|
i i ;; �
<br /> � -._ ,-..% O ...--- �' ' ; .��... .,� ._ � � � � � , I .
<br /> � � 5 � / ,�, � � � r � 3� ' SD
<br /> ��� �' � �`` ' i,
<br /> � � �,_� �.� �,, �`' � � QctiG,_, � �f � � I � � 13 LF 12" CPEP p� 0.6fl% i CB 4A 5 � ■
<br /> a� �e� � , � �����: � � h m �th
<br /> ,.� � 4`' �' t � A`�' � � -' 7 `� �J � §j 4 LF 8" CPEP @ 1.82% TYPE 30 BIORETENTION FACILITY C � � s o e s
<br /> _ , . ,. , .. ;� RIM: 455.06
<br /> , , � -.. I
<br /> � �,. � �. ` � ' ' , �� ' � 1 ' f � 1 � � ;� 1 � _ � OVERFLOW ELEVATION: 456.00
<br /> ��` _ •,. "�.` / � � �-- �-�- `` ' I ,s FOUND 1 2" REBAR �� ' !
<br /> \ �, � ` � ���., . < � .r '� � ' ,� � I E� A 51.10 12 S) � � � �
<br /> � � �� , ' � '� � } ;:� � , ! � ! � i & CAP "ASPI 35975" ; BOTTOM ELEVATION: 455.50
<br /> � � ' �
<br /> � S ��-� :" ,� � , ; � ,� ; , f, �� '�,�; , IE: 451.43 8" (W)
<br /> _, �� o � . � ' �� , 0.4'w & o.�'N oF • 4 1.10 12" N � i BOTTOM AREA: 178 SF C3.13
<br /> �
<br /> , Q . � �- i `�f r� _
<br /> � � ` ���.,,� ',� /. ,; �' 3 `, i �� ��,�6„ CU COR ' .
<br /> ,; '. , o
<br /> � �y.,, T�IN T�E=(MJXFL �E 5 � � + ; 42 LF 6" PERFORATED PVC @ 0 00°/
<br /> ;,,;� � _.�^ , \ ., �`,-� �'R F' Irr l ' �,'� � " AT A LXM ) i NER. (7/18) , IE: 45'1.43 8'i(NE)
<br /> �. - � : •� , ,, � � �, I� - - - - - - -
<br /> � s� f � -._...._ "`�,, �-r. � ;' �, QS o . , (�) 6 G E V LV�ErtF J) ;� ` ,-=- �- _ --- - - - - -----+-�- ` - - c.�
<br /> � .,_. .�� _- �` .
<br /> , , ; „ , -. ._ ______ ___. _. . __.. -. _
<br /> �,.
<br /> � �_� _�_. � (�lCV � � �� � � � ' ' RANT AS EMBLY '' ; S.DG ,� a =_.. .
<br /> �j^`� ! ..., :, 1) FIRE HYD .
<br /> ._ �. �a. , _.._ ; � 2 � �� �� -...,s-f' : � � +,�'' �� __ 25 LF-$ CP�� �-:$9/0 _ ; -
<br /> . - � �_ / _ F . , ; � _
<br /> , _
<br /> , �/ ,�. _ _
<br /> _. ___�
<br /> � r
<br /> . _ r
<br /> � , ,
<br /> _ _y n n. .. _ �-_ __ _ :
<br /> � ,.. S ` , , � , [ , � r _ ___ , _.._ � . ,, .__�. .._ _�_ � _. ,,_.._. __
<br /> _-.,•._, ,t -- ,F.....:.
<br /> :` . _
<br /> � ,, ,. � -,._. .... . �_ � ,.
<br /> _ . �9 '�. � ; � __.
<br /> �•. _ _ . _._
<br /> 2 J� . � ti. 1 . , �. I/`
<br /> I �
<br /> � � � �NBAS�N h t e c s
<br /> O , . 3 LF,8 �DI CL 52 12" ItiIYLOP S f�f�A _ _ , .� , ,..,, ;; a ,.; ,�._.; .,,. � , �1 a 1 \j Q
<br /> � ____ . . -.., . Ai/ S S, , ,fi , L�a+ .. _.: _ -,_��,, ,, 4t�1 , __,, �,�% � - ��• ✓ ,,.,,� ;, �. -_
<br /> __... � ,� _,. � tJ , ; , , _ __ , .,: �, ,,; ,..>v-«-.� ;�- t, �'`,.,� y ,�-._,� '�, L � -L`Y W- � `� �
<br /> . . 1�, . . � _ �9 � .i ( ___
<br /> .. . ; �p p , ' ; : x ;i _ . .; �_.. __ _ f . . ,--�»-,, � \ �-_ �._�,,,,a-_.... � ' __�`-._� .`'-'>�-� r r-�'-� '� ✓ �'i
<br /> ( _� : .., .. F s � 1 OCKING QOME G�tATE , . ,... ;_ :_.. __.4 :. , �fl�� 1tt�_:_,. ,..r_w �_- ,F�,. �- -�--. �. -.�--`^`y � `" - ^ •r�' �. . �,
<br /> \ � S� Q ,�. (1�THRUST BL , , ,�,, ,. a _ _ ._ , .x� __._ _,.,. �a. - _ ` .._._ -,-:- �> -�� -- -� P�� , Y"� �
<br /> , _.�� ��. �_,._ _ F_ _._ _. _ ___ -_. ---- - .r __.. - ,
<br /> ' ......,. _____._ �. F So c` -
<br /> � ' A � � C3.14 � ` � ' ' N 3 7911.39 3 _ _ . -.._ � `" ____ �� �� .,�'`\''� -- 1928 43rd Ave E. Ste A
<br /> � � � , rr�--
<br /> ��
<br /> ,. a .., -�.:. -.�; � - ___. 2 ; RiM: 454.50 ~-�: - _ `CLEANOI�T -
<br /> , � � 3 � _ _ _,�.-.._.._ ,�-._.�....._..,.-�__ -- __ .__. ...__ __. ._._ ._--__. _ ._._ _�_. _,_,
<br /> .�. -�_. _. �. --�.___._ - - - - --
<br /> _ . ._.. t�_ ;,` i ; ; � ' � ' __ _. -G3.13 _ _ , _ , _ __ _,� __�,_ . _ � _ �^���.._. � �.. y � � � ' S e a t t I e , W A 9 8 1 1 2
<br /> m
<br /> . e.
<br /> . r
<br /> ._. � � �. ____
<br /> ,` S _. � , �� F_.,m..._ � r E 13�4778 � I�. 451:508 (E) .RIM: 456.74 _ �. ; __ . . � o . �_ �,,.�-< � � � _-�,-.. -,,, 1' --- -. �6 �
<br /> ' ,, " � � C�< � ,` \ �....... . _... .� ;; - .__ _ _ -_ � e �' ( 206 ) 453 - 4053 •
<br /> � \ � �� .� J S� �yy �` ,,5 � ,4_ , , ; ; ,, l , _ 7 -- . .9Q g„ �E 58 LF 8 CPEP @ 1.89/o - _.._ , - � � -;� `� ,. -- -, ti �� f
<br /> � \ \s Rn 4 ��,.�. ,..�__ _. __ -_-__-__ � , _.. , �: � �9 IE� 451 ) �..� - _ . _ ___ .-_ � `�
<br /> � � „ `: _. _ _ .�-. --_._ � . _.� � �. __ __ _ `x=' , �� _ _ __ - - - _ _ _ _____.�=_= �=-��--. - - - _�._,� --.--- _ - --- �,. � --'' s h o e s m i t h c o x . c o m
<br /> � �- � � } , ,, -
<br /> �. ... A _ �.._�_ -.-- � -�--
<br /> \ . 2, s2 *; � . . �,, ,. � ��� U :a - , -'----W-----__ �� � ---- \ i
<br /> �(? ._. /}c/
<br /> � � ..� + . .. _,�.,.__ --�1!_" --�-__ ' � PY3 _ . _ _ - ��` _ _ �.. '`
<br /> � � 7 'q .�g ... �.,_--.,.. "', _ `� _ _____ ___ i \ > '
<br /> :
<br /> _ ,
<br /> j s
<br /> ., � --._._._. _._ .,� i ;€ -,,- - ' � ` - . . �ti
<br /> 6y , < 2. DS � _ _ _ �, s.. �._�.__ .._._,. " ,`C , 44�.'�2 .�,_ __ �,:
<br /> 1 1 1 . , � � :
<br /> .2�, c;F E�
<br /> a.
<br /> __ � �
<br /> \ - �4� r ; _ , _ ._ _._ �
<br /> ,,
<br /> -r..
<br /> �.; , # �.
<br /> ___ . __.__- �
<br /> � , `�-..._ _ `,
<br /> �
<br /> ;: . - t .. �. _
<br /> ,
<br /> \
<br /> � �
<br /> . ,. .
<br /> , � . , �
<br /> , _ - �
<br /> ,
<br /> � _. -
<br /> �
<br /> � _ �.._._ ;
<br /> . ,,.
<br /> \ �
<br /> _. _ „ . . ,� = f � `.
<br /> \ S - __ _� S Cr- _?.; .�._ ; � ,�. _i� _ � F .: �
<br /> Q ,. ik . t : . ___ ..1 _ �J'..�. �. _ �_..., , 1c' , -, _ -- _ __. _ __ _..__ ___ _.__ _._ ._ _.._ .._ --_.. __. ._ �.. _._ _... .__ .� \ \ \
<br /> . /, . „ - , �''•s
<br /> �9 � � j ._... .
<br /> . �. �' �j .. I .�. \ � � /�
<br /> ,� . �. a, S��_. , �:;� '____ ' _ ____._.._._________...� ____ .
<br /> � �- "�, st 9 : .. / � -�. ,-� � ,... _ :, -�.________�;� -k:r � �0 � i �1. __._.._.___.__ __ _..._.__ __R�-�7 2 ry.,4i `-4�i�-
<br /> . , , .. : _. - ---
<br /> ,� q , ;. �,,, _ __ �u-- \
<br /> r_ .__ .t, _'_.
<br /> __ �
<br /> i v
<br /> � � \ �j '
<br /> :. � _.,... `
<br /> . �
<br /> \� . ._._ ..... -. _ i
<br /> "'�v;� \ �� : i ''e:.._ ,... �,.� .i .,._.._. ..�..-. _, yr r' J ,. C�#- � _-.v_ __.__ .. . .. ...___.. _ . � __.....
<br /> . ` .1. � . � �� � �_ ._� __ / � v �
<br /> � ,, � :. . ..., '"�.. . � f ,.- __ --- _ , .__ _ , - - --- - - -- _. - _ �.:____`=-_-_ =Y' __--- ��.QN C I E 51. �, \
<br /> . - M1 _ \ ; , - -< ; _. �
<br /> , , �;,: _ _ _ _ �_ .. _
<br /> �., �y� ,, .,� S �,,:i"r _ �1 �
<br /> _ . >,�. ,�
<br /> � , � . ; -, , � r , ,,.
<br /> � � .� ` �� o _�---" , ; - _ " _ � \� �
<br /> . v , �
<br /> ., � . _ / ,,..
<br /> � \ � Ft �
<br /> a
<br /> . ; _. � 20 LF 8 CP a.03,�0 _ �:---�! _ : � � . , . /"� r-: 11 ! � r `q � 1��� c�j IE 4L .23 .
<br /> , , .- _, � ` ��� r � , „- ' � '-. r' _ _ - � - - '' 12 CONt� 4�� W `�,.. � � �
<br /> �----
<br /> �- - �
<br /> _
<br /> � ., �`\ �- ,,� l ; �- __. � _ a ,. '�, 1,�. � ._ -- - -�____ - '-,- -- - - -- _- --- - - - -- �!;,. � '.` "� \ `"�61-,._._ _..-
<br /> �
<br /> ,
<br /> �. . _ _ , ,
<br /> ' � �..�, �.,, �� .. ; SDCB#2 ��' ��� ,.' �,� �'_. SD-�� ; ��' ; _ - ' � � ; i � fz� `r~ �. � ��, �., �, �'� ��.,.
<br /> �,.. ,
<br /> ; � __ (
<br /> �� � \. ,� �, ' � �, � �� / � �`' �� � ��� ,,-� SDCB#10 � 10 � � � : � � � . .� �
<br /> � � . , . , i� ,;= � ,,, � ;° , � � 1 1 r � .s�-� � � I `�� '� � � � �� � �
<br /> '�i � ` : �� TYPE 1 � � � 10... {
<br /> ,'
<br /> r• �i� ��� � � _� HERRINGBONE GRATE ,,� j f /� i - I( � ,
<br /> 11
<br /> _ � r
<br /> _ % ,� , , �` � 12" NYIOPLAST 4R_At�!$Aglt�t � .�� � �� �,, � \
<br /> _ ., w_ :
<br /> .. , ^�_ _ , � �
<br /> / � , ��
<br /> �°� � ��y ,\, , ,. N 327852 3Yi , � ' ==� , -�: ;° � ;/ �� _ - DOME GRATE 1� � .` ~,,,� �' ,�. '`, ` , \ \..¢
<br /> .� .,
<br /> ',.
<br /> � i. \
<br /> °�`,� ,� ~'�;,, '� / E 1304705.08�:�:. ��~ �;,�� � �r--f ,'` �, BIOE�ETENTION FACILITY B , � 1 � , � 3 RIM: 456.00 ' � C,,_ ,� ,,-� � � ',,e� `�� � \� '�
<br /> ;
<br /> , . . ,r.__�- � � .�
<br /> � % , ;�,. �' /` RIM: 456.08 `-�,_,� ,��_````�., r..-__,'--- : � c�. '�2 (�VER�OW ELEVATION;�4`�.50 �-' ;V A ( � �; 10 C3.13 IE: 453.00 8" (W) � i g � � � � -�, s � �� �°� � �, � -�_�
<br /> t�� .
<br /> �,/ �`` C�.13 _. , _._ , � °, ��, ,� � � o i � t� � > �- - �. � � � ,
<br /> '',r � � ����-,,, ��'`., �-'-`� � ;.� IE: 451.39 8° (E) '��� �..._=--` � ; BO'fTOM ELEVATION: �54.00 � '';, `��, � I ' 49 LF 1.� CPEP 0.60/o � �' _� � V � . �.---.% 0 \ � ,� :�
<br /> ; � . .. ;� �
<br /> �� �.; '� � -r IE: 451.39 6° (SW) i ����, �'' r .�,_m BO�:C?M AREA: 156 SF ��� � � � � � fi `°�� �' � � '`� � � \
<br /> � • � �-\ :f ` ` . ' `-'"`- . S t � � ��� I
<br /> ..
<br /> �
<br /> _- �
<br /> � `"t \ � � ` � 1 �r` ,
<br /> � :` r' � 6;'r'PERFORATE�PVC @ 0.00% `5;.� , ,
<br /> _ r , �:-�:� � -�-}-- � ' .-, `
<br /> ^< � � ., o NORTH BUILDING ADDITION ,`
<br /> ; � � t � �,s `�- �� l
<br /> _ : � , , �
<br /> � � 11 LF 6 CPE 1 01 /o � � 1 �'` �'� � g � �
<br /> __
<br /> �.� . � . �` . .��•..� ,s, � `��� �`�'�y'
<br /> , ,. �
<br /> �'� . �
<br /> ,� ��, ,• ` / � .f t_'� �`���?�__ ' �''s FFE 457.10 , ; '� � , ���_..
<br /> p \ t�� \
<br /> �, �. F � ��.'� `} \ � 10 I �, \ � ` 'E� �
<br /> �.
<br /> "�� � _ __�_.___ ` I
<br /> . .
<br /> � r '4�� ��_`Q_:� `.;;�. \, �1 � ' SDCB#5 1 t.,�✓ � \ '\ � .
<br /> l -
<br /> f
<br /> f ,
<br /> �'.t�
<br /> ..;,. �'' - �. . a.. �\``�. ;' �2" A��:18 450.94 f1W � - - - - -- - • `' �Sc�
<br /> � , -�,
<br /> :
<br /> ,
<br /> � 1
<br /> � �
<br /> � ,
<br /> �
<br /> > ,� � � �
<br /> ,�
<br /> . ... . -
<br /> 1 . ,
<br /> rr ,r TYPE 1 � � - - � � � � �. �
<br /> / ,�,. � �.,,'�.. ,„�, SDCB# ; ' , �" � ���C �� �-�� 7� �`�� � � r &'�' \ � i 1
<br /> r' � � � �� F ,, �.� � .;�- �� SOLID LID �, °,•, � � ������ � � 11� �� ( � �1 1 � � �
<br /> ,� '. �
<br /> '��=''s� ''�'" 12"N`��P T DRAIN BASINII1
<br /> , ` j -�
<br /> � ��� 1304825.�0 � �� � �� � � �` • � �j _ 11 ' � a � � �� �75 � �� � ���
<br /> � 'r:" _ 11 �
<br /> �. ` / DOME GRR�E% � ' �
<br /> ,,
<br /> '� ., � N 327843.0�' �' � ` 5 �7 ` � �- -- - --_- BIORETENTION FACILITY D � B 3 s, �
<br /> � fi
<br /> � \\_� < ---- �,�, ' 6 �; RIM: 455.61 � , '`� '� � �- . _ 10 I � ° RFLOW ELEVATION: 456.00 ! �i R1M 456.43 � � ; � ���- , �
<br /> �,� , - ,,�, C3.13 E 7304699 j7 _ __ � , �.,. ~,- �.,. `fIE: 451.31 12" N 10 '3,- * ,{'., � j,j - � OVE 2 � � 12" CONC`IE �5�'.a� S � �/'.�;. ,
<br /> b' � � ` � . -,�� � ) . 5 ` �--r SSCO�#2 � BOTTOM ELEVATION: 455.50 ; ; �
<br /> � RIM,4�' .50 ;' ; : - : ;� � �-:--�-.- ��' IE: 451.31 12" (SE) " \, I � � F 27822.74 �� � BOTTOM AREA: 93 SF C3.13 �_ ,� 12" CC��C IE�45i.3� �1w � � �, , ', i n u rs i n
<br /> � , ,, , x � � , , � sk� l ed g
<br /> ��;451.5 ' (NE) - - - ;,f� . �``�' � , i" ° ' ' ( ) �; � �� � , ; �� E 43Q4865.29 � 31 LF 6" PERFORATED PVC 0.00% I � � ' '�s' � � ' `
<br /> / � � � � SDCB#1 IE: 451.81 6' E � .. p� � �
<br /> �\ , �
<br /> ' fi , i � ' 11 , � � ; ; � % 48"TYPE� � � �� ; _ _ _ _ �, � � a � �' a d d � t � 0 n S
<br /> ;
<br /> -9� � �t//� � �� ; °� / � t �-,'�,' � %' ' RIM 456.98 r�B 3�23 _ � �` �
<br /> � ,
<br /> , T �
<br /> ' � � � _ �
<br /> - ; �
<br /> :
<br /> ,� l � t ,
<br /> , ,
<br /> •�� � ,i 11 ------�-- .
<br /> � /, � ,�� . / / ��`` � �,! _ _, �-IE�RRINGBONE GRATE ��`V- ���� �� � i � I.E 449.70 SDCB#9 R� 455.40 � � �'
<br /> , � � � , ,� • , �,
<br /> ' '`' `� / /s � �` � OVERBUI�D ON EX 12° ti �, � 10 � ,�,r � �;'
<br /> ' ,�. ��/ , � � � \ 12" NYLOPLAST DRAi ASIN � :.VC IE 453.08 W� --- -_.. ..� 1 ? �
<br /> � . N 327847.29 ' � � � 'r'
<br /> ,
<br /> �; % � �, ,�: / � s f . 2 - - _.J E ; �, �2" ��Nc 1� ���.5o n�,�� �l ;
<br /> � �� E
<br /> , , �� ,
<br /> ,
<br /> �� `'_ ; � 3 IE 449 8 DOME GRAT
<br /> � ' ;� � � '� E �so4�24.s2 ``� '` I _ _ - _ 3 � � � ; 2235 Lake Heights Drive
<br /> :. f
<br /> / ; r' / / .` � � -- 10 LF 8 @ 1.30% RIM: 456.00 � v ,
<br /> ;: � r f � ; <" ��� � ;; �y, / RIM: 455.97 _ �==' ��``�:_ l ' F 6" PV o IE. 453.00 8" (S) C3.13 �" � 4 ;
<br /> , `
<br /> , `� 55 L C 1
<br /> 1• � ` ; ; , I E: :�s�� � l.�,�F cj, p - s�
<br /> � � " � ! ; �'�` . ,-'` ; z � �� � ;, , 5 @ 2. �o ; '� Everett WA 98208
<br /> .
<br /> __ , s
<br /> , -
<br /> SDR 3 00 I �
<br /> % ` f ' ' �i` ,� � ) 11 �� �.
<br /> �yF2�4'g ' / ��� r f 4�Q.85 92" N EX ..- " ',. - - ,
<br /> c° ,�. ... ...,i � "e � " C ) � ,.. o � ' _---- ------ �F 8" @ 1.32% SDCB#8 � i � r �j`;,Q '' �
<br /> , �'y �B RE�'ENT,,�ON FACILITY A � � � �„`„� � � / lE.`�.���. 8- W � �
<br /> ti?�'�.q,� � ` ' � „ ,� / � ' '} .` ,' �``' , `�.,,� 61 LF 1 EP @ 0.62/o , �5 � \ �' �
<br /> � � F OV�, FLC3�V ELEVATION': 454.5.i� ,!�' !, r t ```�. ,,�� � , ' _ � TYPE 30 � i �
<br /> R � ��2 : �� / � , � � � � � 9 ( � � � � _ .;; SOLID LID � � � \
<br /> � � � ,, OTTtiIb���ELEVAT�ON: 454:00 %�� � / ��, � �. _� \, � �� �_ ' � � , _ , �
<br /> � � �C3.13 , , � �; �, . ��. � ��- � �� � - � _. � . �
<br /> � ;- BOTTOI�1'RREA: $1 SF �,> ~ ' � � � '� � ���` RIM: 456.65 � � � � � �
<br /> � li, � ���� t °�`',,� �� � �f *.� jj � � � '� - � , ': t r _� �
<br /> / )9, ' `'�..� °� TYPE 1 .
<br /> � ' 81 L�"��'R�ORATf D PVC a�0.00y�o / '~z ,fI ' � 04 6" (W
<br /> i / , .� ` �� , � i SDCB#7 IE� 453 � ; _ � �
<br /> , , ,
<br /> ' � .: ;, ; ;%' /„�'�� %,`� � �/`I � �`� � _ ;�` ; 8 IE: 452.87 8" (SW) � ; f �
<br /> i ' - � 11
<br /> � � �„ / ; , � 10 SOLID LID IE: 452.87 8" N � " � �
<br /> ��
<br /> �
<br /> � `� ; �� / , � � ' � �-f/-=� l,r�°�'^, � `r'� o � ) , :
<br /> 'Qro�A„ �/
<br /> �, ,i 11 � ,� / ;'' i� U , � �`� �. � � 50 LF 8" DI CL52 @ 0.92/0 8 75 � ' � ��� �
<br /> � i
<br /> : ,; � /� � / ; r'� pY , \ `�{� ,-,„� fi j � CRO WER T.O.P. 449.92 80 � ; i ,� �
<br /> ,
<br /> � �� �� : / , � � � .�-- 1 E 1304904.29 � ° ; .�=,.�, '` KE,�AP
<br /> , � , = �. ; ; , �
<br /> � , . _
<br /> _
<br /> ,
<br /> ,
<br /> /� ' i!' � � � . .
<br /> r �.. �
<br /> f 1
<br /> ; / ' S
<br /> �., , � � / ,
<br /> , % �°
<br /> .
<br /> � �:
<br /> - . ;
<br /> � / � 4 2.10 �
<br /> �, .._.... , , L�
<br /> i
<br /> , T
<br /> . `
<br /> � $�� � �
<br /> , _ . , � �f, � 8,� .
<br /> f�- 2 ;
<br /> �- }
<br /> � „
<br /> '� � %�� � ,� - /; / , , , �'x � � ,r i � (2.1� CLR)� � ' �
<br /> . �,
<br /> ,� - - � . . � . NE
<br /> �..
<br /> .,
<br /> ,
<br /> �_.
<br /> ., �
<br /> � / � '- ° � � ,�;�_.� � � �' ;�i ; ��> r � � ''� `~- :' ,' ,� . ,=� ��'�� � IE: 452.49 8° (W ) _ � 1
<br /> , E { ��
<br /> , � � ;, ��,r �. , � �
<br /> ., .� - _ ,
<br /> r�,
<br /> ,
<br /> ,
<br /> ... �- � , t . ,f'� , � �. . �
<br /> � _ � �
<br /> , �
<br /> � f ,
<br /> � �; � , , , , J � �� � `�, , , . , , ,f �., ., .«w _ _ r� � SDCB #6 � �;
<br /> , . � ,
<br /> .�
<br /> . ;
<br /> > , , r/ , „ . w_
<br /> , / '� �� ,.
<br /> � Betn a ny
<br /> ,, ` , -�,�- i, _ , �� �,� ��.,�, �,� �.
<br /> / j , �j�, � •� 'j '+/ ? ,�` ' � �r
<br /> / ,;
<br /> � ._ : TYPE 1
<br /> ��-�, � � f: �.
<br /> ` '` � f� "��� � . a 1 SOLID LID
<br /> . �
<br /> `���� �� ,�" �� �PROVID� 4" STR�AI�1$ED / ,� ' �_ � ; x� , � � � G '
<br /> _ � i ����� � � �
<br /> r
<br /> �
<br /> :'` / ;,. ;' _ = ,' ,� -:,.0 `� �' � 7 � N 327808.74 ' � i
<br /> �� �' of the Northwest
<br /> � BBL�S AT CUR$ CUT INLET - �
<br /> x r ,
<br /> ��. ,'` �, ' : ;„ � � r j �`'�_. , ;'� � �`, /` _� ~�� , � E 1304853.93 s ..%'
<br /> ``�..� �,
<br /> , � �. �� �
<br /> ,
<br /> �`��ti�� � SSCO#1 � �`- ��
<br /> ' , � � ;� '�� . � � PER WSDOT 9.03.11(2) (TYP�,: ,� , � _ � � ,,'��� � f ��� ``�, ��.�`� `;a �_ � ,�� � ,' RIM: 456.49 � ������ �
<br /> � ?,��. � � �� / � fJ � �N 327767.55 ; ���
<br /> � � ' f �� I,�` �1� �a l,�� �'^-,.,� s � .Z9 �n ln N0. DATE S�ION
<br /> � `; E 1304865
<br /> � � , � . . � 1 2 2019 DOH CR .
<br /> ` ; 'o,, r , ��'
<br /> \ , ,/� . I , � REVI
<br /> ,_ � ,� ,, ��� �/ � - �� �1 �-�� �� iE� 45� ss � �rvw> ° �,
<br /> , ;
<br /> i� � / i j ' �j, � � }� � '� � ` f E 448. 6+ IE. 452.02 8" (E) + i - - RESPONSE#1
<br /> \ ;/ , � ',.`�� � �,, R 6+ _
<br /> � ,� 1 0 8
<br /> ` IM 45 I -
<br /> t ,, I � g_ � a f - ---
<br /> . ----- -
<br /> f i
<br /> 1 / (
<br /> �ly C � � /� � �f 1� �� � � � � � � I CITY OF EVERETT
<br /> �. ,'` J i ' � / ' � ' ` � �'(��'� I � RESPONSE#1 BLDG
<br /> �.r ,� � � �"t �� � � a ��� XISTING BUILDING � ; ,� �, 3 03.29-2019 ---- � �
<br /> � � ��� .:� � �
<br /> :,
<br /> .
<br /> � �� �, � � � � � ;f,`` � ,. �'-�, � __ __
<br /> \' � � � ya, 1 �`,,� �r ,�% 7 '�� � � G' CITY OF EVERETT -
<br /> \
<br /> �
<br /> r
<br /> ��
<br /> ;
<br /> `
<br /> \ G ,. � ' �� � �, �`t, �� �� FFE 457.1± j _ SPONSE#1 (PW)
<br /> ,
<br /> , ,
<br /> _ . ,, � � � ', � i ,/" �� ` _� GB 4aJ� _ � - �' -- ___ -- - - --__-
<br /> ',
<br /> � ; i / ,..
<br /> ,,
<br /> , j�
<br /> .
<br /> , � ___�..�. ___ _ , D4 cv
<br /> _� !
<br /> ,
<br /> ; �,!.
<br /> , ; , : ,
<br /> ' ��
<br /> ^� RE
<br /> r
<br /> ..- .,_ � � �� ``�. -�✓/ � � �`' . ,� % � � , `'�.�-> ,+ s , - RIM 4��: �� CITY OF EVERETT
<br /> �� �� �� \`�',
<br /> �� '��
<br /> 7 ' J'
<br /> � ` :
<br /> / ' " ' '�-�j��
<br /> 4 .
<br /> F �. _ � r � _. __ , _ a ,
<br /> �[.� �\ '�. �� � % j ` .% � � ! `� _ f � � 5 05.31-2019 RESPONSE#2(PW)
<br /> \ _ ,. �G �,% � °' ,, _ �/ ' , � i � ,,:�,` � � -_'`- R�M 454.76 � � r IE. 451.65 12" (N) , ti.., �� 1 , --- -- --------------- -
<br /> .��� , _ ;
<br /> / .. /
<br /> �\ \ L, � ` �� � , , �,' / < < � �,,�.o F>" PVC IE 448 7 � � � r��
<br /> (� , � /� , �. , � ,f
<br /> ' �� i , . -�� � 448 � °
<br /> � ' , ; ��-' i2 N i !� � ��,
<br /> _
<br /> � _ V AV �� �i � � �`y 'E � ,\.. �... _.`t n (�� �� ! � � � .�. r- � . � �
<br /> �� I�► �� � i �.� ;� �, ���°; �, � J - - � � -• t -� ' ---- - - - - -
<br /> � ' ,
<br /> �� �
<br /> � � , ; ' -��' � � / , '�```�°�.� _o�a , !� a b� _, _� --� - C�.%
<br /> ; _ �
<br /> , _
<br /> . �. , � , �:_
<br /> ..
<br /> �� � � ., �, , �� � � , .. ��� ,��' -,� � .�� __ � �- � �' 3 �
<br /> , .
<br /> �
<br /> � � �' "�,2 �--
<br /> .
<br /> �
<br /> r , =�' �' i -1 .�...
<br /> , .. . , � , � � ��`
<br /> �, �
<br /> �- _
<br /> ,- ,j" "'
<br /> ] `��.� �,,n�� `�'._� :._�\ �,� -." / ' -,�' - ..- P�'-,..."�. .. .._... . j�'�`' �. � .-- ___ ._...... ..__ r j Y y ;��i
<br /> �• �/�1�,��
<br /> : A�. : ` ` s .
<br /> ; � i� /w . , � ..
<br /> � .. .
<br /> \ Y� i . / � i �_ ,� . : �ry . ..,��� � _
<br /> ... � a;.,: �.. � � -.., , r � V '., '.�� �� ' .. . . . .__._-__'__--.______._-_-____-__--"_,_____.__._
<br /> �v' � � �
<br /> / �' r \ - -. . _ /� .
<br /> ` i:
<br /> .�. ,`. i: . a l �\
<br /> . (
<br /> \ , _,� . � � . � . �� � � `./ �/ Y .. ��iT � r� . ~e r " �
<br /> �� / \ � , � � ', �% iF � . 454 / `-' q �� .
<br /> . �,
<br /> � , , �
<br /> / . � , . � �
<br /> r
<br /> ..
<br /> . i _
<br /> ,
<br /> -`� ~' 25 i
<br /> '
<br /> , , , � ; �
<br /> � - _ � ,� � �
<br /> �i;� 'fl 3/
<br /> �
<br /> .
<br /> . �.. j I
<br /> � -._ � ,, � � � i
<br /> pp �' �';.l `� � � `� � '2 CONC (E 45L29 S J � � .
<br /> � ,
<br /> °.
<br /> � „
<br /> s�
<br /> �` _ ._ _�,� _..��=� � �� ' �
<br /> , � �
<br /> � � � � �, � � �� I
<br /> -� , � �2" corvc f� 4��.�a w s
<br /> , �__ � � � � ` I
<br /> �
<br /> � � � � .,. �� � � � - �
<br /> ,�
<br /> ,. ,.
<br /> __._ 1 . .
<br /> �
<br /> � - � . �
<br /> ,_. -- -
<br /> -�' �.. ��. �~ � ' ; 12" �ONC It 451.14 SE � � k ; �
<br /> , , v,..�< <�, � ° � ��
<br /> ` 'f r��-
<br /> � � � ` / � �,,, .;,� � _._1_ C iE 45�.98 �l � - ; ( • , � y,
<br /> - \ � � `�...� '��` / {s� �, ` ` �i `CQN . �' "�,�' / � � i i
<br /> ,� �..
<br /> " f� " � PROJECT MANAGER
<br /> ., � _,_ ❑ �
<br /> � '� � " LDJ
<br /> ._ . . ; � . ,�. . �.- �� Y{' �_ __� � E,` ,.-� �
<br /> ,,
<br /> � � - _ \
<br /> X �� 2�. �, `_'--. ., �
<br /> ... .. \ � / U y ,it. t ,x-� ,,r ��ti, _ ,. .' ....�•. .""'" \ .,._.�.-� ' / � 4. - .I �� �.�
<br /> ` t; � , � � _-'- -_-
<br /> , 'a
<br /> �.. \ r t.,.,�, �• � C.� S �I, ' ...� �i, ;�r ✓ � w i �. ' ,�, PROJEC?ENGINEER
<br /> F
<br /> �C� .�.- ^^' .
<br /> - - ...- ` �__ �► , , , �( �C',
<br /> .v.... � �
<br /> �� � / � .....- 4 �"a ��"` `_.- � rr�_ _ � ti _,_.. -" S� ` - `�, �f'` � 3 '_
<br /> _ ��
<br /> ; �
<br /> �
<br /> ,e ,2,, co �� \ -,- �.� \ ��,. � � ,� �� �� �:=- .--�� �� -`:."'�-�" ��' ` ~� �' TJ M _ -
<br /> �
<br /> ,
<br /> � -� � ��. �.�
<br /> ..
<br /> r,
<br /> <y c tic c `� �'o �i .."`�� � `- �1 " , � � � � �� �
<br /> ,�,
<br /> � __ ,
<br /> , _ , � _ � � �
<br /> �- - �. *�. - -` - ' � ! � � PROJECT TEAM MEMBERS
<br /> ����� �F� �S �S �33 ) �, � .. � f� ����',ti 6� �� � � . `�. �. � __ � \ ; - � , , ,_ o, _ �,
<br /> o � , Ri e 2 \ \ c �
<br /> ,
<br /> , ,,,�,, .
<br /> , : _� _. , � . `
<br /> � '
<br /> � ,
<br /> \ L � Qs °S ;� ,� i .-�;""n�,.\ w �� , �, �--�_ `�' 'tr-�` i
<br /> ? +y ,
<br /> T� SOgS3`39Ss)g � � 1 �,..._, 5�23,357 � � , �. . _ � ="; � �.�'.. v�Y ,_, ' f�-�., \ �.�F� ���, -_____--_ �h ! '� cHECK------_---_----_---- ------- __
<br /> r : ?� , `�:�rt_ � � � ', RJ S
<br /> ,��,. � �_ ; � -
<br /> 93�,'LF ,p, a / � 9�V / _. �, , �,,��, _ ~ i �R1M 45�.39 .r \\ti �i
<br /> ��
<br /> F ¢
<br /> r
<br /> , _; ;
<br /> :.
<br /> \ � .
<br /> � � ' � .
<br /> ,.
<br /> �`I��O �O` Op _ ;%� ,r> / � ''~ , , ; . �f``-�,.'. ° v1�� \ 6" PVC IE 447.13 NE & S .r .� _.. _ � _ ��.N - _ - -
<br /> �
<br /> m-
<br /> v
<br /> � � , _
<br /> .
<br /> : 1
<br /> _ , � �,� � -_ ,� i
<br /> . �
<br /> �� '' ��� --- ° �CV_ - - ` , _ - � PVC IE �47.03 UJ � � -, � ,�
<br /> w /
<br /> � . _ _ �< {�' s� ,
<br /> :'
<br /> . v
<br /> . ":�... `; .... p . ' i V 3 � _ . 4
<br /> � 'r •. .. ...... '"'". ,.- ^ . � � � . � �.
<br /> ��� �. ; �_ ... .� .. .. ' �
<br /> ��i
<br /> ; . ,, �, - �� w� . - -__ . ', O �
<br /> ...... ... _ , , � �,.
<br /> ~ �
<br /> _. � �� . . � __.- �
<br /> , �
<br /> ._.. . � }F .. � �, f
<br /> � � j � �
<br /> EX .� ,...n .z c;T�. �;r;r��.. �� ���.o� _ -. ,
<br /> I
<br /> -7_ / -- ~ ,�a��-�,2U � 1��'1 � � � _ _...- � '�'�
<br /> ' ,
<br /> _ .
<br /> �. - � . .
<br /> t - ._..., �-"" '` � �,. -- r �` /,
<br /> - . , -
<br /> � ,
<br /> , ._� . -_,.. � •
<br /> EX- ,�� �� `..�� , ,., - --______------- � } � j 'ti , ��,�
<br /> _ .,
<br /> �
<br /> _ _ _
<br /> , -- .. - ; " SEAL
<br /> .
<br /> - -- � t - i.
<br /> .�
<br /> i _._... �t--�1-_ . � t / �`.. _ -_�-- � �-`�!""" �, .
<br /> � '
<br /> 1y_ --� / . 1 �" w ,��,, �� ti � .: +,�' C � �� �� i
<br /> i
<br /> ; ,
<br /> ' -
<br /> ;
<br /> ^.�
<br /> . "'-- _. _, �-'_""-� e.; -� .._ i \ �. � .� i �� �
<br /> � , , �S'Q �\,`
<br /> f � � -;
<br /> , �. _. .._. , ,
<br /> .
<br /> �<- - , _.,
<br /> - �
<br /> ..
<br /> '- _., -�-- `�..". ;t-,.. .-- _ �-. ,' ; � i � ,
<br /> � ` 1
<br /> � � .�- .- � _ � �
<br /> __
<br /> � , . ��
<br /> : ,
<br /> . . _ .
<br /> r
<br /> ,
<br /> r. _�. __._._ , .. ;
<br /> , f, _ :
<br /> � f.
<br /> �,ISTOP�
<br /> LEGEND KEYNOTES G��oF AASxjN��
<br /> FIRE PROTECTION NOTES -- - - -- RIGHT-OF-WAY/ PROPERTY LINE CONNECT NEW SANITARY SIDE SEWER TO EXISTING MANHOLE. RE-CHANNELIZE ,�O ���'` . �o,y�
<br /> EXISTING MANHOLE AS NECESSARY. CONTRACTOR SHALL FIELD VERIFY
<br /> 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE - CENTERLINE 1O LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TO -
<br /> DRAWINGS, INCLUDING MATERIALS, SIZING, AND CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT WITH
<br /> CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE - - - - - - - - - - - EASEMENT PROPOSED DESIGN. rl
<br /> PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR �����'S�Ec s���C�����
<br /> PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BUILDING OUTLINE SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF SIONAL � .
<br /> BE STAMPED FOR APPROVAL BY A FIRE PROTECTION 4 2O EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING
<br /> ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR S SANITARY SIDE SEWER 5/31/2019
<br /> C3.10 CONDITIONS CONFLICT WITH PROPOSED DESIGN. �-� ��-�.t�' F r�- ����„�����:"r
<br /> APPROVAL. • SANITARY SEWER CLEANOUT C3 13 3 SANITARY SEWER POINT OF CONNECTION. REFER TO PLUMBING DRAWINGS - y� r M ,
<br /> . " , �.3`r r � TITIE
<br /> FOR EXACT LOCATION AND INVERT ELEVATION. ' "
<br /> 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE -- 123 PROPOSED MINOR CONTOUR _ _ AREA__A STO_RM
<br /> PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH CONNECT DOWNSPOUT TO STORM DRAINAGE NETWORK. REFER TO
<br /> BY"NFPA 13", ITS AMENDMENTS, AND LOCAL 123 PROPOSED MAJOR CONTOUR 4O ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF z D RAI NAG E AN D
<br /> REQUIREMENTS, INCLUDING BUN NOT LIMITED TO C3.11
<br /> °°�NSP°"TS. �;�`�Eng'neers -- UTILITY PLAN
<br /> ACQUISITION OF ALL PERMITS. .� FIRE HYDRANT ASSEMBLY � CONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 6"Q1 SOLID PVC N Structural Engineers � � '
<br /> C3.14 5
<br /> �,: ��,
<br /> 3. THE FIRE PROTECTION SYSTEM SHAL� BE INSTALLED BY A
<br /> -� THRUST BLOCKING 2 SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%. �andscapeArchitects °�
<br /> Y
<br /> WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN C3.14 OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE CommunityPlanners
<br /> � � � FITTINGS AS NOTED AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR Natural Resource Ecologists �
<br /> ACCORDANCE WITH WAS 212-80-010. 6 Land Surveyors � �� - PROJECT N0.
<br /> , .m, ..,,, <,�;
<br /> 4 O TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITIONS CONFLICT 18.03-01
<br /> W WATER PIPING C3.10 2 WITH PROPOSED DESIGN.
<br /> 4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS Neighbors
<br /> --._ ___- -- - --
<br /> DATE
<br /> AND REQUIREMENTS. O CATCH BASIN TYPE 2 C3.10
<br /> 1 3 3 7 CONNECT PIPE TO EXISTING STRUCTURE. CORE DRILL WALL TO PIPE DIAMETER � � 12/21/2018
<br /> 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC ■ CATCH BASIN PER PLAN C3.10 C3.10 C3.13
<br /> O +2" MIN. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. � PRo�Ecr NEr,voRK PnrH - -
<br /> O REQUIRES A SEPARATE PERMIT FROM THE EVERETT FIRE � STORM DRAINAGE CLEANOUT GRAPHIC SCALE --- -
<br /> DEPARTMENT. CONTRACTOR SHAL�APPLY FOR AND OBTAIN 3 O8 CONNECT NEW FOOTING DRAIN TO EXISTING. T A C O M A • S E A T T L E
<br /> O PERMIT. o ROOF DRAIN DOWNSPOUT C3.11 0 10 20 40 _ _
<br /> ��. RECONNECT ALL LINES DISCHARGING TO DEMOLISHED CATCH BASIN #7171, �
<br /> � SPOKANE TRI - CITIES sHEErNUMaER
<br /> Q � D STORM DRAINAGE PIPING 4 OO SEE SHEET C1.01.
<br /> � �� C3.10 1" - 20 FEET 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, -
<br /> 253.383.2422 TE� 253,383.2572 F�c www.a .com WEB
<br /> FOOTING DRAIN � 10 GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL ■
<br /> Know what�S beIOW. C3.11 DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. N OT FQ R C O N ST R U CT I O N PERMIT SET `
<br /> C11I before you dig. -�tD-RD ROOF DRAIN LINE PROVIDE POSITIVE DRAINAGE TO BIORETENTION FACILITY OVERFLOW
<br /> 11 ELEVATION AS SHOWN.
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV\CAD\2180406-SH-STRM.dwg
<br />
|