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GRAPHIC SCALE
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<br /> PORTIC� N OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M . ," =40FEET ��� w �F �
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<br /> CITY OF EVERETT SNOHOMISH COUNTY WASHINGTON . i I 8 _�_ f � i � � �a � i� ■ :
<br /> SDCB#5 � � SDCB#4 `��;� �' A `� �
<br /> RDCB#2 � EFER TQ DRAINAGE � -- �� � � j g9 �---=:-:
<br /> SDCB#6 FG: 19.16 RD B CB TYPE 1 L ; CB TYPE 1 L DETAIL 1 BELOW ��',�� � � �� � , � .�
<br /> CB TYPE 1 L RIM: ��:�"v� ��% ,�-> 48"TYPE 2 CB ; �-> RIM:�-�:�'�- C3.0 F � ��-.� � „ '' , TACOMA • SEATTLE • SPOKANE • TRI-CITIES
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<br /> RIM: �-� ' ��_ C #3 N 371007.04 � � L� RIM. ��4�- N 370601.39 � 4
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<br /> FG: 18.50 , � (
<br /> 48"TYPE 2 CB '� 071 E:-4��-�3-12" N i �._ �! z� � �� `
<br /> N 371331.80 E 1309952.24 '`� • � � E 1310061.09 ` =: �^ �;;; 2215 North 30th Street, Suite 300 Tacoma,WA 98403
<br /> FG: 18.21 � z�' RIM: �-�r�E3 < � a�'�18" (S) FG: 18.12 �C�,021E:�6:9312" (S) , , � ; TR��M�NT UNIT ` FG: 17.08 � ! ��-
<br /> E 1309862.59 3 �.� z� IE: �>u IE: �Z:3-�18° S � Y �� � "" 253.383.2422 TE� 253.383.2572 FAx wuuw.ahbl.com wEa
<br /> FG: 17.75 ? , IE: 4�-:$�8 W ,� FG: 18.12 ��, ) ■�■�■■�■■ ■■s= ■�■ u.�.��.■■■�■�■ ■r��..��ii�,r�+ws .�
<br /> �� � � 13.19 IE: 43:�s 18 (N) FG: 17.68 �1�.47 IE:46-3fr-8" (W) � ; 321E: ��18" ' �� SQCB#1 `. ; � �
<br /> � N) ,' FG: '1�.9� � t FG: 16.27 �
<br /> IE: �F� 18" (S)� � � " � � � _.
<br /> ,� FG: 17.68 � • � � _ . __
<br /> I E: 4 3:� 1 8" W � , :' FG: 17.98 ._.�:' IE: 4$:�-12"(S) 1 3.4� I E: " FG: 19.23 4 z 5 f r 1 2 3
<br /> O 9 3:�1 2 (W) F G: 1 7.9 8 F G: 1 7.9 8 ' '� ' I E: ° (W) F G: 1 7�i r 3 8, �- F G: 1 6.1 0 'C�7�I N���7 0��1 T I N G P V C S T U B
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<br /> �: �. � o 0 0 _ o OIL WATER SEPAR/��'OR r , 1 � �� ; E
<br /> FG: 1�76 � � � � o \ F ;1�.82 ;� .
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<br /> � � F : 19.01 � FG: 18.13 FG: 'f7.34 � � � � FG: 67 � � � . ' � � �� �� �! ; � , � � - �� � R�V E R�7��E
<br /> FG: 18.67 SD�B#3 14 8 �8 L�8 i Ft��F IN @ 2.16/o
<br /> I ■ RD RD y RD RD ■ RD RD RD - � � F . 14. 5 .55% FG.;13�1
<br /> ' FG: 16.93 FG: 19.7 FG: 17.34 ��.: �. 12 CPEP ROOF DRAIN .,.��,� 1$6 LF 12 CPEP ROOF DRAIN ,,.�.,,� `
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<br /> G: 19.19 g c� FG: 17.34� � � „ 017 � � � .�e�� � ■ ■ ■:�r:s�::�r■, :`F . 11:�F�7 ._ Client:
<br /> : � ' 103 LF 8" PVC7ROOF DRAIN 1.00% .
<br /> _ . @ FG: 16.93 , . 90 LF 8 PVC ROOF DRAIN @ 1.90/o , ; FFti1��,77 �;,n .
<br /> F BW.-16.58 28 LF 6" PVC ROOF �RAIN @ 13.53% @� FG. 19.75 FG. 16.93 � , �� PEP ^ �"'< j FG: 16.93 �,,, , ;�` Roco#3���G . PANATTONI
<br /> .�-� 12 C @ ��� ,o , FG. 16.10 �
<br /> , ; ; , , RIM: 16.50
<br /> � �s _ o _ _ W � � _ �s , `Fc: �9.so rw: �s.o3 _ o o -���.�_ ,� ', ; �g. S . .� DEVELOPMENT
<br /> � �_. . o a� o TW: 18.03 � o , ,. FF.,19.
<br /> TW. '18.03 RIM ABOVE FG
<br /> �,w� G FG 19.80 ,�. �n U �n BW: 16.58 BW: 16.58 0 �ri FG: 15.53 . g"�: �4 �
<br /> " - LIMITS OF DOCK POPJDING _ . • � FG: 19.75 � :LIMITS OF DOCK PONDING �n O . ± B11U: '16.58 . ;�..� � . ::__ �:� � . ,�
<br /> � 1 RDCO#12 �-� r-� . , ��
<br /> � FF: 19.80 .� � � ��
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<br /> � , DURING DESIGN E EN � � ,. 19 . � � � `_ ,� : , o . 19 FG. 15.72 � :� �
<br /> ° ' � �- ' ' RIM. 16.16 y T - � FG. 19.80 a? DURING;DESIGN EVENT 60 LF 6 P C ROOF DRA4N a� '�1.02/o FF: 19.80 '�.� -�i : ' '' f�: �1..7 - " W
<br /> � BW. 18.a5 � ' FF. 19.8� . , , t , �-�-,� �',�,�, 8 8 � )
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<br /> IE: 13.41 6 N �_ .... w.. �,..�. � _. ... ,. J $W: �fi�� BW. 18.55 ; ; BW: 15.50 ; ; ` ; ,�.= ' 900 SW 16TH STREET
<br /> . ._� _ _. ,, � ) _ FF: 1 . ; , r: � ,.,
<br /> _ � FG<<18.74 . „ . , ' c� FG: 19.80 . 9 80 . E�si����' ':' ;r ,PROTECT °,
<br /> FG. 19.�17 ., IE. 13.41 6 (SW) , � BW: 16.13 ��. 15. 4 FF. 19.80 , , � � ; , . SUITE 300
<br /> � �ISTING
<br /> FG: 19.h2 r'.-- .FG: 18.90 FG: 19.80 . : . FF: 19.80 , :. �W: 17.95 �; ; EG`.� '2.1�° __ =-: RENTON, WA 98057
<br /> � � . FG. 15.84 _
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<br /> `. F . 1 . 4 F . 15.84 . . < ; _ �', ,�_
<br /> FG: 19.�3 c� FG. 19.26 BW. 16.13 , , BW. 18.54 • • G 5 8 G ,. ,,FF; 1�9.80 FF. 19.80 i; ;; CONTACT: DONNIE BELK
<br /> FG: 19. 8 %°� FG: 19.80 : FG: 19.80 � BW:, 16.13 ; . _ � � � ; �,E PIJMP STATION
<br /> - " BW: 14.40
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<br /> � U RDCO#13 FG: 19.80 , � � FF: 19.80 �' �'����t i� � Job No.
<br /> ° � �- RIM: 19.72 FF: 19.80 139 LF 8" PVC ROOF DRAIN 0.50% RDCO#9 139 LF 8" PVC ROOF DRAIN @ 0.50% -' " � ; ` BW: 15.50 ;f?�E�'�F�,TO i�I�CHIT�CTURAL
<br /> ` � u.i @ FF: 19.80 '
<br /> � � •y o- IE: 17.21 6" (S) BW: 15.80 RIM: 15.78 BW: 15.80 -- � € � F�: 19.80 � � � �,� F �`� „ � , 2170746.10
<br /> � cpo U RDCO#11 RDCO#10 „ RDCO#7 � � BW: 15.80 RDCq#4 `� ' � � � ` � ;�
<br /> ; �� � ����� FOOTING DRAIN WHERE RIM: 15.78 IE: 12.76 8 (N) RDCO#8 RIM: '1.5.78 RDCO�#�
<br /> `� � ' ' �� �� �; ; ; � 3:1 MAX SLOPE
<br /> RIM: 15.78 � -. � � RIM: '�;9.72 � `:
<br /> � ; : � LANDSCAPING ABUTS BUILDING IE: 12.76 8" (S) FF: 19.80 RIM: 15.78 � IE:�12:07��8° (E) RIM: 1. :7�, , ' � � � !' ��� �� Issue Set & Date;
<br /> � � � � -� (TYP).4 PERFORATED PVC �� IE: 12.07 8° (E) .-� ; „ --� „ �, � : ����, IE. 16.91 6 (E) � Ic� ' �3, ADJACENT TO
<br /> = IE: 12.93 6 (NE) BW: 15.80 r T =E; IE 12.7�8 (S� � IE: 12.07 8 (N) IE: 12.76�8 ' � � �� � I. I , i �
<br /> ��� iE. �z.o7$° �N� �r . _ � ��)� , � Bu���iN�
<br /> � � SURROUNDED BY 6" OF PEA � •:
<br /> � � __ IE: 12.07 8" S ` IE: 12.07 8° (S) � 3 ', `114 LF 8" ROOF DRAIN �Q�0% '' � '
<br /> `' � ) SDCB#13 � ' ' ' � '� ' �
<br /> GRAVEL. 4 0 L F 6" P V C R O O F D R A I N @ 1.2 1% SDCB#16� ` - � _. �� 0 308LF ZURN Z886-HD C B T Y P 1 ! ` t; �� ; � � � � �� ��`? �' 1':
<br /> RDCO#14
<br /> � � RIM: 19.78 . CB TYPE 1 139 LF 8 PVC ROOF DRAIN @ 0.50/o TRENCH DRAW � P E RM I T S ET
<br /> � CONNE�T T �1'REN�H Df�AIN RDCO#2 �; � ,���q �", �_, , __,_.
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<br /> � IE: 17.00 6" NW 139 LF 8" PVC ROOF DRAIN @ O.�Q%w - CONNECT TO TRENCH DRAIN � ; <� F : ' RIM: 16.50 = M § � ��° ��
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<br /> FG: 19�14 � � �- � C3.2 RIM: �5-- 1 -�� � � � �R6F �TQ�� . ��'���'URAL
<br /> ` � FG: 19.26 29 LF 6" PVC ROOF DRAIN 6.43% RIM: � 1 � � „� ° ' � �IM�B06� W ��� 1�80
<br /> x � � @ 4 �30��LF ZURN Z886-HD IE: ��12 ,(6�) �3�4� � „ W �`'� '� � 7/5/2018
<br /> - IE. �12" (E) 5 5 � '
<br /> � �� � ��-� � ���� PROPOSED BUILDING � � � � � � �
<br /> �_ �C3.2 TRENCH DRAIN _ , y_._� �___�.� -l-�13.48 6"�Sj; ,� ' ( ) B � �( ��� � � � a
<br /> FG: 19.1,� � � � ) j � ; � ) �;�,;, , ; �
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<br /> FG: 19
<br /> 8 '` ' 56 LF 6 PVC ROOF DRAIN @ 0.50% F�` 1 �4 ��`
<br /> �7 R�M: r�� ��� - _ � _ __ 204 498 SF ; , �; ;�4��
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<br /> � � �i CB TYPE 1 L N 371293.32 � , ._ �� �`O � �� �I ;��� ��� ��
<br /> ; �� RIM: �-4�����i -�.;;�E 1309699.30 �� � ����� ���0���. � �J V� A.. _,.___. _. __ FOOTING DRAIN AROUI�D�ENTIRE BUIL�DING (TYP) .` �; � � ;a� �,�"'�+' ,�i � ', ���E�{'�r
<br /> ° �' IE: 44�-4&18" E �� • • ' 4" PERFORATED PVC SURROUN�ED BY 6." OF P�A GRAVEL 3 �
<br /> `� � � /�� N 371257.77 � � '�' '" �- 4 � RDCO#1 r
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<br /> 0o FG: 19.26 RDCO�16 --,-- � � � � � FF ':19.80 �;t ..�,,�';3�� � _ ,.�,- _ �_ _. � ji �
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<br /> RI M: 1�.78 (�, f �.---. RDCO#17 � � ` BW; �;15.50 s ;��-"AI,Fd 1` � 34858 �'v
<br /> FG: 19�23 , �,.,_.� _....,.�_ ,��, _.�,.. _� RIM: 19.78 14 � - --_
<br /> r ; ,,h IE: 17.00 6=(W) = 36 LF 6" PVC ROOF DRAIN @ 2.16% RDCO#18 � e9 = # � y FG: 19.25 , , � �i �������� `CHITECTURAL �'ssj
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<br /> : _..: �- TC: 19.48 �'_-�. , , IE: 17.00 6" (W) __...m_ .... ___..�.v... RIM: 19J8 RIM. 19.78 � F 19.06 � � E $ __,. , oNAL�$9
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<br /> .�-- �� o FG: 19.25 -�. ; ' � �'-' , ,�� ; � � , � .,
<br /> �' � - ��,LF 6 PVC ROOF �RRIN 3.00 lo FG: 19.25 IE: 17.00 6" (SW) I, �� % ' G',�':19.25 ' ' ;' , �' � ` ''
<br /> F � BC: 18.98 � IE: 17.00 6 (SW) FG� 1�.� ` FG FG`. 19.25 ` ° ' E .
<br /> � ,.��� �G: 19.25 `` � �• �-� FG: 18.43 FG: 19.08 FG: 19.25 • 18.91 i �` � �_, �l�Y�R��� NO Sl`EEPER o7/o5/zo/B
<br /> , 35-�F �" P�C ROOF �-.,_ , 12 LF 6 PVC ROOF DRAIN 4.28% �F �
<br /> , ,>' TC: 19.48 FG: 19.01 DRAIN �3.53% FG: 1�:25 FG: 19.25 FG: 19.08 FG: 19.25 @ FG� 1$.7�1 , ': ' FG: 1$.93
<br /> FG: 18� BC� 18•98 � - _ � �a �;' TWAN � RE��ER TO
<br /> FG: 19.25 F`�: 18�98 , I � `�•
<br /> FG: 18.67 F G: 1 9.1 1 F G: 1 8.8 8 F G: 1 9.2 5 F G: 1 8.8 8 F G: 1 9.2 5 F G: 1 9.2 5 FG:,19:2� �'`
<br /> FG: 19.25 FG: 19.25 FG: 19.25 FG: 19.08 FG: 19.25 FG: 19.25 FG: 19.25 FG: 18.32 FG:,`19`.25 ; �Y � �G: 19.80 �� ;° ���H�T� TCIRAL FOR
<br /> F,�'�:"17;83 FG: 19.25 r FG: 19.70 D��AI�;�
<br /> FG: 18.67 FG: 18.88 FG: 18.48 FG: 19.25 FG: 19.08 FG: 19.09 FG: 19.08 FG: 18.45 F!G: 18.3 FG: 19.62 �
<br /> `'FG: 17.�2 . FG: 18.28 .` � FF: �'�b -�
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<br /> � j =� L ' '= y �� � ,� � i i FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE A M I N I M U M R I M E L E V A T I O N O F 1 6.5 0 F I N I S H E D F L O O R F F D R A I N A G E P L A N
<br /> RfM: r?:� 0 50�
<br /> 3 =
<br /> „ i �-9,94 �F6 IV
<br /> IE: '4-�:9'� 8 (SW) ,.'��� 5� ; � ��! � �� �' ' ' ' � ' ' ; 6. ALL PERVIOUS AREAS SHALL BE RESTORED AND PREPARED PER THE
<br /> ' � ' CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND
<br /> C3.1 . � �� �� avk,, , ;. .,; -,�, . �I��� ��6". � � � �_ � �
<br /> � IE. �-�.�� 8 °°(S} ; .1 - - - �_ - ,; , . , � � - �„ y s� ;-�� � ; U; � � LANDSCAPE ARCHITECT'S SOIL REQUIREMENTS AND PER ECOLOGY BMP FINISHED GRADE FG
<br /> Q �a �� ; � � TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH
<br /> 24 LF 8" CPEP @�:':�5� � 4�--�� 18" CPEP @ � T5.13 FOR POST CONSTRUCTION SOIL QUALITY AND DEPTH.
<br /> � EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br /> SDCB#3 SDCB#2 � � i^ �' � NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL EXISTING GRADE EG Desianed bv: Drawn bv: Checked bv:
<br /> LOW SPLITTER 54"TYPE 2 CB ��.E ; � ;. # � , � .r�. BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED BEB BEB/TDW STK
<br /> 54"TYPE 2 CB � � W/SOLID LID ``k'' � ' � ���' �1` �,�, ' �� �� ' CONSTRUCTION ON THE PROJECT.
<br /> EARTHWORK VOLUMES
<br /> TOP OF CURB TC
<br /> ; � W/S O L I D L I D 3 R I M: �:� +f_�.6h ' � ''� � '�� �t yy � � � : 4. A L L S T O R M S Y S T E M S W I T H I N T H E P U B L I C R I G H T-O F-W A Y O R I N CUT: 7,050 CY
<br /> 1�
<br /> ; , � C3.2 �'' � � , BOTTOM OF CURB BC
<br /> Q ' RIM: ��:��RD RD ■ `� �E: � 12° (N) g,70 ' ��'; � ` � � '�s; � � � ; EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO FILL: 17,250 CY Sheet No.
<br /> �� IE: �:$�18�� (S) � IE: 9�:�#� 16" (E) � �p ;�,� �' r� � � x � � STARTING CONSTRUCTION. NET: 10,200 CY (IMPORT)
<br /> � IE: ��:�18 (N) IE: 'I-0�:�8" (S) '.:' 3(� ' -'��'�� � j , ; `n I ; i j 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO T O P O F W A L L T W
<br /> �� � IE: �48" NE -
<br /> �� � � ) ,�.;� �� IE: �2-�18° (N) �?.?0 � ��! � _ ' �� i � ` WqSTE, DRAINS TO PUGET SOUND". THE ABOVE QUANTITIES ARE ESTIMATES ONLY
<br /> , :l'.r� Y... :.:.
<br /> INTENDED FOR THE PERMITTING PROCESS. DO BOTTOM OF WALL BW
<br /> Knowwhat�S beIOW. DRAINAGE DETAIL NOT USE FOR BID PURPOSES. THE QUANTITIES DO �
<br /> NOT HAVE STR�PPING, COMPACTION, OR CUT OR NOTE:
<br /> C111 before you dig. � SCALE: 1" = 20 FEET FILL ADJUSTMENT FACTORS APPLIED TO THEM. FINISHED GRADE SHALL BE PAVEMENT 4 of 10 Sheets
<br /> ELEVATION WHERE SHOWN ADJACENT TO CURB
<br /> DATE: July 5, 2018 FILENAME: Q:�2017�2170746\10_CIV�CAD\ SITE PERMIT\2170746-SH-GRAD.dwg
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