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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 ` ` . ' `-'"`- . 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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 /> ,� - - � . . � . 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DATE S�ION <br /> � `; E 1304865 <br /> � � , � . . � 1 2 2019 DOH CR . <br /> ` ; 'o,, r , ��' <br /> \ , ,/� . 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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 />