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;< �, ^` / ,.�,.-/ / i 1 <br /> / i � ❑ / 3 =-2 �' <br /> -- ,�, � � � � _ -� LEGEND � <br /> �,_,_ _ , .� � __ � � _ _ . � � � ;� <br /> _ � ,; „ h mith <br /> � � �� � �"��� / � � � � �� � �� RIGHT OF WAY/ PROPERTY LINE S O <br /> 4 � � � � � <br /> � �- - � �� � � � � � � - - <br /> a , �, <br /> _ , � � � _ ,_ . <br /> _ � , _ , , _ <br /> __ , �� <br /> R_ <br /> _ _ <br /> � f ��-,� ' ' { � ''� ;' �`�F'� 4 � CENTERLINE <br /> •- �' -_ � --- � � � ! � ; _. 1 6" PV� �E_ +`�3.39 , <br /> n' / `� ,� SSMH 493' -O <br /> , i 6" ��I�' �F 453.33 ': . <br /> ,.' �--------- <br /> - f �'' -., RIM 455.39 � 1 `� ° � ; ; - - - - - - - - - - - EASEMENT <br /> �� � V i ( _ � � � Iv C .'t 451.7? � <br /> ,, y�y�-� � 6" PVC IE 447.13 NE & S - - -- - <br /> � � jd<� ,` � 8" PVC IE 447.03 W � .� ` ` � , f ;�.,•� <br /> � �� . �� s ' i ' : G' :C iE 451.7� ' c.� <br /> � } � j�� ' BUILDING OUTLINE <br /> ��(�b("�3�"�' � CTR. CHNL. IE 447.08 ��'J � _. _._. ---- -� � � '� Y `{' t'�1 ____ =K�M 4�2 r'-; 4 a r c h � t e c t s <br /> � _ S-- 1 f "-- - � r- -- -- � , �� , CB 20018 8„ PVC (E 444.58 v� $ SANITARY SIDE SEWER � <br /> � �� . � `�� d. � � �/ ���� � I � ����I � RM 453.68 8„ PVC IE 444.46 N� C3.10 � 1928 43rd Ave E., Ste A <br /> ����� � 6" PVC IE 450.95 NE • SANITARY SEWER CLEANOUT <br /> �� � ' � / 1 � ° � ". � �� �� �� � �'� C3.13 Seattle , WA 98112 <br /> l ��-`' � CB 476� / � � , � ; A�JS IE 449.90 i� SSMH 2O038 <br /> • � � � ( 2 <br /> _ <br /> -� . .� � � � `� , � �� � i j i�" N�S �_. �1�+,..��� E RIM 453.96 t'� -------- --- 123 --------------- PROPOSED MINOR CONTOUR 0 6 ) 4 5 3 • 4 0 5 3 <br /> ' �� Q RS� <br /> ��;- � � , �/ RIM 453.56 v° �,��-r�r�� ������� c~--,� ' �'/` r ,., ,- �- . s h o e s m i t h c o x . c o m � <br /> � \ �'.,, � 6" PVC iE 451.88 E ; 4 �� <br /> � \\ � =7�� �. , ,'" � ``��' � ' 123 P OSED MA R N <br /> � .� .�Et�E� �,,V �e� ,, , ; � ,-� � ��`; � 4�.� � ��� <br /> � 8" CONC IE 451.56 SW a ~'?��� !€ '' ` _ '�, �" I E: 4 4 5.8 1 6" W � ROP JO CO TO <br /> ; . ` ,' _ �_ � _ � � f.�.""i <br /> _ �• UR <br /> C8 4759 r,, �� , <br /> IM 453.50 �' � 12" CONC IE 451.43 S�. 30 LF 6 PVC � ____ �___��___� �.____.__. _ e..___.____�-- • <br /> ,.�'""r"�.e� �.__� -__. . ._e_.__�.___ '� �'� FIRE HYDRANTASSEMBLY � <br /> � SDR-35 @ 2.00% ! � � � �� s � ' '�� ; ' � C3.14 <br /> �51.67 NE tP` � `` � i 2'" C�NC IE 451.4� Pv`��1 { I ��� <br /> � ! <br /> s� � � G. f � � � , �� ,--____ ��,. � ;__- ,� --s---S sC>;_ � THRUST BLOCKING 2 <br /> \ ` I SSCO#4 ' �'---' t_. � .__ ` ` __y� _..___.___---_.._ �,, ._�_______- r-� � <br /> -�. C3.14 �. <br /> t } ' �� <br /> � ` - __ - �����' N 327613.34 f' � .-- ' , ' �� , ` 3 . 1 1 9TH P L S E ; �. � "� -� FITTINGS AS NOTED <br /> \��� S4 �� / � � E 1305083.37 �-----� ; S � r� 3 .__ -- ' -- 4 <br /> �\ � � At��?�, 'y��_ _ \ G✓ RIM 456.5± : i '_ , � �1----�5- __�,�_ �5- -- �-�-,� , �� WATER PIPING , <br /> � �__ --y ' ���__ ; W <br /> �, � , � ��; � � <br /> � �� ��� �� �� ����,�������,�� st� IE 446.93 �' y � ; ; ' C3.10 <br /> � � i � .,,,� ��„�, �7 � EXISTING BUILDING ' � ;�� ; ��� r �� � �� � `� Q CATCH BASIN TYPE 2 C3 10 , <br /> � � , , , �w;���1C3 .,U�1_ '�•� ti , ; . 1 3 <br /> / �� °� ��� , � _ �- ` '�'� FFE 457.1± ,. � ' j � � '-'� � - � � _ - � _% ■ CATCH BASIN PER PLAN <br /> � � �� - - <br /> � � �- � �, ,� <br /> ,�� �.�� � t_ ' � '� ,� ---- _ � <br /> . j �/ i� � �, �t'�� �+�u,t« � � ", . L..__ �� ___ _ __ �__�_ _�._;._.��,�_._____._ �_____ __�.__.___,�.,__ __._. _.�� � • STORM DRAINAGE CLEANOUT . . <br /> � �� � vv _. �. �+ V'' � 70 LF 6" PVC !� , ;, ._ __ ___ - - --��--i- , 3 <br /> s .� � ! SDR-35 @ 2.00% � � ' 'i 26 LF 6" PVC � � ;' � �� `� � O ROOF DRAIN DOWNSPOUT C3.11 <br /> � � � � ���� � <br /> � �� . � r � <br /> �� � � � � �3 ' �' , 5DR-35 @ 2.00% <br /> -; � ( ,�C <br /> � � � / �� "� �� '� � � <br /> � �� � � ����� �� �' , e D STORM DRAINAGE PIPING 4 <br /> �, �-- � N <br /> . 1 - �i�i �5�.56 � � J � ,�',., �. ; SSCO#3 C3 10 1 <br /> � ( � � � -\ I � <br /> E: q � <br /> -i5 . --� �^ ;,' � �,, N 327613.34 ----------- FOOTING DRAIN <br /> . <br /> . <br /> „ �_ .� �s � _='" �� „ V E 4 8 � � .�_� ,. , . C 3.11 <br /> - ,_ - <br /> =�", � � �.� `� • �: � E 1305114.23 <br /> � � � , , - � � � . � , _ � . , � i f , , ' RIM 455 6-� � <br /> � � ` -, � ; e�:�PPED Wj � �,:^'_E_ j f �' +� -RD-�2D ROOF DRAIN LINE <br /> � -. �� I � <br /> * \ . `� t --_ ._...`_.� �:iT �"OP OF PI€-._ ° � � ; .c'•�-�4 � IE 446.33 <br /> �, 1 4 � <br /> , h ,_ � <br /> , , , � � � � � �� �/��. r �� � �" � <br /> , � <br /> � ����� � . �'� � SDCB �'11 4 � �1 �� '� . . � � <br /> � -„� � � �,°-, 4 � � ( , i �,� ����� <br /> �' � ,� _ � , ___�.�I�OL STRUCTURE C3.11 '� O 4 � � � .;`" i I 1 `i`. , ' � ; $k� � �ed n u C$� n g <br /> � KEYNOTES <br /> _. �, i � � <br /> X�; ! 6 0" T Y P E 2 '� ,.fi t <br /> � � � � � ;� � _�_ ���--�� � - - � � � � �� �p� ,� ; a d d � t i o n s <br /> �. ��. <br /> , <br /> �.�� � SOLID LID <br /> �� � � � r - - - � , . - ELIZE <br /> � ` ' - � _ (OVERBUILD ON EX 12") . IFY <br /> , ; � , , CONNECT NEW SANITARY SIDE SEWER TO EXISTING MANHOLE RE CHANN <br /> ` _.'� ; '��~ ` �, � .- � ! j�-� ` ' ' I EXISTING MANHOLE AS NECESSARY CONTRACTOR SHALL FIELD VER <br /> i ' \ \ �``� � ` � + . <br /> ` f i.; � IE 44�.51 3 � �f� ' � '' ,�;< 1 LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TO <br /> � i 4 ` _. _ . � ��,. E�.S?_4�4Z.2$.___�._-:�_W�, � , � ,, I ,' .- _ Y.. .__� �.._ �..� � !� , ; � I O . . <br /> � N 327538.08 <br /> f � _ �,., 3 � , , . ,_ , ` , , CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFUCT WITH 2235 Lake Heights Drive <br /> , � TM ' s RIM: 455.88 �l ,�,,.,� � � � � � <br /> , _ , } !! ��� , � ;'9 LF 6 PV� � ' ; � ° PROPOSED DESIGN. , <br /> � . '� ( �E �, i •F' I <br /> � <br /> �% � � � ss � f� `., 7 ; # IE: 451.76 12" (S)EX �' �� I t, �, I ; SQ,R-35 @ 2.00% '�' ; � � � 4 `'� ' ' CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR Everett� WA 9�2�� <br /> � , `,� ' � � � ' � � ` �=�-' `� ��� ,-- ._, !� � � ; J ( SSCO#5 � � ; I a t � SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF <br /> � a �+ EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING <br /> -- ---- � <br /> � I 3 SDCB #18 , I ' N 32754324� Io � I ; CONDITIONS CONFLICT WITH PROPOSED DESIGN. <br /> RIM 454.5ts � ��,� y� �. � t <br /> 6" CONC IE 452.0� E � � � � , � �tt���C��� �" � -� TYPE 30 , E 13050g3.37: � � � , � _ _ _ _ - - - - - - - - <br /> 12" CONC IE 451.69 ��'�� ,� �� � `'�; � ���� ��+s�����s�`� �� �i j � 5 ; � RIM 456.5±; ; � 3 SANITARY SEWER POINT OF CONNECTION. REFER TO PLUMBING DRAWINGS <br /> � k �"`' � ; � <br /> �2�� rONC I� 451 5� `� ��_„ , ; � �'u���%���s?s;= \ �C ' r; HERRINGBONE GRATE i � : O <br /> ' ' IE 448.33' ' FOR EXACT LOCATION AND INVERT ELEVATION. <br /> ' � -ICG� � � .�- N 327518.64 � ��_. � � � , � � �� ��' <br /> ��; �-�"' ; � ,� �'�:579 T-� � E 1305025.89 � �r I ; � �- CONNECT DOWNSPOUT TO STORM DRAINAGE NETWORK. REFER TO <br /> ' I " '� 3� �' , RIM: 454.96 �' % i 4 � ; '� -' , 4 ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF 2 <br /> , ' , : <br /> FIELD VERIFY EXISTING D �NA�' �YST�M TO � �� r��{,� ,t �a.s.5a ESE � IE: 453.13 12" (S) r ' � � �`'� ` DOWNSPOUTS. C3.11 <br /> DETERMINE IF NETWORK :Ibd USE: OTHO�E rt �C �E �-47.01 Nw � „ � I ' � � , '. I �` � �,- �"` , . <br /> f n , F IE: 453.63 6 (NE) ; 4 O CONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 6"f?S SOUD PVC KEYMAP <br /> AS NECESSARY. IF SYSTEI� � DE�i�IV�V�D TO : 2 ,E 446.9i �J � � �` � ! I � � <br /> BE IN USE, PROTE ���N P�.AC�. ��OTIFY �� � •` „ „ a `,\ � � , ` � ( �� � � � ' S SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%. <br /> 1 <br /> ENGINEER IF A CONF� � � � 28 LF 12 @ 0.50/o _ , ____ _ �� �; Q ; I � <br /> � I� R�TER ED. i 4 � �. <br /> � "; , ' 169 STORMTECH �` ;� I : Q I' � ; ;, SDCB#17 OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE <br /> � °� ' I i�� � i i � ,; TYPE 30 AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR � <br /> nr i i SC-310 CHAMBERS 12 I =' Q � : ,,�,r�� , HERRINGBONE GRATE OO TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT � �� � a n <br /> :���,,� � I ( I � CONNECT TO EXIST ' ` . <br /> , � �� ` <br /> ` � ' � j� � ; , � N 327482.92 <br /> -� ' `�.�_ u.�._�.__. _�.:.:': �p IE: 452.99 12" {S) � ' WITH PROPOSED DESIGN f th N 1"t�'1 <br /> ; � i , 4 Z .- � .�- °� E 1305084.26 O @ O W@ S t <br /> .�.- � ; <br /> ` o (' � <br /> J,! ' `_'�i, � � ; � � � <br /> - � �, � �I ; IE: 452.99 12" (N) { � �' � � i � � , <br /> � / F � il �, i 1� � -.� �, , �,,, ,� ; � I�\� , RIM: 456.09 CONNECT PIPE TO EXISTING STRUCTURE. CORE DRILL WALL TO PIPE DIAMETER <br /> � � ' � �a,��- --,� � �� � � IE. 453.948 _ <br /> � f� <br /> . �� . � � � ��' � � � ' � W � ;f � ; i ° (S) MIN. FI�L ANNULAR SPA E WITH N N HRI K R UT. N0. DATE <br /> � � � , <br /> � ' � C O 5 N G O <br /> ��/� /�/r�.. 3 � � / �? i � ti � ' : 2 <br /> �� + �� <br /> , § � <br /> N <br /> � � � �# � � � G \ ' �: l.'' � .�.-. ' I � i ` I b�� ; � "r 1 01-28-2019 RE�SPONSE#1 <br /> \ I i ` "� 4 �) I � . ; i � O8 CONNECT NEW FOOTING DRAIN TO EXISTING. - ----- ------ - <br /> i ; f � �p p_ ; i 86 LF 8" CPEP @ 1.00% , ��' � CITY OF EVERETT <br /> :�' --��� � ' � �-�, � , ` SDCB#12 �� � � 03.29-ZQ1 Q RESPONSE#1 (BLDG) <br /> � : � � RECONNECT ALL LINES DISCHARGING TO DEMOLISHED CATCH BASIN #7171, <br /> , ` ."'�' <br /> ,� 3 __ <br /> � �. � � ; �'°;�-pq iCv m � � ; ' � POC TO EX 8"WATER 9 --- ---..-- <br /> - <br /> ; I � �� : 48 TYPE 2 j� : � � • <br /> , � � , ; , SEE SHEET C1.01. Ci�r OF EVERErr <br /> � � < �- ' � � �f � ' � , �� � � 1-8" COUPLWG <br /> � �u��k�� ��� = HERRINGBONE G TE � �� �� � � � 4 04.29-2019 RESPorvsE#i �Pw� <br /> �I ��,� ������ ' � I ��� � � ' � � � � 4 � '��� � �"�,� f I 1-8" SPOOL PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, - � � ---� <br /> .: �.. � N 327444.59 � , , � i� � � � ,, .., , �, <br /> �� � �,;..�_ `� � �'��� � � �, °:; � E 1304880.67 � � / o V � � " ' ' � . ' 1,-$" GA LVE (MJ MJ) <br /> ( ' ' � � TE VA X GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL CITY OF EVERETT <br /> 10 <br /> � ? ! 50 DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 5.31-2019 RESPONSE#2(PW) <br /> � �� � � ' � � ; RIM: 454.85 �� o -) � � , r � N 327415. <br /> 5 0 <br /> � <br /> � � I` '' � IE:451.76 12" (N) � � � � � E 1305091.45 PROVIDE POSITIVE DRAINAGE TO BIORETENTION FACILITY OVERFLOW <br /> j;�� ��� IE: 451.76 12" SE ' � ' � ' ; � � , � �� �� ELEVATION AS SHOWN. --- -- • <br /> ,- : � <br /> � ( ) J - w � . ,� � ; , 23 LF 8 Q� D.I.P. CL 52 <br /> , /�, <br /> � , <br /> ,� �; � , � __,,; 0 � � �� � �,.�� � i <br /> ��'? ; , , 465 ; 465 <br /> � � „ ; + -- <br /> ::� <br /> : - --- . <br /> � � � ( � / � � � _ � � t� ' � j � 1 _ � <br /> _. . � �, <br /> ' '�� ` � , ' <br /> i <br /> t., <br /> 7 <br /> ' r� � , ..... ..,. ..._. . ..__ . .. . ,.._ . .. �...__�....... . . <br /> � ' 1 ' � � �I � ' � � �� 1 � ' ' _ _.._..___ __..�.... ... .._ � _.._..__ ____._ _� . _ _..�._ _ ._..._ ._�_________ _il__ _. <br /> � e <br /> �� ( , , :� SDCB#19 I � � �� , ; <br /> _,.. <br /> ; � �� .,.,. . . � , � � � � ' '5 � �- � SDCB#16 � � <br /> i � � ; ( ''I � s � 10 I � , ,� ; � TYPE 1 EXISTING GROUND CL PIPE _........_ <br /> ! �; �wl. . ; ~� SDCB#13 i� DOME GRATE `�.` ! ' + 10 �, �� � SOLID LID 460 -�_._ _ . _._ . @__ --. - _ 460 PROJECT MANAGER - -- • <br /> ,v' � . , i ' /� 48" TYPE � 3 RIM: 455.58 '�� - 11 �� - % `� � , "� ' N 327397.26 _ __ LD.1 <br /> ,; <br /> ; � ; ; �' SOLID LI `; �~13 IE: 452.75 8" SW � � ( � 1 �� � E 1305081.06 FINISHED GRADE @ CL PIPE <br /> , � � �,s � I � t t f �J�/ PROJECT ENGINEER " <br /> � � � � � �--�� ; E I � N 327380. 2 1 � � 26 LF 8 � � � �0 �� � � � � ` �( l �� � � RIM: 456.51 � � _ _ ��� �� � � <br /> V , „ o <br /> ��Q � TJ M <br /> ` ` � � �� � E 1304880�62 ; �� -� @ 1.22/o ; � /;' �� ,, � � �,r �IE: 452.75 12 (SW) - �' - -� - <br /> ��' �, � i 1 ; I' �i � '� ' �� � � - ' '-' PROJECT TEAM MEMBERS - -- --- <br /> _ � <br /> _ __ _ <br /> _" .. � � , -�� ' � � RIM: 455.� �. � - -- - -,-- j ��� // , , � � �, FNt}T. IE: 453.08 8 (N} _. _ __ . � _ �. <br /> . <br /> _ , � I � ( IE: 451.76� 2�� �E� SDCB#14 � ; __---- � , ;/,, � .-. f�"r� IE: 453.25 6" {NW) 455 2 LF 8" _Z3 �F 8" - 455 cHR,1S - __-------------.------ <br /> ,n N , j I �_, � $� T��� , __; �� ,, � 48"TYPE 2 I � / - / �r 3 <br /> �.�: ��>.� -. • <br /> J <br /> '; ��;• �� � �� ' SOLID LID ' '� �/ / � /r % 1�`WA - 45° BE X 8"W P. CL 52 57 LF 8" D.I.P. CL 52 D.I.P. CL 52 EX 8"WATER , ; <br /> ____�.� �__._._�____...�.._... � , <br /> 18" ND ATER D.I. <br /> ■ � <br /> ,_ �,� ? ,; . 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Y Y AT E R L I N E P R�F I L E ��o �E39383� sv4' <br /> � �"' �, � �._a � 12"�O�1C IE 45i.96 E '� _ ''` 1-8" SPOO)�'r .,.- _.� _n._ - ! • �, � � <br /> i �f V_- ; / � :�'F�, , �, r�T ���_""_ - ��.,_ .__ �*„'' ,s B 6M AREA: 195 SF r,,, C3 .s��,S tsT�R� ��' <br /> - <br /> , < a :; r/ , ��rv�-iT #��8 ��;+�r � 1-8 GA�-L;�i�VE JXIV1.1 ., � / n o 1 ��_ �. ��_ � <br /> _ _ ,. <br /> � � � � � � , SD,��"#15� 1 LF 6 f'ERFORATED PVC. 0.00/o: <br /> � r � � - - _�-� ' ��� � ,_ � , SCALE: HORIZ 1 -20, VERT 1 -5 <br /> fONAL <br /> _ <br /> T� � � �i.;.s <br /> TYPE 1 <br /> � � � r � � .- � � _.�_ � N 327351.60 • �.� " � ; <br /> � ``- �. '� 6� � � � � IE: 451.96!12" NW � � 5/31/2019 <br /> ; .,r-�� � �.� y ` ..-�� ; E ; � f � ,r' SOLID LID �. � � '�:,��� ��. <br /> , <br /> _ _. ( ) E 1305028.q5�Fi W � �� <br /> � a � : t "�� � , : <br /> � � ; 1�� � _� �_ -_ 23 LF 8"QS D.I.P. CL 52 FNDL / '"�1 N 327364.63 � � � <br /> , � '' ; � .� ~` '-- ' `�-45�-- ..__ _._ __._ --�, __ - <br /> � �-8��45� BEN� AREA B STORM <br /> �,. -� .---/ � E 1305044.89 ` �o i i �t i tr`v �:..��C.. i _ rine <br /> � � ' ' � "�5 _ _ 1 �' THRUST BLaCKING ;`�ElI�EUVEL) FOR PERfVIl1� __ ___--_ <br /> � - � , / RIM: 456.21 <br /> • , ����� ----�'�`'� ��� `' �� � `456-__ -�. � � /1 l N 327351.93 <br /> �.-�.._�-�• f � •.-__�--��� .�-,^�--._, � :,�,_� �':''�-�._ ,' -._ -- _, - � � IE:452.51 12" (W) . . , <br /> �,�� , , '.,.��5.� -_, -�.-.,_ E 1305051.18 ' .,. <br /> � , _ ;, , �T � _t__ __ _. �E: 452.5, �2�� �NE� _ _ DRAINAGE AND <br /> � _ _�_ � - _ �--� _____� f � ; <br /> �-��__ _. - ; _. w_ � --� �- <br /> f-� �. __ __. . - � --"'_;��_ � �_ �� _�-_.�-; ��- .�.�-�-� --- --��- - --- �� �-� -�-� -�- �� � - - Structural g eers �� •� _ ------ ----- - ----- <br /> __ __ ._._ ._. - � . <br /> _ ;-�_� � - ��-��_�_� Civ'1 Engineers <br /> ; � � ��� N �� �� ��� UTILITY� PLAN <br /> ; En in ; <br /> 6`BFN� IN ���Cc ,, /�'////f ' . / .�"f0 �, Landscape Architects , {� , 4 <br /> �JiSREr�IR � � /i � / � r;,��� � � ..:; � � � � _ � . . �� , ~� ; _ �, <br /> _ , � l �.. . \ <br /> � <br /> iS �.6 N ;;,�-� - _,. , ; � � ..,.. �;�, , mm a � � <br /> ' Co unity PI nners �� <br /> c���,��: � �tEo w/ � - � � ; � � . <br /> FNDT. ' J' ' Natural Resource Ecologists � <br /> E / PROJECT N0. <br /> , Land Surveyors <br /> �y�r" Neighbors 18.�3-�1 <br /> ,j �'c� <br /> _ _ _ DAiE <br /> � � 12/21/2018 <br /> • <br /> __-----------__---- ------------------ <br /> - PROJECT NETWORK PATH <br /> O <br /> GRAPHIC SCALE � <br /> O �, 0 10 20 40 TACCJMA • SEATTLE <br /> S P O K A N E • T R I - C I T I E S sHEET NUMBER__-_____--____________-_____ <br /> � S� 2215 North 30th Street, Suite 300 Tacoma WA 98403 <br /> 1" = 20 FEET 253.3832422 TE� 253.383.2572 Fpx www.ahbl,com WEB <br /> Know what's b@IOW. ' <br /> C1I I before you dig. N OT FO R C O N STR U CT I O N PERMIT SET <br /> COPYRIGHT O 2018 shoesmith cox architects <br /> DATE: May 30, 2019 FILENAME: Q:12018\2 1 8040611 0_CIV�CAD\2180406-SH-STRM.dwg <br />