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<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
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<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
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<br /> � 8" CONC IE 451.56 SW a ~'?��� !€ '' ` _ '�, �" I E: 4 4 5.8 1 6" W � ROP JO CO TO
<br /> ; . ` ,' _ �_ � _ � � f.�.""i
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<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 ���
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<br /> s� � � G. f � � � , �� ,--____ ��,. � ;__- ,� --s---S sC>;_ � THRUST BLOCKING 2
<br /> \ ` I SSCO#4 ' �'---' t_. � .__ ` ` __y� _..___.___---_.._ �,, ._�_______- r-� �
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<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
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<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%
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<br /> � � � / �� "� �� '� � �
<br /> � �� � � ����� �� �' , e D STORM DRAINAGE PIPING 4
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<br /> . 1 - �i�i �5�.56 � � J � ,�',., �. ; SSCO#3 C3 10 1
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<br /> -i5 . --� �^ ;,' � �,, N 327613.34 ----------- FOOTING DRAIN
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<br /> „ �_ .� �s � _='" �� „ V E 4 8 � � .�_� ,. , . C 3.11
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<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
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<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
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<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
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<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 /> � � � ,
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<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
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<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 � � _ _ ��� �� � �
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<br /> ` ` � � �� � E 1304880�62 ; �� -� @ 1.22/o ; � /;' �� ,, � � �,r �IE: 452.75 12 (SW) - �' - -� -
<br /> ��' �, � i 1 ; I' �i � '� ' �� � � - ' '-' PROJECT TEAM MEMBERS - -- ---
<br /> _ �
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<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
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<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 /> ,_ �,� ? ,; . I , -- �i- / � �� ; TER THRUST BLOCKING _ - - - DCN r
<br /> � , � ; �� RIM: 456.021 � ' � � � / � /`� ,��S �
<br /> � i `. �, ! ` � ,_- . � �.� ' �� ��� , IE: 452.36 12" (W)�E'�/(�f -- � � EMENT N 327392.12 ��
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<br /> � `, �. � { `, • _ _ � .` ``:� `,: �` �; ;' • � IE: 452.36 12 (N)'s , 5 F, \` `-� � j � , �'` 49 LF 12 CPEF�@ 0.50% E 1305091.09 _
<br /> ,,. �...� ; I �. � � { a ; _ ,,-_. � �� ' � �»- _ ' SEAL
<br /> ° �
<br /> � � , ;,� � + ',, -�. ; ; .� � .. _; -- -..._ _�.�,v,' IE: 452.36 12 (�)(-.-�-.-.�';.,..�- �� � / ; 450 _ __ ___ ___-_.___ . _--_____�_._ _ -- ____---- 450
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