONCRETE BLOCKING p EL ELEVATION SS SANITARY SEWER DOMESTIC / IRRIGATION METER 0 WETLAND STREAM ELEC ELECTRICAL STA STATION BLOWOFF ASSEMBLY 1 EVC END VERTICAL CURVE STD STANDARD AIR -VAC ASSEMBLY REDUCER EXIST EXISTING TC TOP OF CURB DETECTOR CHECK VALVE z T.E.S.C.P. SURVEY FDC FIRE DEPARTMENT CONNECTION TEL TELEPHONE FIG FINISH GRATE THRD THREADED CROSS (W/ VALVES) - -GB-GB- - GRADE BREAK � PROPOSED MONUMENT IN CASE FIG FIGURE THRU THROUGH TEE (W/ VALVES) - 9 FOUND MONUMENT IN CASE FIN FINISHED - R — R - - RIDGE LINE TOW/TW TOP OF WALL BEND 4 OOoM PROPOSED MONUMENT (AS DEFINED) CLEARING LIMITS FL/FL FLOWLINE TYP TYPICAL WATER PIPE ----------- wl -- - - FILTER FABRIC FENCE OoM FOUND MONUMENT (AS DEFINED) FL FLANGE VERT VERTICAL CAP/PLUG FT FEET W WEST ^�^U^� CUTOFF SWALE TRAFFIC A DELTA FM FORCE MAIN - • • - •-�-- • • • -�-- INTERCEPTOR DITCH W/ WITH STRAIGHT/RIGHT TURN ARROW (R) RADIAL BEARING < > GA GAUGE W/O WITHOUT - --0- - --�-- - N.G. P. E. FENCE STRAIGHT/RIGHT TURN ARROW 4 (NR) NON -RADIAL BEARING GALV GALVANIZED WSS WATER SAMPLING STATION (� ROCK CHECK DAM LEFT/RIGHT TURN ARROW y L ARC LENGTH GI GALVANIZED IRON STRAIGHT/LEFT/RIGHT TURN ARROW 0 SEDIMENT FILTER GV GATE VALVE LEFT TURN ARROW h ® STRAW BALE RIGHT TURN ARROW AdGRAVEL CONE STRAIGHT ARROW 1 1 HANDICAP PARKING & RIP RAP PAD BIKE LANE A too CONSTRUCTION ENTRANCE TRAFFIC SIGN INFORMATION SIGN T STREET LIGHT REVISIONS NO. DESCRIPTION/DATE BY WASG..�►!?TFry ., y`P Thy .'Z o ° a 40 °• �1STER.•°r��'�' AL r O U 0, I J 0) 00 N t)L CQ C L (c a 3 o a p FL Ll.) o W m Z B� o 0 Z `n W Nmo 0 'S oo a E Z�Q �'0 -- to F- Ez� c �Q O U)v �_ U7 � U .0o Zoe '> n` _ U chi ILL N t„ �o 03: c WV �a Z O N Z Q 3 J CL D ui 0 a 0 w LC) W J J < Z terns LL Ljm w tL w O U JOB NO.: 1981-001-017 DWG. NAME: LG-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: LG-01 4 OF 9 SHEETS 0 0 ao rn N a m O t` I g N w 00 �o 0� 0) �o L�a SSMH RIM: 452,51' ` IE 8": 442.69'.- EXISTING FIRE HYDRANT C�7 c6 Qp - t\�rJ ! RIM: 45 .40' I , IE N 4" 448.85' RI • 452 7' REDUCED PRESSURE DETECTOR ASSEMBLY I I- CONNECT TO EX. SS STUB 448:7 - - � � � CB -...-I IE 5 12 : 448.9 IE W i ': 448. T RIM: 452.76' � C i IE E 448. 7' - - E 12": 44 .23' RM: 452.` 477 IE 12": 44 .12'------- 1 W 12": 47.83' S 1-6TH-PL-- - i I - -- _ -- - - - ---- SD 12 -- - _- - -- at) 12 Lj _- -- - _----_ SS B. -++ ----.-.-.- -t - - SS8" r.. _ -_ -- _ - SS88- ----= I --------- ---- -- - -- - --- ^--- -- - - - --- - -- -. - - - - - .._ ._.... .__ - .-. - - - ..- _.... .- ..- - _._ --.__ - - .- - - - - - - ------------------------- --•_- _-_ ..-__" -." '__'____.--_________________•_ •` ------------------------------ ------ -----'---------< - '--- ------ ----Tj---- ---- -- -r- -- - u"» --------- ---- SD LEGEND 8D PROPOSED STORM DRAINAGE S PROPOSED SANITARY SEWER w PROPOSED WATER - - So 12" - -- - EXISTING STORM DRAINAGE - SS 8" - - - EXISTING SANITARY SEWER - - - W 12" - -- EXISTING WATER - - - G 2" w - EXISTING GAS SCALE: 1" = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' ABANDON EXISTING 12" 0 SD PIPE MODULAR WETLANDS STORM FILTER UNIT 3'0 SD DETENTION PIPE FOR f \ OFFSITE RUNOFF (TYP)/ I �/ -- J / EI 42": 4 .08, _ _-__- � ( / - TYPE 1, I s� ., 1 I I I I CB 440.53' _--_ ( IE W 12": 437.44' SD IE N 12" 437 23' -- SD 1p -t - _ ------ ---- .SD SG 12 4� _ sD `- FIRE DEPT. CONNECTION _ ON FACE OF BUILDING PROPOSED FIRE HYDRANT (TYP) 6" FIRE SERVICE ----------------------------------------------------------- 4" DOMESTIC RECESSED------+--------------------------------------------------------- ------------------------------------------- __ I WATER SERVICE KNOX BOX __ -r--- -- - -- ------------------------------------------------------------------------------------- , -------------------------------------------------- --------------------------------------------- ; a----------------------------------------------------------------------------------------------------- -------------------- -----------------.------__-_-----_-_ _ _ _ _ ___ T 1 ---_-_-___ __- _____-____--►-- ------------------� ----. __-__ _1 ,------------------------ , ' +•+ 1 �J 1 1 1 1 1 ' 1 1 6'0 SD DETENTION PIPE FOR , ROOF AND FRONTAGE (TYP.) + 1 t IL N CB TYPE 2-48"0 W/ t SOLID LID (TYP) I t + 1 + DOG ENTRANCE GRADE FF:452.95 NOTE: RUNOFF FROM GARAGE SURFACE TO BE ' BASEMENT FF:438.95OLLECTED AND CONVEYED t I r l l l ''' PARK 1 1 I+ 1 1 + 1 1 ; 1 1 t ; '----------------"-------------------"------" ' ------------------------ � R THE 1 , --'---------------"--------------------------- I 1 1 1 1 ,------------------------- N DISCHARGED / OIL/WATER SEPARATOR TO AN _ t TO SANITARY SEWER. �J---- ------ ---- ---- ------------------------------ ----- ---- -o ,_ L------------------------------------------------------------------------------------ ------ I I ---------------------------------- SANITARY SEWER i SSMH I I -IC S 12": 437.08' y RIM: 440.59' j IE 8": 430.11'� ( I � I f -'r SS 8" - - - - S I W12"�-- �N�; I oo ! SDMH I I I RIM: 437.78' �= CB iE N 12': 432.98' RIM: 437.12' 1 1 I 1 IE S 12": 433.03' 'iF,"W 12': 43162' 11 I --IE W 12": 431.58' IE S 12 433.! 2fi' 1 1 I I I j CONNECT TO EXISTING CB �I I I in � � f I I I I � I II j I \ 1 CB f I ) I RIM: 432.89' IE SW 12": 4-27.74' I IE N 12": 427.79' -IE NE 16"• 42479" CONNECTION - BUILDING AT GRADE I I M -, - . -"' LEVEL LIMITS (TYP) ; I I SSMH i If / RIM: 4 3,23'421.4 }} so 1-. - I � i IE 8": 421.4� / l 448 48 _._ y 7` ,7- �°' ' ®� 1 V� CONNECT TO -� _ - - -�_ _---- _ _ i - = - - - 446-- - - - -- - _ _ �` ce -i }• f/ I I EXISTING SSMH 4 `-- - _ `_'.'.. --_ - - - -_- 4444� _ CB, TYPE 2-48 b " l 4 t CONTROL/ VERF RIM: 412: 0 LOW � / I IE NE 12": 429.f7' 430 --- _ _ _ _ - -x - x - x -_ _ _ J 1-p 1\•- _- - -._._ S_T�RiUCT/URE X�- 438 RIM: 432.8 x W434 X x - 436 - _ T ~ I I\ -VAULT . - �-- _- _� X-- - 433 --� ® V - - D 12" -�"P E m I RIM: 432.58 _ I o EXISTING FIRE HYDRANT - - - - -- SD-VAULT / C4 -SD 12� - - RIM: 431.20' I U R!M: 431.34' C9 SD -VAULT SD -VAULT SD -VAULT -- - - - IE N 12" 423.60' I RIM: 429.31' RIM: 430.88' RIM: 430.63' RIM: 430,37' 1 SDMH ; IE E 12': 427 95' I W I SDMH RIM: 432.47' I tE S 12': 423.30' I RIM: 430.30' IE NW 12". 425.97' IE SW 12"; 423,40' I � so 7 EXISTING FIRE HYDRANT IE SE 18": 425.87' SDMH IE W 12": 423,70' z I CB IE W 12'c 425.97' ` RIM: 430.19' i Z f / IE NE 12": 423.29' RIM: 428,89' ` IE SE 12": 423.49' f SDMH ` IE W 48': 423.59' I - 0 n - - RIM: 431.13' IE NW 18": 423,84' Np c4 IE NE 12": 423.29' I ' , E I IE SE 12"• 4-23.49' W IE W 48": 423.59: IE NW 18": 423,84I I I I .I I ._}--RIRiM: 430.72' REVIS10NS NO, DESCRIPTION/DATE BY e , .�w S�OIVAt El M O � O rD go rl 00 N IV Lo ,n C c W 3 wC a o U 'fl 'C7 W z Cl ui w Cii C c Z Lc) O N Who a C'3 ' 00 E z M m c O� m ...I Q cd = 0 - .c to 00 _. V _., c1 c o Z O •� Q- 0 I ' tta .0 U co U. E v a, .L 3 co c W U UiL z 0 0 z_ >000 Z n � W �- 0 Q �7_ c J w LL D Q Z Fm Q Z J Q 2 Z _j w °..- >0000 (L FM z LL umqJ W 0 IL_ L_ O U JOB NO.: 1981-001-017 DWG. NAME: UT-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: UT-01 5 OF 9 SHEETS 0 00 rn IN m 4 0 <p I d. cn c� w 00 �a 0 o [.a. tl CROOS- 51C.CTION TYPE PE L 3 LIE +BIKE IN CITY CENTER 74' W MEMENI 5e T1 COLLECTOR o,5V HMA CL °, K 64-22 0.5w Cwc OR 0.7W A t..-• NOTE& s SIDEWALK DIMENSION LS MEASURED FROM THE BACK OF 'WALE{ TO THE FACE OF CURB. 1, USE DECORATIVE PEDESTRIAN LIGHTS Its CITY CENTER. SEE STANDARD DETAILS 3-4.2 do 3-43, 2, IUSE STANDARD DETAILS 3-30, 3-31, * 3-32 FOR STREET TREE & STREET LIGHTS. 3. STREET TREES LOCATED IN SIDEWALK, ter; �e�u;as� PUBLIC COLLECTOR OWMG, NO., CROSS SECTION TYPE 0 2 LANES + PARKING IN CITY CENTER 8' 12' 12' 8' 12'* .3' 1J111, Sidewalk Parklas shfa le d" t]Hi ship r 40' 70' MINOR COLLECTOR LOCAL 0.25' HMA tCL .+J% PG 64-22 0.25' HMA CL )j", PC 64-22 0,17' C57C D.17a}' CSTC 0.50, Cs1c 0.42..' cSFc NOTES: * SIDEWALK DIMENSION 1.5 MEASURED FROM THE BACK OF WALK TO THE FACE OF CURB. 1, USE DECORATIVE PEDESTRIAN LIGHTS IN CITY CENTER, SEE STANDARD DETAJL a 3--4.2 & 3-43. 2, USE STANDARD DETAILS 3-30, 3-31, 4 3-32 FOR STREET TREE & STREET LICHm I 3, STREET TREES LOCATED IN CURBSIDE PITS. [°►�. (PuBuc COLLECTOR/LOCAL DWO. NO. dI'�• Ole - ,_ •--1[?i 5W, F AW. SME IU MAII. W*M 3-4 '.x.eSAWCUT LINE FOR NEW OR R&PLAMENT DRIVEWAYS IN 0. Z i OOMWRCIAL/OftSTRIAL DRIVEWAYS r. A .F BE APPROVED BY THE ENGINM WNSIDERFNG TRAFfX SAFUY AND NEEDS OF THE AtT11VIITY SERVED. ALL a� • 01NOTU • r MM—WIM, SU KCRS SZC104, MAIM a ,. DRAwalf 2. SEE SEC. 3,2J3 AND CURB DUAIL DRAWING 3-4, Y M 3. CEMENT COWRETE DRNMY APPROACHO SHALL BE i ' TOP OMRSE CSTO *0mmm PRNEW r 11"Ovp CEMENT CONCRETE CLASS 4000 WITH *X TO J-.. AIR ENTRAINMEENT 5LENGTH OF RAMP SHALL VARY AS iY c c E' g.••r ti • • rSLOPE n X UN E: COMMERCIAL CURB AND GUTTER SECTION DRIVEWAY WORKS EARTHWORK QUANTITIES: CUT: 19,200 CY FILL: 1,100 CY NET: 18,100 CY (CUT) \ _ _ —� 1 'M © € SEE SHEET XS-01 FOR CROSS SECTIONS (TYP) r-- INSTALL INLET PROTECTION (TYP) --� - - - - - - - -- -- -- ---- --- ® _ ---------- - - - - _ i w _ — — _ _ - __. - ..OMmm -^ - . ,,._ ._.� ^ .. r- .. . .. , � � ` ____'_._ � ..ram. .�r>• cumulus mmm"w 4mmOiOe #Mono am NOMOO amma ftm -- — — — — - - -Y- g---- -- -- --sss'------- - - _ ss8ll_. - -_�- -._ -sss 4$..v=.,fit .t. ... --�--- ' . _ S 316TH PLC. - # - - - - - - �--" -- --., c j .� �, r __,-_-____,______________--------- -- --- - -___ -- �— -----_ _ ----- ____ --+} -- — ---- ------ 1 --- d-- — --- / .u�... ------__ s -+-- .— W IfL" r W 2" — w: e 7 f , .. ......... ..... ..... ...... .. ...... ... .? ..5 _ ... .. ...... .. ... ..... ... .......... ... .... i Y £ J r ........ ... ... ,th C7 i sst� .=vr. .. ... .. .. ... .. .. ... .. ...... .. ... ti ' ® _ ... .... .. .. ..... .. .... 0 ' 7, . ..I / . '.^i-.-?I FN ^`^ ./., _:� 'rT?. _. '.� .SEY'. to f / ♦ ,` g • .�� ....../.......... i.. . .. . .. { €. :t f t I ' .r-w—.„a_.----_--___a---------_ � r 4�rP' ^.Fy.' f ♦ ; '•`a _-_-_a------------------a w-.e-sr....rr+._rr._srr-...r._.,....rr-.-_r....r___w-w,-r-__««.. «......r r-__ •wrae.�.r rowaaa o+ a__,•' .�rmr.x ..r _..__s.. r..ww_r_.w _ __r-»-w_a_ F-s-- -� ------------------------- _---------------------------- , _ ---------- ------------- I .'c'F ;k, 4^'3 I • ! _a maw rr_a-_ r_r___«a.,---___-...a.•a_ _w«., .. _.._ _ } --- - -_- ­1 . .. . . . . ... �� ., } .. .. - I t'....,... _ r___---------------- '" ...___a_rw_r. ___rwa_rmrr.,.„w _.... ,.... -.... «..__ ,w "`-_"#. _... Na t - _-_--- . .. ... .. ttt .. .. e I .. ... S 6 / -------------r_--------_----_. -___.- r__ i . .. _ ♦ t 1 1 -------------------------------- ...._aw_r______«r _w w_..>-.w a........_»_a- I .... I_ a 7 • 1 i i 3j\ 1p� r-------------------- a______a_r_r _--- -- ----- ra_ g-� ------------------.. «_a_....__---_____r-_r_., ,. .. .. .. .... .-.'... .. . ... s g ) • 1 1 s i r.._„--------------------- ............._a,.... r., ....__.. ...,.....a.__.......__..a _.,._......w «....._a -a - F —_ i ; I, I • ; s e e e-_--a_a____w__-_-®- ___ _a__. _ ______-w_ -__a_ w__ o� - J .. i _ - ;---------------- t EL.=436.06 t 1 t I i; i, , a . . .. .. .. .. . . . . . p � • 1 , i t ; ; t t i ! t ! 1 i • 1 I ; 0 ! P - t 1 ...... .. • ; ; 1 t ; 1 1 t ; t 1 438 t 1 1 i 1 t • • • ♦• • ♦ • ♦ • • � t 1 1 a • t• 4 i s t ; • • • • • • • • • • • • • • •. • •. • • • • • • • • • t I i i i �. • • • • • • • • • • ♦ • • • • • • • • • • • • •.• • ♦ 1 01♦t• • •I• • • • • • • • 1 ; e I I ENTRANCE GRADE FF:452.95 DOG f BASEMENT FF:438.95 1 t i t i ; • 1 7 1 t t t PARK t t i t l_— _a_r_«_a__ _" __-_-a_-a --_--_—_—a.. w•� 1 12.2%�.«w__a ----w-_-_-_-__- _---w---r----_ a- --w a -w ---._-...__ ...—_.»«-_ rm L__aw__w._._r------_ ar_rr_rr_ �w---_-_----______-a ___a_ __-----------------------.-__-__-r_-_a_a-a._.^-_ r- m mB 5 -----------------------------------------------------r-----a--_--- EL.=4381__ r _-----------------`----------------r------------------ —r_--a __w------------------- --__—__----------__a---------------- ------------------ INSTALL FILTER FABRIC FENCE ----------------------------------- :_awr__ - I , AT CONSTRUCTION LIMITS (TYP) 1 CONSTRUCTION LIMITS (TYP) t 1 { ! 438 • a 1 ° I � ___ —� • a t � 1 ° t J __�- 452 - - - - - - - - - 448 — L 446— '- LI - - w _ ` 444 _ -`-` - - _ - - .---- _ __ _ BUILDING AT GRADE --- ---� a - 4 _ _ �_: `-- � �� 1 --_ 442 _ _ _ _ __ - --- —__ • — LEVEL UMITS (TYP) -- - -_ _ - ---- / _ __ - �-- � EXTEND BUILDING WALL BETWEEN _438 _ _ -, -. - - --- __. _� �_ 442- �« BUILDING AND NEW PROP ERTY/� - a -' -- -- x -� a -"- --- LINE FOR GRADING TRANSITION -- " 4.34 -. _ x _-X x - / ®� x k _ x 436 � Q ' _-..••-. - _ - 43 - ____ x �_ _ Z- __\_x .. �. - 434 E x.�- 432 pa- - - -sD 12^�.�-� p SD 92" — — — — ---SD 12"— 1 DQ t nn SCALE: 1'" = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' LEGEND PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR - _ EXISTING MAJOR CONTOUR PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WATER W SD 12" - EXISTING STORM DRAINAGE - - ss 8" - - EXISTING SANITARY SEWER - - W 12" -- -- EXISTING WATER - — G 2" - - EXISTING GAS FmDECORATIVE CONCRETE PAVING ASPHALT PAVING CONCRETE PAVING 12,. # ss 8" -- _ — . S - W 12 —. — — I r 1 I I CONSTRUCTION LIMITS (TYP) I # G 438 # I INSTALL FILTER FABRIC FENCE l 1 I AT CONSTRUCTION LIMITS (TYP) 00 O i I W # I 0� I 3 I Z o U. _ W �� f ## (L r \ I fri11` # REVISIONS NO. DESCRIPTION/DATE BY G; . e y y• 0 tM O U �0 J wrn m J 000) N +1 41 M In W't W L Lo to V/ � o a a o W W w it V 'O c U- �z,•1�, Y z 117 0 W N �0 c z _ c � 0 zm JQctl 0 VU {q c o z 0 U rcoi U. E ...- a� � 3 ` C 0 o)�: Ir w� v [i z C9 z U) 3 z a- Q Z LLJ Ir W o C- 0 w 0 LL z a o z Q �- z W a- z LL s LL W 0 LAJ U- L►.. 0 U JOB NO.: 1981-001-017 DWG- NAME: GR-01 DESIGNED BY: LGB DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: G R-01 6 OF 9 SHEETS 470 465 460 455 450 445 440 435 470 465 460 455 450 445 440 435 1 1 +00 12+00 13+00 SITE CROSS SECTION A -A SCALE: 1 „=-5' VERT. 1RT. i f 124' i GROUNDcf) UILDING EXTENTS CL i = Cfl �— I EXISTING + ' 2% U) i 4 FLOOR TO ----tM 452.95 12' SIDEWALK I OF SLAB I , _me 14 MAX.' - FINISHED GRADE _ l I 1 i f � / Bo Az TOP OF SLAB = LEVATlON VARIES } i 21 +00 SITE CROSS SECTION B-B SCALE: 1;=5' VE R 1 —VERT. 470 465 460 455 450 445 440 435 22+00 22+20 14+00 15+00 n FIRE TRUCK MOVEMENT STUDY SCALE: 1 " = 20' "6w% i 20 10 0 20 40 n I 470 465 460 455 450 445 440 435 15+60 REVISIONS NO. DESCRIPTION/DATE B I =xf m N � vv C U3 •� Q Q- 3 ry o W � W oX z Lo �� 0 z� O W N eo = 00 zN0) °'rn -- U) Q °c Q co 0 cn co.— r O z O •1 0 Q O N • U-- UMIm E a� 3 ` S c L 6,:j: c W U �a z 0 z V) O W W O C) � V) (n w a LL 0 z Imm Q J Q z 048 >01 W F H z um < LA- 0 w U- 0 U JOB NO.: 1981-001-017 DWG. NAME: XS-01 DESIGNED BY: LGS DRAWN BY: CJR CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: XS—U 1 7 OF 9 SHEETS CONCRETE - PICKLEBALL COURT WITH STRIPING AND NET 5' WIDTH TYPE III PERIMETER LANDSCAPING- TYP. GROUNDCOVER TO BE PLANTED TO RESULT IN TOTAL COVERAGE OF LANDSCAPED AREAS WITHIN 3 YEARS. PROVIDE RUBUS ROLFEI/ CREEPING TAIWAN BRAMBLE PER PLANT LEGEND IN ALL AVAILABLE PLANTING AREAS WITHIN WEST AND SOUTH PERIMETERS PARKING LOT LANDSCAPING CALCULATION (PARKING IS LOCATED UNDER THE BUILDING, THEREFORE THE BASIC CALCULATION FOR TOTAL LANDSCAPE AREA REQUIRED IS GIVEN) PER FWRC IS25.010, 15 SQUARE FEET OF LANDSCAPING IS REQUIRED PER PARKING STALL PROVIDED. 211 STALLS X 15 SF / STALL = 3,165 TOTAL SF OF LANDSCAPING REQUIRED TOTAL SQUARE FEET OF LANDSCAPING PROPOSED = 1,121 SF PUBLIC PLAZA OPEN SPACE - CUSTOM PAVER DESIGN PER ARCHITECTURAL PLANS (2) COMMERCIAL CONCRETE PLANTERS - REFER TO SHEET LA-02 FOR PLANTING SCHEME / / J --__-Sa12 -- --'�_ - ..._...__,.._ _.. - --- _ ss s" - - g - — - - - - - _.._ - .._.. - Ss 8" w_ - _._._ - - - - �� � - --- _ - - a C31 FLACxPOLE PLAZA PER AFF(NIT�r' FOUNDATION WALL- REFER TO STRUCTURAL PLANS STANDARDS- REFER TO ARCHITECTURAL PLANTER LANDSCAPING- TYP.- - - -- ------,, ------>-_________ ____-- _ PLANS - - - ----------------------- �---------------- -- - - --------- - - - - -_ -_ _ _ - '-----------------------------------------------f ----�------------- }--- w 12" _ - _ --- W 12" - - —. — _ - _ w �- - ---------------------0---------------------- - - - - - - -- ------------- ----------------- --- --=`=- "----- - -`- = � 2-- - — ' • • • __ SIDEWALK - - _- s (1) 6' STEEL, VANDAL RESISTANT BENCH WITH BACK, VISIONMASTERS.COM, AMHERST MODEL 8-102 SURFACE MOUNT FOR "SMOKING AREA" (2) 6' STEEL, VANDAL RESISTANT BENCHES WITH BACK, VISIONMASTERS.COM, AMHERST MODEL 15-102 SURFACE MOUNT 36" HEIGHT FENCE 100 00000'� ►s B 3' WIDTH FLUSH CONCRETE MOW STRIP - LIGHT BROOM FINISH • ! . L • I I . wovvva.00eooae� (2) 6' STEEL, VANDAL RESISTANT BENCHES WITH BACK, VISIONMASTERS.COM, AMHERST MODEL 8-102 SURFACE MOUNT 0 FORTE COCHERE- REFER TO ARCHITECTURAL ELEVATIONS ENTRANCE GRADE FF:454.20 BASEMENT FF:438.95 5' WIDTH TYPE III PERIMETER LANDSCAPING- TYP. GROUNDCOVER TO BE PLANTED TO RESULT IN TOTAL COVERAGE OF LANDSCAPED AREAS WITHIN 3 YEARS. PROVIDE RUBUS ROLFEI / CREEPING TAIWAN BRAMBLE PER PLANT LEGEND IN ALL AVAILABLE PLANTING AREAS WITHIN WEST AND SOUTH PERIMETERS Wvv.0000w W SCALE: 1 = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' I \ I ^-.- SID (2) 6' STEEL, VANDAL RESISTANT BENCHES WITH BACK, VISIONMASTERS.COM, AMHERST MODEL 15-102 SURFACE MOUNT -W12"��_ -_--- AFFINITY SIGN- WALL MOUNTED, + REFER TO ARCHITECTURAL rr 1 I 1 TYPE III PERIMETER I ; WALL MOUNTED 1VEGETATED TRELLIS- (4) TOTAL LANDSCAPING 5' MIN., ,� } NORTH OF GARAGE ENTRY. TRELLISES MOUNTED 15' MIN. PROVIDED -; ,1 UNDER LOUVERS AND CONTINUE TO GRADE LEVEL, = 4 1 TYPICAL. REFER TO PLANT LEGEND FOR VINE SPECIES TRAINED TO TRELLIS AND SHEET CLIMB LA-02 FOR TRELLIS DETAIL. I' J. i I W x, � I19 U) IE SEATING AREA- CONCRETE m 1 I PLAZA LIGHT BROOM FINISH = i WITH (2) 6' STEEL, VANDAL U RESISTANT BENCHES WITH ._ BACK, VISIONMASTERS.COM, W AMHERST MODEL 15-102 SURFACE MOUNT z I > •. 4 � I ! I I 14 I 1 ! II W i o M TRANSFORMER AND CONCRETE _ PAD. TYPE I LANDSCAPING - AROUND TRANSFORMER PER = - FWRCowl i9.ii5 050(6XbX ii) - - -01 WALL MOUNTED VEGETATED TRELLIS- (3) TOTAL SOUTH OF GARAGE ENTRY. TRELLISES MOUNTED TO HEIGHT OF TOP OF LOUVERS ON 15, j - ® NORTH SIDE AND CONTINUE TO GRADE LEVEL, TYPICAL. REFER TO PLANT LEGEND FOR VINE SPECIES TRAINED TO CLIMB TRELLIS AND SHEET LA-02 FOR TRELLIS DETAIL. 19 SD 12" — — --- _... — — _._.. — .— —SD 12", — '8• � i a ` I '- _ —— F2EVISIONS DESCRIPTION DATE BY F �r19/1�iB e STATE O WASHGTON 1NSTEREDD RREEGI DSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 Mg U 0, Aki 4 CVj 3 W 0 0)CL W aw Z �� o 0 z LO N W (Dp a�i 0 z o, rn —cnQ cr_ N" 0 Z� Q 0 cn �. v Zoe 0�� UMIi E �c 'L 3 3 �o rn3: c Lv U (U (_ Z O 8 Z 3 z fr� EL D W W O Q 0 U V) W z UL Q Q J z z W z AID um Q LL < uj u_ LL. O U JOB NO.: 1981-001-017 DWG. NAME: LA-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: LA-01 8 OF9 SHEETS 0 3 N 0 I T WEB R TREE 07 E w 2' MIN 1-1/2* x 8'-0" REBAR 0 1. 0. TREE STAKE (2 TYP) MIN, 4" PERF. PIPE, FILLED WITH DRAIN ROCK FINISH GRADE \ �J- -- WOOD CHIP MULCHH ^ ^SIDEWALK tt ROOT BARRIER --- ---- +': ! °• (TYP., BOTH SIDES) u • BACKFiLL WiTH CLEAN a NATIVE SOIL 1'-6" MIN. REMOVE BURLAP FROM NOT TO SCALE NOTES: TOP 113 OF ROOT BALL ADD 3 WATERING RING MIN. 2X ROOT BALL M NATIVE SOIL PLANTING: 1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not make hole deeper than root ball. 2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut circling roots. 3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do not add soil amendments or gravel unless approved by Public Works Director. 4. Install 4"x 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more than 1/2" above finish grade. 5. Back fill with clean native soil. Firm soil around the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4" wood -chip mulch. Do not place mulch next to trunk. ROOT BARRIER: 1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors, minimum 18" height, with 1/2" raised vertical ribs 6" on center, or approved equal. 2. Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and curb according to manufacturer's directions. Exposed edge shall not extend more than 1/2" above finished grade. STAKING: 1. Use 2, 1-1/2" by 8'--0" rebar tree stakes. Do not drive stake through root ball. 2. Attach tree to stake with canvas web belting or rubber, using a figure-8 formation. TAGS: 1. Remove togs after inspection. JULY 2014 CWW PUBLIC STREET TREE PLANTING DWG. NO. Fedwd WORKS IN PLANTER STRIP 3-29 STAPLE /-TREE - 44a`v !R`E2�INFORCED RUBBER DETAIL HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TiES f- UJ to FINISH GRADE 18" MiN. ("DT" TO THE LEFT OF THE SYMBOL INDICATES A DROUGHT TOLERANT SPECIES, MORE THAN 25% OF PROPOSED SPECIES SPECIES ARE DROUGHT TOLERANT) LANDSCAPE NOTES PLANT LEGEND ARE DROUGHT TOLERANT PER FWRC 1S.125, 15% OF PROPOSED c l�gl ,tanica l / Gammon Name size Quantau Comments PLANTING REQUIREMENTS PER FWRC 11325.040 TREES 1. DO NOT DIG BEFORE LOCATING UTILITIES. DT Amelanchier alnifolla / SERvICEBERRY 1 1/2" CAL, 6 FULL, 1545 2. SUE3GRADE$, INCLUDING BERMS, TO WITHIN 1/10TH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE DT Pinus sylvestris 'Fastigiate' / COLUMNAR SCOT'$ 6' MIN. HT. 2 FULL, 154E NOTED, PINE 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED iF CONDITIONS REQUIRE. DT Fague sylvatica 'Dawyck Purple' / COLUMNAR 2 1/2" CAL. 2 FULL, 545 4. APPLY 6" DEPTH TYPICAL 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. PURPLE EUROPEAN BEECH 5. $OIL IN PARKING LOT LANDSCAPED AREAS MUST BE NON -COMPACTED TO A DEPTH OF 16" PR1OR TO PLANTING chinensis 'Don Egolf' / CHINESE REDBUD 5 GALLON 2 MULTI -STEM, FULL, BBB ANY TREES, SHRUBS OR GROUNDCOVER. 6. LANDSCAPE AREAS $HALL BE COVERED WiTH AT LEAST 2 DEPTH OF MULCH TO MINIMIZE EVAPORATION WHERE DT Buxus sempervirens Graham Blandy I GRAHAM BLANDY 5 GALLON 4 COLUMNAR BOXWOOD PLANT MATERIALS WILL COVER AND 3" DEPTH MEDIUM/COARSE GRADE BARK MULCH OVER BARE SOIL. MULCH TO OT ( ) Prunus laurocerasue 'Otto Luyken'/ OTTO 5 GALLON la BE FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO LUYKEN LAUREL Weigela 'My Monet' I MY MONET DW. WEiGELA 5 GALLON 25 PLANT GROWTH. MULCH SHALL BE USED IN CONJUNCTION WITH LANDSCAPING IN ALL PLANTING AREAS TO MEET XERISCAPING GOALS, ASSIST VEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLY COMPLEMENT PLANT 'teeny' 15 MATERIAL. MULCHES INCLUDE ORGANIC MATERIALS SUCH AS WOOD CHIPS AND SHREDDED BARK. NON -VEGETATIVE OT DMATERIAL Pinus mugo / DWARF MUGHO PINE 5 GALLON SHALL NOT BE AN ALLOWABLE SUBSTITUTE FOR PLANT MATERIAL. OT 0 Daphne x transatlantica 'Biafra' / 'ETERNAL 5 GALLON 45 1. GROUNDCOVERS SHALL BE PLANTED AND SPACED, USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT IN FRAGRANCE' DAPHNE TOTAL COVERAGE OF A LANDSCAPED AREA WITHIN THREE YEARS. OT + Euonymus fortunei 'Emerald Gaiety' / WINTERCREEPER 5 GALLON 12 8. WITH THE EXCEPTION OF LAWN AREAS, AT LEAST 25 PERCENT OF NEW LANDSCAPING MATERIALS (LE. PLANTS, TREES, AND GROUNDCOVERS) SHALL CONSIST OF DROUGHT TOLERANT SPECIES. OT(D Cletus x purpureus / PURPLE ROCKRO6E 5 GALLON 6"! S. DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST 1.5 INCHES AT THE TIME OF PLANTING MEASURED 4.5 FEET ABOVE THE ROOT BALL OR ROOT STRUCTURE. OT Splraea X bumalda 'Anthony Waterer' / ANTHONY 5 GALLON 12 10. EVERGREEN TREES SHALL BE A MINIMUM SIX FEET IN HEIGHT (MEASURED FROM TOP OF SHRUB TO THE GROUND) WATERER SPiRAEA DT Phormium 'Apricot Queen' / NEW ZEALAND FLAX 5 GALLON 6 AT THE TIME OF PLANTING. 11, AREAS PLANTED WITH GRASS/LAWN SHALL BE A MiNiMUM OF FIVE FEET WIDE AT THE SMALLEST DIMENSION. OT Helianthemum nummularium / SUNROSE 1 GALLON 43 YELLOW FLOWERING 12. LANDSCAPING AND FENCING SHALL NOT VIOLATE THE SIGHT DISTANCE SAFETY REQUIREMENTS AT STREET ORNtIi"iENTAL CaRA3cyEg FERNS 4 VINES INTERSECTIONS AND POINTS OF INGRES$/EGRES$ FOR DEVELOPMENT. Pennlsetum alopecuroides / FOUNTAIN GRASS i GALLON 20 13. ALL TREE TYPES SHALL BE SPACED APPROPRIATE FOR THE COMPATIBILITY OF THE PLANTING AREA AND THE DT Calamagrotle acutiflora 'Karl Forester' / FEATHER REED t GALLON 4 CANOPY AND ROOT CHARACTERISTICS OF THE TREE. GRASS 14. CONTRACTOR 15 RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FiELD OT Festuca ovina 'Elijah Blue'/ ELIJAH BLUE FESCUE 1 GALLON 14 CONDITIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. Polystichum setiferum / SOFT SHIELD FERN 1 GALLON 16 15. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES BASED ON AVAILABILITY OR FIELD GROUNDCOYE CONDITIONS. OT NO SYMBOL Saxifraga 'Primuloldes' / MINIATURE 1 GALLON i8-24" O.C. PLANT IN SHADED AREA UNDER 16. ALL PLANT MATERIAL SHALL BE DISEASE FREE AND ARRIVE iN A VIGOROUS GROWING CONDITION. LONDON PRIDE FORTE COCHERE IN ALL 11 ALL PLANT MATERIAL SHALL CONFORM TO USA STANDARD FOR NURSERY STOCK, LATEST EDITION. AVAILABLE AREAS 18. ALL TREE PiT$ SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. OT Rubus rolfei / CREEPING TAiWAN BRAMBLE ]GALLON 24-30" O.C. SYMBOL SHOWN IS PARTIAL. PLANT GROUNDCOVER IN ALL 1S. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON AVAILABLE AREAS IN NORTH FAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD SIDE PLANTING BEDS AND Fine Lawn 1-19droseed PLANTERS WITH NO OBLIGATION TO THE OWNER. 20. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE OT ON TRELLISES Clematis armandit / EVERGREEN CLEMATIS 1 GALLON 18" O.C.! PLANT TENDRILS TO BE WOVEN NOTED, 3 PLANTS ON TRELLIS AND WATERED IN 21. STREET TREE LOCATIONS ARE APPROXIMATE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY PER TRELLIS AFTER PLANTING LOCATIONS. CONTAINER PLANTING CONCEPT 22. UTILIZE CITY OF FEDERAL WAY PLANTING DETAIL FOR DECIDUOUS STREET TREES FOR ALL DECIDUOUS TREE PLANTED CONTAINERS ARE PROPOSED PLANTING (SEE DETAIL THIS SHEET). TD BRING IN HUMAN SCALE AND COLOR _ 23, ALL TREES SHALL BE DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO BE REMOVED AFTER ONE FULL TO THE BUILDING FACADE. THE CONCEPT `. GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY I MAINTENANCE PERIOD SHALL BE FOR THE CONTAINER PLACEMENT AND -- REPLACED AND RE -STAKED PER THE DETAIL. PLANTINGS ARE TO CREATE FOCUS ON PRUNE DISEASED AND T ENT Y AND TO 24. LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. BROKEN BRANCHES THE HO EL R VISUAL ENHANCEMENT OF THE EXTERIOR HOSE AND WiRE TIES, HOTEL ARCHITECTURE. PLANT COLORS SEE DETAIL ABOVE AND TEXTURES ARE SELECTED TO 2x2 FINE TREE STAKES COORDINATE WiTH THE COLORS AND SET STAKES PERPENDICULAR TEXTURES OF THE BUILDING. IN ADDITION, TO PREVAILING WIND PLANT MATERIALS ARE SELECTED REt,1OvE BINDING MATERIAL AND BASED ON THE CRITERIA OF LOW TOP 1/3 OF BURLAP MAINTENANCE, GOOD SUCCESS IN WATERING BASiN CONTAINERS AND SUN / SHADE ASPECT. 2" SETTLED DEPTH FINE GRADE BARK MULCH \ AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MiX TOPSOIL SLOW RELEASE GRANULAR FERTILIZER (OSMOCOTE OR EQUAL) SCARIFY PiT SiDES AND BOTTOM FIRM NATIVE SOiL MOUND 2x ROOTBALL WIDTH CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO WALE PRUNE DISEASED AND o BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP PLANT P HIGHER THAN 2" SETTLED DEPTH FINE iN NURSERY GRADE BARK MULCH FINISH GRADE ---� FERTILIZER TABLETS (4-21 GRAM-20-10-5) (oil/i,\!ice /r��:-\i AMEND NATIVE 501E WITH 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY FiRM NATIVE SOIL MOUND 2x SHRUB PLANTING DETAIL NOT TO SCALE EQUAL SPACING 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING ire - EDGE OF PAVING OR PLANTING BED - SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE TYPICAL CONTAINER STYLES NO SCALE HYDROSEED MIX FOR LAWN & PLANTING STRIP PROPORTION CFERMINATiON NAME BY WEIGHT SD TRIPLE BLEND PERENNIAL RYEGRASS- 1090 TURF QUALITY 50 FiNE FESCUE' APPLICATION RATE 6 -8 LBS. / 1,000 SF. Noma I. SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. 2. USE APPROXIMATELY S-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. 3. SEEDING SEASON iS LIMITED TO MARCH i- MAY 15 E AUGUST 15- OCTOBER 1. 4. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED iN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. i HEIGHT VARiES- FOR THE (4) TRELLISES NORTH OF THE GARAGE ENTRY: TOP EDGE TO BE 1' BELOW BOTTOM EDGE OF BUILDING LOUVERS FOR THE (3) TRELLISES SOUTH OF THE GARAGE ENTRY: TOP EDGE TO BE EVEN WITH TOP EDGE OF BUILDING LOUVERS ON THE NORTH OF GARAGE ENTRANCE. BOTTOM EDGE OF ALL TRELLISES TO MEET GRADE. F_ lW!" 17iklk211115071 Wd4N I KtLL.I�C-* /Ai'CC AL_IlLSNr_L.1 I I- i UNDER THE LOUVERS NORTH OF GARAGE ENTRY AND DIRECTLY UNDER BUILDING WINDOWS SOUTH OF GARAGE ENTRY. WIRE VINE SUPPORT DETAIL NO SCALE 3/8" X 8" LAG BOLT WiTH WASHER EACH SIDE OF WIRE, ALL FOUR CORNERS. WRAP WiRE AROUND LAG AND SECURE TO WALL. LAG ATTACHMENTS TO WALL TO OCCUR EVERY 4 FEET ALONG ENTIRE LENGTH. n STAINLESS STEEL WiRE- BOTH WAYS. SECURE GRID WiTH 011 CROSS TiES AT EACH JUNCTION- TYPICAL. TOP, BOTTOM AND SIDES TO BE FOLDED OVER, CRIMPED AND CLIPPED OFF AT CROSS TIE - TYPICAL unu REVISIONS NO. DESCRIPTION/DATE BY sa�lsr�mta STATE OF WASHINGTON REGISTERED NDSCAPE ARCHITECT EANNE 0. KUHLMAN CERTIFICATE No. 743 0 �2o �0 J 0'J N 3 N M iE y` �¢ ii 0 U w W zL vv W0� C C W (9 0 lN co 1( c � v ZWw 0'crn F- �� = Q co 0 V) U ��r _V .0 0 Zoe �Jll � O •_ � rn 3 ` 3 0 �0 rn� c W U j .n va Z O 8 z (n J V) I O D Z 0 ckj I.L � 0 WLL < z � W Q Q J < 0 Z V) Z LL UL w w LL LL_ O U JOB NO.: 1981-001-017 DWG. NAME: LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/19/2018 DATE OF PRINT: LA-02 9 OF 9 SHEETS 0 15' CUSHING ■ TERRELL ARCHITECTS ENGINEERS IMMI " L=j EMERALD CITY ENGINEERS, INC 6605 216th ST. SW, Suite 200 Mountlake Terrace, WA 98043 425-741-1200 tel / 1201 fax 5LE ....... SITE LIGHTING SCALE: 1 " = 20' W Qz o 0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.1 1.5 1.6 1.5 1.4 1.6 1.5 1.3 0.7 0.3 0.2 0.1 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 10.1 0.3 0.4 0.4 0.2 11/1 . ......... I �� W 0. Q'.:I.'.'.'..1.:.3.'.'. 1.;. .....1.. .....1.. .....1., 3 " ...1.:3 ...... •. 2:9 ..'..2:3 •'• A :1 ... 4 • ..'. .: �'.'.'.'.'1.4.'..'.'.1, 8 •"•" '"1':'6''.:.".'.'.'.'.1.:.5'..'.'.'.1.:.2 .'.'.'.'.1.;.2'.'..'..1.:.. , .. . 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'.. 8 2.4 1 �.:g..':.. :"1::9''' . 1. 111111 �. 1,J 1.2 1. 1. 1'..'.':. 2. 9 o W 0 0 0 :::...... : ..':'3 8 :':'1:: • O ::...0:.7 :.fl 9 .9 1.9 1.7 1. 1. 1.6 1.3 0.6 O....... . . ....... 0 0 . .... , 0 0.7 0.5 0.3 0.4 0.5 0.6 1.3 1.0 0.6 00°° 11 �, ' o Edo 454e 20 :::' ....�.....".F000 0 0 2..p.:ENTRANCE GRADE W�y%�oO - . .6.�...:'�'.'Q 1.5 1.3 0.6 p BASEMENT FF:438-95 o 0 0..1 2.1 58 2.9 2.0 0.9 °Oo `•��.• Ooo Of �Qoaao°°� 0 0 :0 O; T 2-.0' 4.6 2.4 1.0 I' 02017 ALL RIGHTS RESERVED .'S:.6 .6 2.3 0.9 :...: '. ....:...:... DESIGN (U REVIEW :':':':3.4. 3.8 2.4 0.9 _ "�Y • ......... 0:::.1'.'3. 1.9 1.5 0.6 0 2-12-2018 .... .. DRAWN BY I RE . .. ... .. _ .. .. .. • . _ .. ' .' .. � • ' ' � � � � j...... � REVISIONS VJ SITE PHOTOMETRIC CALCULATIONS z 0 SCALE: 1 " = 20' r ) ry SITE LIGHTING PLAN 0 RESUBMITTED :D I.L JUN 2 8 2018 Cn Y OF FEDERAL WAY o J:\2007-034 Affinit at Federal Way\Dwg\xr elec-site.dwg COMMUNITY DEVELOPMENT, z El 00 COPYRIGHT 2017, EMERALD CITY ENGINEERS, I�IC. AFRENCH �1:\2007-034 AFFINITY AT FEDERAL WAY\DWG\E10 SITE UGH71NG.DWG 11-15-2017 15:46 LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION LAMP BALLAST MOUNTING MODEL INPUT VOLTS NOTES OTHER NOTES WATTS Z1 O EXTERIOR: POST TOP OUTDOOR POLE LIGHT, TYPE V (1) 70W LED 4000K ELECTRONIC POLE & BASE LSI LIGHTING XLXM3 PT 5 LED SS NW UE BLK 70 208V 2P 2W PROVIDE STEEL POLE, FIXTURE HEIGHT NOT TO BLACK/POLE BLACK DISTRIBUTION POLE: 4RPSF S10G 12 S BLK/4SRBC EXCEED 12'. Z2 MARINA PENDANT STREET LIGHT, SHOWN FOR REFERENCE (1) 68W LED, 4000K ELECTRONIC CEILING CYCLONE LIGHTING: CN12P1X—FGC-3-68W-4K 79 120V 1P 2W STREET LIGHT PER CITY OF FEDERAL WAY ONLY STANDARDS, SHOWN FOR REFERENCE ONLY, DESIGN BY OTHERS Z4LED OUTDOOR: LED WALL PACK, FORWARD THROW, FULL CUTOFF (1) 69W LED 4000K LED DRIVER POLE & BASE LITHONIA CSXW LED 30C 700 40K TFTM MVOLT 69 MULTIPLE ZSLED OUTDOOR: SMALLER LED WALL PACK, TYPE II, FULL CUTOFF (1) 24W LED 4000K LED DRIVER POLE & BASE LITHONIA WSQ LED 1 1OA700/40K SR2 MVOLT 24 MULTIPLE a HAND —HOLE BASE PLATE WITH DRY PACK BELOW 1-, 45 DEGREE CHAMFER 6" FINISHED GRADE DEPTH: 72"--" 5—#4 REBAR STEEL EQ SPACED WITH 2" CLEARANCE. PROVIDE #4 TIE BARS AT 12" O.C. FULL HEIGHT CONCRETE BASE 18" SEE FIXTURE SCHEDULE FOR POLE HEIGHT SITE LIGHTING BASE DETAIL SCALE: NONE JA2007-034 Affinity at Federal VVay\Dwglxr elec-site.dwg COPYRIGHT 2017, EMERALD CITY ENGINEERS, INC. AFRENCH a\2007-034 AFFINITY AT FEDERAL WAY\DWG\E10 SITE UGHTING.DWG 11-15-2D17 15-46 FIXTURE SEE LUMINAIRE SCHEDULE POLE STYLE, DIAMETER AND FINISH PER LUMINAIRE SCHEDULE. GROUNDING LUG INSIDE HAND —HOLE CONNECT CIRCUIT GROUND HERE LOOP #6 BC THROUGH GROUNDING BUSHING ON CONDUIT ANCHOR BOLTS SUPPLIED WITH POLE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS TROWEL FINISH EXPOSED SURFACE EXOTHERMIC WELD GROUND WIRE TO REBAR PVC --p- TO LTG CKT -SCHED 40 PVC, SIZE PER PLANS 24" BURIAL DEPTH MINIMUM. MINIMUM OF 3—#4 TIES ARE REQUIRED AT THE TOP OF THE FOOTING PIER LED LEXINGTON DECORATIVE AREA LIGHTS (XLXM3) Z1 SMARTTECThI- LSI drivers feature integral sensor which reduces drive current, when ambient temperatures exceed rated temperature. ENERGY SAVING CONTROL OPTIONS - DIM - 0-10 volt dimming enabled with controls by others. BLS - Bi-level switching responds to external line voltage signal from separate 120- 277V controller or sensor (by others), with low light level decreased to 30% maximum drive current. LEDS - Select high -brightness LEDs in Cool White (5000K) or Neutral White (4000K) color temperature, 70CRI. DISTRIBUTION/PERFORMANCE - Types 3, FT, and 5. Exceptional uniformity creates bright environment at lower light levels. Improved backlight cutoff minimizes light trespass. HOUSING - One piece housing/support frame is die-cast aluminum. Post top access cover and support arms are die-cast aluminum. Housing is sealed with an extruded silicone gasket. HOUSING TOP CAP - Removable spun aluminum cap/driver enclosure is retained by captive stainless steel fasteners and safety cables. Housing and top cap interface is sealed with a one-piece extruded silicone gasket. Tool -less entry option is available. SEALED OPTICAL UNIT - Lens is clear, flat tempered glass, sealed to aluminum optics housing. Pressure stabilizing breather allows super -tight protection while preventing temperature cycling from building up internal pressures and vacuums that can stress optical unit seals and components. FASTENERS - All exposed fasteners are black oxide coated stainless steel. Internal fasteners are stainless steel or zinc electroplated steel. ELECTRICAL - Terminal block for attachment of incoming primary wiring is supplied. Two - stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal voltage power supply 120-277VAC (50/6OHz input), 347VAC and 480VAC. Optional button -type photocells (PCI) are available in 120, 208, 240, 277 or 347 volt (supply voltage must be specified). DRIVER - Available in Super Saver (SS) and High Output (HO) drive currents (Drive currents LIGHT OUTPUT - XLXM3 are factory programmed). State-of-the-art driver technology designed specifically for LSI LED light sources provides unsurpassed system efficiency. Components are fully encased POST TOP MOUNT Lumens (Nominal) Watts i of LEDS Type 3 1 Type FT Types (Nominal) in potting material for moisture resistance. Driver complies with IEC and FCC standards. — = SS 64 6180 5570 5240 7o OPERATING TEMPERATURE 40°C to +50°C (40°F to +122°F) 3 Ho 64 8670 ! 8270 75t0 to8 MOUNTING - Post Top and Wall mounting available. Pole selection information shown q d SS 64 5930 5350 5150 70 under fixture drawings. g To 64 8250 7560 6890 1 108 FINISH - Fixtures are finished with LSI's DuraGriPP polyester powder cCM finishing process. LED Chips are frequently updated therefore values may increase. The DuraGrip finish withstands extreme weather changes without cra@king or peeling. WARRANTY - LSI LED fixtures carry a limited 5-year warranty. PHOTOMETRICS - Please visit our web site at www.Isi-industries.com for detailed photometric data. Also available in traditional light sources LISTING - Listed to U.S. and Canadian safety standards. Suitable for wet locations. This product, or selected versions of this product, meet the standards listed below. Please consult factory for your specific requirements. RoHS cu. ARRA carIt laadion f°'d0p Bsta.►v.1t6C1.1s.A-a.,.�ls...rs�♦...Yr.e.aall.£IaA.-U.�..�r : Y t..d faProject Name Catalog #_ NEMA 5-15 GROUND FAULT CIRCUIT INTERRUPTING (GFI) RECEPTACLE WITH WATERPROOF COVER SUITABLE FOR UNATTENDED USE. (FESTOON OUTLET) SIDEWALK SIDE, AS CLOSE TO TOP OF POLE AS POSSIBLE. BASE DETAILS BOLT PROJECTION I X = 3 1/2" (9cm) Comes with 4 cnchor bolts, 8 nuts and 8 washers. Nor ANCHOR PLATE 5 1/2.0 FREE OPENING W • B.C.: 11 1/2"0'.. 290mm0 • THICKNESS: 3/4" 19mmThisanchor plate a o bolt circle from 8 3/4.0 0 11 1 /8"0 I 13"0 222mmO ® 283mm0 - tam to awc - 330mm0 Fixture Type I 10/2416 © 2016 LSI INDUSTRIES INC. ARM 24Y r-0" PLANT SUPPORT PSS 16 (120j) LUMINAIRE: CNllP7-GCPC-SKY-3-68W-4K-VOLT-EQI-GGNOB-RALXXXXTX POLE PM49-19'-SA-BMII-BH03416AP/Sl-T40-RAL)(X)XM BRACKET: CP1450-C7-T40-CA2AP-GFI-RAIXXXXTX HOLD DOWN LIEVEIING Nl CAST -IN -PLACE CONCRETE BASE DETAIL BOLT CIRCLE. SEE DETAIL. ABOVE. Istt q1 5 - 15 VERT. REEIAR AND 3 - #4 HOOPS a 9" O.C. ;all a. .4 p• l' 4 1 --- --�- 4 36" 2" CONDUIT PER PLAN it 1. al-,.__- ,-_--_- r e r It �•-24"b--I 2- Z2 �- CYCLONE CN11P1 68W LED LUMINAIRE OR APPROVED EQUAL za•0 CYCLONE LIGHTING POLE FOR 18' FIXTURE MOUNTING HEIGHT CE OF POLE 2- -0- FROM FACE OF CURB ANCHORING BOLTS STEEL. 1"x 36" (SUPPLIED BY CYCLONE LIGHTING OR APPROVED EQUAL) —CYCLONE LIGHTING POLE BASE _HANDHOLE FOR ACCESS TO TRAY -MOUNTED BALLASTS PROVIDE BOLT COVERS. GROUT AFTER ADJUSTING AND SECURING POLE IN eonnr_ VERTICAL POSITION. GIST -IN -PLACE OR PRE -CAST CONCRETE SASE JI NOTES: 1 CASTOL� E SHALL BE UTILITY VAULT MODEL 4-LB OR APPROVED 2) CHOICE OF CONCRETE BASE STYLE SHALL BE AT CONTRACTOR'S DISCRETION WITH CITY APPROVAL. 3) REFER TO DETAIL 3-30 FOR LOCATION. Rev. JAN 2017 0 WORKB CITY CENTER DECORATIVE D3 G. No. LUMINAIRE STANDARD AND BASE CSXW LED LED Wall Luminaire Specifications Height: 7-1/8" 429.2 cm) l H C7) Width: 16-3/8" (41.6cm) - Depth- 9-- � W � 1---D — � 616" Weight 30lbs (max): (13.6 kg) Numbs Z4 Number Notes Type Introduction The Contour® Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The CSXW LED combines the latest in LED technology with the familiar aesthetic of the Contour" Series for stylish, high-performance illumination that lasts. It is ideal for replacing 100- 40OW metal halide in wall -mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. EXAMPLE: CSXW LED 30C 700 40K T3M MVOLT DDBXD CSXWLED CSXW LED I 30C 30 LEDs 700 700 MA 140K 4000K 1000 1000mA I 50K 5000K '1Aounting Detail 2-' 32' I 1%6' Kcut«ws Q 4Trr 3- 1-314' DIA, T2M Typell, MVOLT Shipped included Shipped installed medium 120' (blank) Surface mount PE Photoelectric cell, T3M Type111, 2081 button type16 medium T4M Type IV, 2411 Shipped separately DMG O-IOV dimming driver (no controls) medium 2771 BBW Surface- SF Single fuse (120,277, TFTM Type 3471 mounted back 347V)' forward box (for(onduit OF Double fuse (208, 240, throw, 4801 entry)' 48OV)' medium Shipped separately' VG Vandalguard WG Wire guard Accessories Ordered and stopped seperata y LSXWBBW DDBXDU Bade box accessory(sped(y finish) CSXWWGU Wire guard accessory CSXWVGU vandal guard accessory ®® L1rH0/1/A One L thon a Way • Conyers, Georgia 30012 Phone: 800.279.8041 • cR:ax L/GHr//1/G.. 0 2012-2017 Acuity Brands Lighting, Inc All rights reserved. DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white NOTES 1 Configured with 4000K(/4010 provides the shorlea lead times. Consult factory for S Mc V5010 bad times. 2 MVOLT driver operates on any brie voltage from 120. 277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options) or photocontrol (PE option). 3 Available with 700 mA options only (30C 700). 4 Also available as a separate accessory, see Anf—tion at Ieh zceuodes 5 Photocontrol(PE) requims M. 208, 240,277 or 347 mop. 6 14rat a oridewd yr, 6s,re; cannot be field 7 %*e fraeM r.p:n 120.277 or 347 voltage aptias. DodA.licue on re"m 208, 240 or 480 option. CSXW-LED Re¢ 10/05/17 WSQ LED I CaNutambebgr Z5 Architectural Wall Sconce Notes A rR1. ligfhtin9 facts Inverted available with Introduction WLU option only. The classic Architectural Wall Sconce is now available with the latest in LED technology. The Specifications result is a long -life, maintenance -free product with Luminaire Optional Back Box (BBW) typical energy savings of 75% compared to metal Height: 9-3/8' Height: 4" halide versions. The integral battery backup option (23.8 cm) (10.2 cm) t8" 5-1/2" provides emergency egress lighting, without the Width. 05.7cm) width: (14.0cm) use of a back -box or remote gear, so installations Depth: 91, Depth: 1-1/2" maintain their aesthetic integrity. (22.8 cm) (3.8 cm) Weight: 17 lb W For3/4" NPT D The WSQ LED is ideal for replacing existing 50— side -entry 175W metal halide wall -mounted products. The (��—�� o o conduit expected service life is 20+ years of nighttime use. H ® H I try J LD-1 a • EXAMPLE: WSQ LED 2 1 OA700/40K SR3 MVOLT DDBTXD WSQ LED WSQ LED T One engine 700 mA options: SR2 Typell MVOLT' Shipped included Shipped installed DDBXD Darkbronze (10LEDs) 1OA700/30K 3000K SR3 Typell) 120' (blank) Surface mount PE Photoelectric cell, button type'' DBLXD Black 2 Two engines 1OA700/40K 4000K SR4 Type IV 208' Shipped separately' SF Single fuse (120,277,347V)' DNAXD Naturalaluminum (20LEDs) IOA700/50K 5000K 240' BBW Surface -mounted DF Double fuse(208,240,48OV)' DWHXD White 2771 back box DMG 0-10V dimming driver (no controls) DSSXD Sandstone UT5 Uptilt 5 degrees ELCW Emergency battery backup, non CEC DDBTXD Textured dark bronze 347 compliant" DBLBXD Textured black 480 WLU Wet location door for up orientation DNATXD Textured natural PIR Motion/ambient light sensor' aluminum DS Dual switching i0 DWHGXD Texturedwhite Shipped separately DSSTXD Textured sandstone VG Vandal guard WG Wifeguard NOTES Emergency Battery Operation 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 110, W9 240 or 277 options only when ordering with photocell (PE), fusing (SF, DF), or dual switching IDS). The emergency battery backup (ELCW option) is integral to the luminaire - no external housing required! This design 2 May also be ordered separately as an accessory. Ex: WSBBW DDBXD U. provides reliable emergency operation while maintaining the aesthetic of the product. Must specify finish. All ELCW configurations include an independent secondary driver with an integral relay to immediately detect 3 Must be ordered with fixture; cannot be field installed. AC power loss. Dual light engines are wired in parallel so both engines operate in emergency mode and provide 4 Not available with MVOLT option. Button photocell (PE) wn be ordered additional component redundan . These design features meet various interpretationsf VFPA /^,N' c p ry g o , C ?JO' with a dedicated voltage option Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. The emergency battery will power the Luminaire for a minimum duration of 90 minutes (maximum duration of three 5 Not available with 480V option. Not available with motion/ambient light hours) f the time supply power's lost, per, r : 8 :. C ,, S . t , 1006 and N: PA 10" Llfe Sa`ery sensor (PIR) ' ; provided luminaires are mounted at an appropriate height and illuminate an open space with no. 6 Integral battery pack is rated for .20o to 60oC operatingg temperature. majorobstructions. ELCvv a.� ie 3-year period Not available with 31 or 480V. Not The examples below show illuminance of 1 fc average and 0.1 fc minimum of the single -engine Type IV product in available with WLU. emergency mode. 8' MH "qe�. 12 MH 7 Cannot be used in California. Not qualified under CEC T20 requiremenu. III 8 WLU not available with PIR or ELCW. 9 Specifies the Se o S c S -,P control (photocell included); WST LED 1 1OA700/40K SR4 r""�- aT - see .�t,' S G. de for details.Includes ambient light sensor. MVOLT ELCW - Not available with "PE" option (button type photocell), Dimming driver standard. Not available with WLU, VG or WG. 10' x I O' Gridlines �� m� 10 Provides 50/50 luminaire operation via two independent drivers and light 8' and 12' Mourning Height�--'" engines on two separate circuits. Not available with one engine, MVOLT, ELCW, WLU, SF, or DF. Must speciffyy voltage; voltage must be the same 7 for both drivers. Whe ordered ith pht. cell (PE) or motion sensor T (PIR), only the primary power source leads will be controlled. One L thonia Way Conyers, Georgia 30012 6 Phone: 800,279.8041 • . WSQ-LED IF An L1GHr/NG 0 2011 2017 Acuity Brands Lighting, Inc All rights reserved. Rev. 11/01/17 CUSHING ■ TERRELL ARCHITECTS ENGINEERS EMERALD CITY ENGINEERS, INC 6505 216th ST. SW, Suite 200 Mountlake Terrace, WA 98043 425-741-1200 tel / 1201 fax Lu — CL LL p r M 0 W LL U. © 2017 1 ALL RIGHTS RESERVED DESIGN REVIEW Z O 2-12-2018 L DRAWN BY I KC I-^^� REVISIONS r U Z O U LIGHTING CUTSHEETS O LL O Z E101