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<br /> LEGAL DESCRIPTION SHEET INDEX a, %"
<br /> FOUND 1/2" REBAR AND PARCEL A: Sheet
<br /> LOT 1 AS DELINEATED ON CITY OF EVERETT SHORT PLAT NO. 15 98 Number Sheet Title F„° ,. •I I �vm\_ shoesmith
<br /> CAP CML 9597 0.1 N.x0.7 E. ,� �,,,
<br /> N 328277.98 I RECORDED UNDER AUDITOR'S FILE NO. 9810025001, RECORDS OF C0.00 COVER SHEET
<br /> E 1304390.21 I SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF
<br /> LEV 447.51 FOUND 1/2" REBAR GOVERNMENT LOT 1 OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 5 C1.01 AREA A DEMOLITION AND TESC PLAN
<br /> # AND CAP "CML 9597' EAST OF THE WILLAMETTE MERIDIAN AND LOTS 1, 2 AND 3, WEST C1.02 AREA B DEMOLITION AND TESC PLAN
<br /> A 0.1'S.x0.1'E. VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 19
<br /> C 0 X
<br /> o
<br /> / N 328226.60 I OF PLATS, PAGE 103, RECORDS OF SNOHOMISH COUNTY, C1.10 DEMOLITION AND TESC NOTES AND DETAILS 576 sus ' sas arch I ` L' e V L s _
<br /> / # \ '>' : :":•.;_<• C2.01 AREA A GRADING PLAN s
<br /> :: :;_t 1.46 I EXCEPT THAT PORTION THEREOF CONVEYED BY QUIT CLAIM DEED =° Snohomish
<br /> 4(7 * * ,4(-4.:5-
<br /> # RECORDED UNDER AUDITOR'S FILE NO. 200104250480, DESCRIBED AS C2.02 AREA B GRADING PLAN 1928 43rd Ave E., Ste A
<br /> FOLLOWS: Mukiiteo
<br /> sz� Seattle , WA 98112
<br /> :"'.ND 1/2" REBAR AND C3.01 AREA A STORM DRAINAGE AND UTILITY PLAN ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1, SAID .•--
<br /> ' } CP �'CML9597"AT CORNER • ` E r-` shoesmithcox . com
<br /> • CORNER ALSO BEING THE NORTHEAST CORNER OF THE WEST HALF C3.02 AREA B STORM DRAINAGE AND UTILITY PLAN
<br /> / N 328219.10 h. ' �astmcn�
<br /> E 1304517.7 } O OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF C3.10 STORM DRAINAGE AND UTILITY DETAILS
<br /> THE NORTHWEST QUARTER OF SAID SECTION 29;
<br /> / O ELEV 451.39 •• • ` THENCE SOUTH 00 04'07"WEST, ALONG THE EAST LINE OF SAID C3.11 STORM DRAINAGE AND UTILITY DETAILS ' t ;.
<br /> AND t • \ WEST HALF AND SAID LOT 1, A DISTANCE OF 426.59 FEET TO THE
<br /> F`�n1 o°nt
<br /> FOUND 1/2" REBAR . \� �� C3.12 STORM DRAINAGE AND UTILITY DETAILS 9 ,,, e: I-rs
<br /> GAP "CML 9597" 0.1'S. / .-
<br /> SOUTH LINE OF LOT 5, PLAT OF CAMPBELL'S BERRY GARDENS,
<br /> 28188.01 • • ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF C3.13 STORM DRAINAGE AND UTILITY DETAILS Lake 5U kr1eyj SITE
<br /> O ' WO* PLATS, PAGE 67, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; C3.14 WATER DETAILS 5z7 J
<br /> 13046009 THENCE SOUTH 89 3409"WEST ALONG THE SOUTH LINE OF SAID LOTELEV45 . 2 Q .a �d:i� IAI,ra :.h1 rr::ce:c O N 5 A DISTANCE OF 1.78 FEET TO THE SOUTHWEST CORNER OF SAID C4.01 AREA A HORIZONTAL CONTROL ❑ PAVING PLAN Mill Cr�ek' PARCEL 280529002051000 6) t -.. LOT 5; _ ` 4
<br /> * # THENCE NORTH 00 16'33" EAST, ALONG THE WEST LINE OF SAID PLAT,
<br /> C4.02 AREA B HORIZONTAL CONTROL .-1 PAVING PLAN
<br /> A DISTANCE OF 426.61 FEET TO THE NORTH LINE OF SAID WEST 1/2 C4.10 PAVING DETAILS Mill Creek Ev
<br /> 0 b I AND SAID LOT 1; -= t (�sl : F
<br /> / } ,,� THENCE SOUTH 89 34'14" EAST, ALONG SAID NORTH LINE, A
<br /> FOUND 1/2 REBAR, a.s A
<br /> / DISTANCE OF 0.24 FEET TO THE POINT OF BEGINNING. REFERENCES ^
<br /> "' TIES ONLY, 0.1'S I SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. 4 L nnwood .., '
<br /> /0 # 7 0.1'W OF CORNER (6/18) t " PARCEL B: i� "
<br /> e VI
<br /> FOUND PUNCH IN 1 O # N 328105.96 LOT 2 AS DELINEATED ON CITY OF EVERETT SHORT PLAT NO. 15-98 R1 PLAT OF WEST VIEW V.19/ PG.103 ' ,'
<br /> BRASS DISK IN 4" ..... E 1304786.90 R2 BETHANY OF THE NORTHWEST SHORT PLAT RECORDING - Bothell weft .,
<br /> y }'°'''' RECORDED UNDER AUDITOR'S FILE NO. 9810025001, RECORDS OF
<br /> CONCRETE MON M ' '' `.•N /,
<br /> ELEV 453.78 NUMBER 9810025001. N
<br /> Y• z' tF SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF
<br /> DOWN 0.4' IN C' :E. FOUND 1/2" REBAR 0.1'W : •:' S rP ' : { •.cf,r`::a GOVERNMENT LOT 1 OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 5 R3 RECORD OF SURVEY BY CLARK M. LEEMAN RECORDING 1 C I N IT MAPbethany
<br /> TBM 'A' N 328030.67 •'• '`~ '':Y 'f NUMBER 8906235006.
<br /> ,, Fa. • EAST OF THE WILLAMETTE MERIDIAN. ` I
<br /> 4. EL 451.78 / E 1304245.95 _;,aCc:d,: E 13043• - $ NOT TO SCALE I
<br /> ELEV 456.18'` PARCEL 28052900205000 I SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br /> � skilled nursing
<br /> N 27977.37 / ELEV 453.10 •:0 -'
<br /> ' ' AS 135 75" R ❑ EXISTING LEGEND OWNERCAPPLICANT
<br /> \ ♦ • 1304113as .� I additions
<br /> \ �. FOUND 1/2" REBAR AND .'H'•�'":�• � � � C ASPI 35975 .4 W
<br /> `�`yN`. ❑0.7 ,OF CORNER. ( /�8) AREA A
<br /> \ CAP "CMI 9597" 0.2'S.x0.2'E. •��:,0.,i';' � Z POWER JUNCTION BOX BETHANY OF THE NORTHWEST
<br /> ' N 3279 7.65
<br /> N 327965.48 """"
<br /> \ \,.r ���'� ♦ MILL CREEK WA 982 8
<br /> •�f� E 1304191.54 "•`r`�"'• • lc-
<br /> E 13047 6.60 ... HVAC
<br /> -'�. •o :':::�:�' ' ♦ ♦ ,,.. PO BOX 13700
<br /> \. ELEV 454.17 �.i=' �p1 ELEV 4 6.56 ® POWER METER
<br /> • �p ` - "- - - ' - - cx-******* PPOWER VAULT - 2235 Lake He g is Drive
<br /> °w . r • PHONE (425) 385 2335 I Il> ;• / - - # 'y - CONTACT: MATTHEW TODD
<br /> ui
<br /> • •� ��� `::x /RADIAL
<br /> 1
<br /> •\L • .�`::,�.x;�:, �♦ - :w�:i..,.. 5: .•,�,.�. , �..>iv r"'Ct:s' ..,.,....•,..... _ - YARD LIGHT p -" EMAIL. matthewt . bethanynw. rg
<br /> Everett, 98208
<br /> • .;�.n,"�r.,.,_•' � � y';z ..t: ,rK .. [:°: s •:4r�:v':'•r �.L`•j�., s. - a
<br /> / �C----�� -
<br /> .............................. ..
<br /> ........... � ....... , ,,�•i•r, . GUY ANCHOR
<br /> K ♦ "" �=�: UTILITY POLE W/ LIGHT. - / - �;x> CI IL ENGINEER
<br /> \':, t /���'� �� NORTH i ia ''^:`. UTILITY POLE W/ TRANSFORMER
<br /> a AHBL INC.
<br /> ' C� UTILITY POLE W/UNDERGROUND CONDUIT
<br /> ' ; O 2215 NORTH 30TH STREET, SUITE 300
<br /> AI ESETO 19TH �.4 S
<br /> .�: �� \V B 1 LD I N G o S SANITARY SEWER CLEANOUT
<br /> r�; TACOMA, WA 98403
<br /> • // �'° o {.. :• ;`: # SANITARY SEWER MANHOLE PHONE: (253) 383-2422
<br /> FOUND 3/4" REBA' • I / 7 ADDITION ^ LUCAS JOHNSON, PE, LEED AP
<br /> LEANING EAST 0.6'S.x0.5'W. • ' -' . .: : n .,. CATCH BASIN EMAIL. I�hnsonl ahbl.com
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<br /> . - 0 SD STORM DRAIN CLEANOUT
<br /> N 327892.50 •x�--' • r I • I ;„; ❑ STORM DRAIN MANHOLE KEYMAP
<br /> E 1304311.21 ,;°r NS8 S \ ♦ / , // U I
<br /> S >4., _S I /�� /� „ ` " + < CULVERT S- _E R
<br /> ELEV 458.60 "` S ,\ ".` /B ~ '
<br /> ., 625 V /,� # •
<br /> .. . -, . ., ` I A FIRE DEPARTMENT CONNECTOR AXIS
<br /> SAS 89� � • •,, .: y�• �- . . • � 0.; FIRE HYDRANT
<br /> 15241 NE 90TH STREET Bethany
<br /> OP ( • / • - ♦}fi # REDMOND, WA 98052
<br /> 2 �� _„ k,. ® WATER METER PHONE: 425-823-5700
<br /> 6 S8 . . / . �� . ♦ ,/ _. _ _ - - IXI WATER VALVE
<br /> 8'(Mg0 `\ �/ O ?°r?f FAX 425-823-6700 of the Northwest
<br /> TOPOGRAPHIC , F,y•�\` Q -P 0 , � I GAS VALVE CONTACT. TRAVIS BRADLEY, PLS
<br /> G C NOTE
<br /> ' • A ' ( II o :. 4;; EMAIL travis axismap.com NO. DATE DOH CRS REVISION
<br /> ' 1 01-28-2019 RESPONSE 1
<br /> THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON GAL, . / s'
<br /> :., ARCHITECT THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED .�11;44 , ,.•` '/ CITY OF EVERETT
<br /> UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS O n 'v " r- ->>-, •--, - - 71 EXISTING RETAINING WALL SHOESMITH COX ARCHITECTS, PLLC 3 03.29-2019 RESPONSE 01 (BLDG)
<br /> INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT � ° % 1'1.
<br /> " CMU RETAINING WALL 1928 43RD AVENUE E, SUITE AENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE , "" • CITY OF EVERETT
<br /> OF� � SET BENCHMARK SEATTLE, WA 98112 4 04.29-2019 RESPONSE 01 (pw)
<br /> ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR \ • ff# -- __I ;p PHONE: 206 453 4053
<br /> sss� '..':t O FOUND IRON PIPE CITY OF EVERETT
<br /> OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO \\��4, � , CONTACT: JOHN SHOESMITH, AIA, LEED AP 5 05.31-2019 RESPONSE U2(PVC' • ® FOUND MONUMENT IN CASE
<br /> THESE DRAWINGS AS A RESULT. o o 4 ."• ,• .: .„ ...1 . :., EMAIL: ®hn❑ shoesmithcox.com
<br /> �� - 44 C9I. T� ,; ,�• .: p 0 FOUND REBAR
<br /> s.'. STR CT1 RAL ENGINEER
<br /> � •� � ''�� - O aNHD REBAR AND CAP AS NOTED 1
<br /> TRENCH NOTE ,es..
<br /> \ `i ` I 1 EXISTING r �`.:; '•,.' •. "
<br /> 12 B
<br /> FOUND PUNCH IN 1 # S , , . o .,.'• :. LUND OPSAHL
<br /> IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION BRASS DISK STAM' . '... );:. I '4•UND 1 •" BA BALDING "T1 12"COT COTTONWOOD 1201 FIRST AVENUE SOUTH, SUITE 310
<br /> ■ AP "CM S9�7" :.
<br /> FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE "9597 IN 4"x4" CONCRETE _ • ;; 12"DW DOGWOOD SEATTLE, WA 98134
<br /> MONUMENT DOWN 0.4' D +N 0.4' (7/1: ! FFE 457.1 x; " PHONE: 206-402-5156
<br /> OPEN PIT REQUIREMENTS OF WSDOT SECTION 2 09.3(3)B, IT !�, .OM # _ _ . 12 M MAPLE
<br /> IN CASE. (11/2017) 7.65 ° ^ r`' ;� . ,, , . CONTACT: BLAKE BERGH
<br /> SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE " ': '
<br /> SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL TBM 'C' EL 454.36 E 13047e• 81 O x: �1 []TL.1 EMAIL: bbergh IundopsahLcom
<br /> ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS N 327653.93 LEV 454.8 , . . ' i s -- 1 7 17 12"C CEDAR PROJECT MANAGER
<br /> II a -
<br /> SHALL MEET THE REQUIREMENTS OF THE WASHINGTON E 13046�9.95 FOUND 1/2" REBAR- PARCEL 28052900204900 _ ' *2"F FIR MECHANICAL AND LW]
<br /> CAP CML LS 9597 ,;3� # -•" ' . . •. . ' . - .• 2"H HEMLOCK PROJECT ENGINEER
<br /> INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 4i ' . - ELECTRICAL ENGINEER TEM
<br /> DOWN 0.1 , 0.1'S OF .. - 12"P PINE
<br /> DAT M u:: ASIS OF BEARINGS CORNER (7/18) �Q �r E
<br /> TILIT! NOTE „ N 327633.28 •' . INTERFACE ENGINEERING PROJECT AM MEMBERS
<br /> ' T TEAM
<br /> HELD A BEARING OF NORTH 58 53'S5 WEST ALONG THE E 1304684.176 " .• •• • ' .•.•'• °t ,g.- 100 SW MAIN STREET, SUITE 1600 R[S
<br /> THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE MONUMENTED CENTERLINE OF LAKE HEIGHTS DRIVE. ELEV 453.36 FOUND IRON PIPE .�' " 4 . . PORTLAND, OR 97204
<br /> PHONE: 503-382-2266 CHECK
<br /> _ - .
<br /> APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY 3/4" O.D., UP 0.1' 0.3' ; CONTACT: RICK SILENZI DCN
<br /> VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE HORIZONTAL DATUM: '
<br /> NAD '83/'91 WASHINGTON STATE PLANE NORTH ZONE S OF CORNER (7/18) .' - ji 0 ♦n :' ." EMAIL: ric i❑ interfaceeng.com
<br /> CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF N 327560.25
<br /> ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND E 1304804.918 I Z E t.' / SEAL
<br /> AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL ORIGINATING BENCHMARK: ' { Z ''. J LANDSCAPE ARCHITECT
<br /> SNOHOMISH COUNTY CONTROL POINT GP31005-89 AS PUBLISHED IN ELEV 452.30 ` s+ ,r r.
<br /> DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE ��� •�`'' _, � � _ AHBL INC.
<br /> TO LOCATE EXACTLY AND PRESERVE ANY AND ALL WGS SURVEY DATA WAREHOUSE. y' di II Z k 1 :'_? . "` `' ,u .!-:`:, ,.;:w 1200 6TH AVENUE#1620 ,��ISTOp�
<br /> UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR 0 ` r ` ypF AASgI
<br /> THE LOCATION OF UNDERGROUND UTILITIES. AREA B I- a 4,
<br /> VERTICAL DATUM: NAVD '88 •C 4 4
<br /> SEATTLE, WA 98101 C,
<br /> ELEVATION: 497.86' 6: DITCH LINE PHONE: 206 267 2425 ks, �� oy y
<br /> i ' , k 0 CO - i ` I SS SANITARY SEWER LINE CONTACT: KRISTIN GLANDON „ �. Pr to
<br /> ,. ❑ .F " EMAIL: glandon_ ahbl.com �� , o
<br /> FILL SPECIFICATION I = Q "`` SD STORM DRAIN LINE - /TEMPORARY BENCHMARKS:
<br /> - . '�;';' • Y �' * - OP OVERHEAD POWER LINE .e 1(
<br /> FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, TBM 'A' .`' .,' .!: Q P POWER LINE GEOTECHNICAL ENGINEER °A��R�'e s ,,
<br /> OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOP OF MONUMENT IN CASE AT THE CENTERLINE OF LAKE HEIGHTS ;t .' :::a?: T TELECOMMUNICATIONS LINE EARTH SOLUTIONS NW SIGNAL
<br /> TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, DRIVE, 217.5' NORTHWEST OF SITE. _ +-.; % ` 0
<br /> ., # IO 1805 136TH PLACE NE, SUITE 201
<br /> OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, C CABLE LINE 5/31/2019
<br /> W WATER LINE BELLEVUE, WA 98005
<br /> ORDER, OR STANDARD. ELEVATION: 451.78' NE 425 449 4704
<br /> PHONE:
<br /> Y
<br /> -. :01 "' G GAS LINE CONTACT: SAMUEL SURUDA, GIT TITLE
<br /> '41:1-
<br /> ' TBM 'B' • • :. ,, CHAIN LINK FENCE LINE (CLFNr'' EMAIL: sam.surada earthsolutionsnw.comCO A TOCAD FILE REBAR WITH RED CONTROL CAP 13.5' NORTHEAST OF SDMH 2216. � _ .• :':,�• ' y''"'. r /7 - a WOOD FENCE LINE (BFNC) ER SHEET
<br /> AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH O • ' + WIRE FENCE LINE 4WFNC'
<br /> ELEVATION: 455.88
<br /> SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE 'p�' • • Civil Engineers
<br /> PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL i•• -•:'f';."�••'!..' *'
<br /> : ... . • • ..• ,-�...�•:::::`:::.....:....... Structural Engineers
<br /> TBM C ................:::::::::•:•::••
<br /> NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT '* odz••"?� "='..'•^��""'."y'V•�` ///1 i Landscape Architects
<br /> TOP OF MONUMENT IN CASE AT THE CENTERLINE OF LAKE HEIGHTS -�- `'J + w� oe
<br /> DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR 1 � f
<br /> DRIVE AT THE END OF CULDESAC. I I * . - Gf Community Planners ;
<br /> PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS FOUND 1/2" REBAR I ; I l I ; 1 '"' Natural Resource Ecologists `
<br /> AND COST FOR ELECTRONIC AUTOCAD FILES. * O € 1, _ .; PROJECT No.
<br /> 1 CAP TRIAD 18094" ' 0 Land Surveyors
<br /> PHONE: (253) 383-2422 ELEVATION: 454.36 �, � �/,
<br /> DOWN 0.5', 0.1'E C � -. -. . Neighbors 18.03-01
<br /> FAX: (253) 383-2572 AS-B ILT NOTES 2.2'N OF CORNER (7/18) frr»l , r, FOUND 1/2" REBAR '7 DATE
<br /> CONTACT: LUCAS JOHNSON t ' " CAP"CML 9597", DOWN N 327303.71 FOUND 1 2 REBAR � C P
<br /> 1. CONTRACTOR SHALL MAINTAIN AND PROVIDE A MARKED UP SET "ASPI 35 5", DOWN 0.3 N A 1-1 D L 12/21/2018
<br /> �� E 1304807.938 0.1', 0.2 Er 0.1 N OF
<br /> OF DRAWINGS AND SPECIFICATIONS INDICATING PROJECT NETWORK PATH
<br /> O ELEV 453.34 SET IN FENCE CONCRETE CORNER. (7/18)
<br /> OF ELEVATIONS AND AS-CONSTRUCTED OEXIISTINNG SITTIONS E UTILITIES ENCOUNTERED.R ALL CIVIL WORK PARCEL N MBERS FOOTIN ON LINE (7/18 N 327304.63 GRAPHIC SCALE
<br /> ON 327302 56 E 1305115.39 TACOMA SEATTLE
<br /> ® 28052900205100, 28052900205000, 28052900204900 E 130491 .40 0 25 50 100
<br /> Q 9 p 2. SUBMIT RECORD DRAWINGS TO ENGINEER FOR SUBMITTAL TO ELEV 45 .25MIN 40 SPOKANE TRI - CITIES SHEET NUMBER
<br /> THE CITY OF EVERETT WHEN THE PROJECT IS COMPLETED. ��S 2215 North 30th Street, Suite 300 Tacoma WA 98403
<br /> Know what's below. 3. CHANGES OR REVISIONS TO THE ORIGINALLY APPROVED PERMIT CO • 00
<br /> SITE ADDRESS 1" . 50 FEET 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> DRAWINGS SHALL BE SUBMITTED TO THE CITY PRIOR TO 2235 LAKE HEIGHTS DRIVE NOT FOR CONSTRUCTION
<br /> Call before you dig. CONSTRUCTION FOR REVIEW AND APPROVAL. EVERETT, WA 98208 PERMIT SET
<br /> COPYRIGHT© 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-COVR.dwg
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