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<br /> GRAPHIC SCALE x
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<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M . ," =40FEET � , _r,
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<br /> CITY OF EVERETT _ �� tt � a� _
<br /> S N O H O M I S H C O U N T Y W A S H I N G T O N . ��� �f � �� ��l� i��}:- �. • - �
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<br /> - SDCB#5 SDCB#4 � EFER 1fQ DRAINAGE � '4V ' ' � � ��'�T � ` -
<br /> SDCB #6 RDCB#2 I
<br /> a� r i ` , t-- -1
<br /> CB TYPE 1 L CB TYPE 1 L D�tA�IL 1 BELO�W ' �� � �' a� ,
<br /> RIMT1 P4 1 L RIM: 17.40 48 RIM 17 2B C3.0 ; ' f �@, �" ** � i = 1 f {� � �'� � TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> RIM: 17.41 �
<br /> FG: 19.16 RDCB#3 ;
<br /> � FG: 18.50 , N 371007.04 N 370601.39 ., � � ��,. �i, �
<br /> FG: 18.21 48 RIME17.20 , „ E 1310061.09 � � k`�' �.
<br /> N 371331.80 E 1309952.24 IE: 10.03 12 (S) TREATM WA 98403
<br /> �� '
<br /> ENT UNIT ' � � � �n, � 2215 North 30th Street, Suite 300 Tacoma,
<br /> E 1309862.59 IE: 13.15 18' (S) FG: 18.12 � � IE. 12.31 18" S FG: 17.08 ; ^t rf , i •
<br /> IE: 13.82 18" S FG: 17.75 IE: 11.04 8" W FG: 18.12 „ � ) ■M������■ ■��■ ��r■ ■wr�����������■ r■ ��!i�r�Wi��t ,, '. , , , 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
<br /> O � � IE: 13.15 18" (N) FG: 17.68 FG: 17.68 �E: 10.36 8 (W) IE: 12.31 18" N � 'S�C�CB #1 '
<br /> I E: 1 3.8 2 1 8" W FG: 17.98 IE: 10.71 12" (S) „ FG: 19.23 � ) FG: 1�.98 FG: 16.27 '" '
<br /> O I E: 1 3.1 5 1 2 (W) F G: 1 7.9 8 F G: 17.98 IE: 12.56 12" (W) FG: 1�60: ` FG: 16.10 C��J�J���'�TD �I TING PVC STUB .
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<br /> 1$ - - - $- - - - - - - - 18 � �-
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<br /> ��. i8.09 _U , y_ , . �*.��rr _ F �i #; ,:.
<br /> FG: 17.76 � o � � _ _ � �FG:"�3.33 � - � P.n.l 11 � � G Lf1C�E R
<br /> 0 4: o I o o OIL WATER SEPARA�OR , � � .. .
<br /> i . �,; ol ■ , ,FG: 12.82� , .- r; .
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<br /> 0 o cv 1 ■ f� >,.9�'.55 �
<br /> ,FG 18�06 � N'� _ ,. .�'? ,
<br /> ,� ( c�i� „ ` o c�i 7 � �` ,� 0 83 LF 18 CPEP 0.20% ; '.' : " % '_' PEAK AT
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<br /> � �tt���1����a; N� ..
<br /> ; � � G: 17.76 337 LF �8 CPEP C�ii 0.20/o � FG' 8.18 420 LF 18 CPEP @ 0.20 to � � � � �._ � , � _
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<br /> ; � F : 19.01 D FG: 18.13 FG: 'f/.34 O D D FG: .67 � FG: 1$.67 D D D
<br /> SD�B#8 � �4 8 �"$ �-� �" ��OF��d IN @ 2.16% RIVERSIDE
<br /> ' ■ RD RD RD RD ■ RD RD ' RD - � � F : 14. 5 .56%
<br /> ' FG: 16.93 FG. 13.��
<br /> � FG: 19.7 FG: 17.34 343 LF 12" CPEP ROOF DRAIN @ 0.20% 186 LF 12" CPEP ROOF DRAIN 0.20% RIDG� - -
<br /> : G: 19.19 g7 � FG: 17.34 � �/' (TYP) FG; 12.g5 �
<br /> � 103 LF 8" PVC ROOF DRAIN 1.00% N � ✓ �� 017 ser■ � ■■ ■ ■ ■ ■ ��rr�r��w�w�� � : 11.67 Client:
<br /> � TW: 18.03 @ 0 90 LF 8 PVC RDOF DRAIN @ 1.90% FG: 13.91 ' ,, �-eH-EXISTIfdG .
<br /> � BW: 16.58 28 LF 6" PVC ROOf DRAIN @ 13.53% dU FG: 16.93 FG: 19.75 FG: 16.93 0
<br /> '��: '�.77 PANATTONI
<br /> 18 d __. �� 97 LF 12 CPEP @ 0.87/0 ,,;: % ` �, FG: 16.10 �
<br /> _ RDCO#3
<br /> _._..: _ o � p FG: 19.80 TW: 18.03 0 0 _.�._r l ,, , lg S
<br /> p FG. 19.80 �, Up o TW: 18.03 � , a TW: �8.03 ' FF '19.�C1'! RIM: 16.50 DEVELOPMENT
<br /> _ _ _;' � BW: 16.58 o BW. 16.58 0 � �n FG: 15.53 �„ ' � `. RIM ABOVE FG
<br /> _ _ M...� ..___ __ B W; 16.58 .
<br /> LIMITS OF DOCK PO1�IDING FG: 19.75 � LIMITS OF DOCK PONDING �r, p � � �� h4��Q
<br /> FF: 19.80 �� RDCO#12 � : �,, N 1g � _ . � , ; -; `' : FG. 15.72 . ��, � ; = � , � IE: 11.78 8" (N) COMPANY LL
<br /> � DURING DESIGN EVEN .- � �� 19 � � _. C
<br /> i BW: 18.55 " RIM. 1�.16 � � ' FF: 19.80 FG. 19.80 a? DURING DESIGN EVENT ; 60 LF 6 P C ROOF DRAIN @, �1.02% FF: 1 � ''' ' � � ° � `
<br /> T 9.80 ,� ;-�� , , �,;' fE 11-.78 8 UV
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<br /> IE: 13.41 6 (N) � $C/V. 1�.1� , ; BW. 15.50 ;,; 900 SW 16TH STREET
<br /> __._ u FG: 18.74 FF. 19.80 `
<br /> FG: 19 "17
<br /> 1 -- IE: 13.41 6" (SW) ` � FG: 19.80 BW: 16.13 FG: 15.R4 FF: 19.80 ��� �'�.�8 ' .: PROTECT SUITE 300
<br /> FG: 19 '12 �- FG: 18.90 FG: 19.80
<br /> FF: 19.80 BW: 17.95 � � ' �CISTING
<br /> FG: 19. 3 � . FG: 15.84 ,FG: 15.84 � � , �IG�,�. 2.14� RENTON, WA 98057
<br /> � FG: 19.26 BW: 16.13 . • BW: 18.54 . FG: 15.84 FG: 15.84 : B1Fn/'.-1;9�.80 FF: 19.80 � ' {
<br /> . � STORMWATER CONTACT: DONNIE BELK
<br /> FG: 19.F�8 +��s FG. 19.80 FG: 19.80 ' � 3 BW: 14.40 ;_ : PI�MP STATION
<br /> U� RDCO#13 FG: 19.80 , FF: 19.80 � ��STA�tR ` Job No. :. �
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<br /> � >, W RIM: 19.72 FF: 19.80 139 LF 8" PVC ROOF DRAIN @ 0.50% RDCO#9 FF: 19.$0 139 LF 8" PVC ROOF DRAIN @ 0.50% --' " BW: 15.50 �;F���R TO '11�CHITECTURAL
<br /> ' � . •�� v IE: 17.21 6° (S) BW: 15.80 RDCO#11 RDCO#10 RIM: 15J8 BW: 15.80 RDCO#7 " � ' � FF: 19.80 FG: 19.80 � ^ �� ; � 2170746.10
<br /> '. ��� FOOTING DRAIN WHERE RIM: 15.78 IE: 12.76 8" (N) RDCO#8 RIM: 15.78 RDCO#6. �. BW: 15.80 RDCO#4
<br /> RIM: 15.78 � � �� � ; �'� � AD AAX SLOPE
<br /> �� ; `- LANDSCAPING ABUTS BUILDING IE: 12.76 8" (S) IE: 12.07 8" (E) FF: 19.80 RIM: 15.78 IE:����2:07�8" (E) RIM. 1,5:78 � ,.,, E��1�6.91�6° (E) �� �_� � �� <�, CENT TO Issue Set & Date:
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<br /> ` � (TYP). 4" PERFORATED PVC IE: 12.93 6" (NE) BW: 15.80 . IE: 12.76 8"(S) IE: 12.07 8" (N) IE: 12.76..8'' �N) � ' - � �3 i ; ;' BUkLDING
<br /> ; � IE: 12.07 8" (N)
<br /> cfl SURROUNDED BY 6" OF PEA IE: 12.07 8 (S)
<br /> � - `- GRAVEL. IE: 12A7 8" (S) SDCB#1�� ' ' �14 LF $" ROOF DRAIN @ 0.50% � "
<br /> ; � RDCO#14 40 LF 6" PVC ROOF DRAIN @ 1.21°lo SDCB#16 -- _._ 0 308LF ZURN Z886-HD CB TYP� 1 � " . ':�'1
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<br /> � RIM: 19.78 CB TYPE 1 139 LF 8 PVC ROOF DRAIN @ 0.50/o TRENCH DRAIN
<br /> � Ro�o#2 � p} PERMIT SET
<br /> IE: 17.00 6" (NW) 139 LF 8" PVC ROOF DRAIN @ 0.54°/a-- CONNECT TO TRENCH DRAIN C3.2 R MN�.75 T�J TRENCH Df�AIN RIM: 16.50 €��F�R TG7 A '
<br /> FG: 19..�14 o RI M: 15.75 � RCHt�``ECTURAL
<br /> FG: 19.26 29 �F 6 PVC ROOF DRAIN @ 6.43/0 4 308LF ZURN Z886-HD IE: 13'.40 12"I E , '� RIM ABOVE FG FF: 19.80 ' '
<br /> ( ) � E�� 13.��
<br /> IE: 13.40 12" (E) �'` c [,� 1 A'(� � . 7/5/2018
<br /> FG: 19.16 - �: SDGB#�7
<br /> _C3.2 TRENCH DRAIN ��O�O V L D V� I L D� 1 V V ; __ � `� , ? ?j . , II�: 12 35 8° (E� BW. 15.50 . . � .
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<br /> F`G: 18.�44 CB TYPE 1 L _ ' � � _
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<br /> a �O`'t,4 9 8 S F f � ;i 56 LF 6"�PVG ROOF DRAI N@ 0.50% , . ' F�.�15,47
<br /> FG: 19."17 SDCB#8 RIM: 18.20 . w
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<br /> � � � CB TYPE 1L E 1309699 30 '"��� '�.w_ - "�� ��� ��� � FOOTING DRAIN AROUND'ENTIf�E BUILDING TYP -�''�� � �I !,�� �� �� � �
<br /> � o R�M: ,7.49 FINISHED FLC�C�F�:-_�1�9.80 � � „ � � �� � �� � , � ������ KE
<br /> N 371257.77 IE: 14.16 18" (E) � .., 4 PERFORATED PVC SURROUNQEp Bl{6" OF P�A GRAVEL RDCO#1" � 4 :j' � ♦~ ; `�� W��'
<br /> : � E 1 3 0 9 5 6 6.4 1 �E: 1 4.1 6 1 8° (W) "` . � �' W
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<br /> w � IE: 15.16 6" SE �.._ ...� .� _......__ �., �; f , k t ��0 � � �
<br /> IE: 14.44 18 (E) � � � RIM: 16.50 � � � � � ���`� r�' �C�'
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<br /> �- RIM ABOVE �G � � ,� ; � �.
<br /> � , ; � FG. ��.��
<br /> I � U IE� 14.44 18" (SW) _.. � . � i f` � � ; IE: 12.63 6" {�) '�'"'�' + �
<br /> r � oo FG: 19.26 -�- _.._ ___ ..__._. ____. _.--� � � � � � � Oa ; �! :�
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<br /> - LF 18 CPEP 0.20/a RDCO#16
<br /> � ---- _ RDC�#15 ° ,--�. -; �r � , ;3� __ _..-�
<br /> FG: 19<23 . � �� RIM: 19.78 RIM 19.78 , RDCO#17 , � 1 � BW. 15 50 �T�IR� ��'o � 48 �o w'�'�
<br /> �� ^ ~�� _ _ �-- � � ) RIM: 19.78 36 LF 6 PVC ROOF DRAIN @ 2.16/o ; � � �,G 58
<br /> �__ ,,- __ � ) __ y RIM. 19.78 ; �' 3 � , .
<br /> , ' ,.. - �� a FG: 19.25 . „ � , r FG: 19.25 � RE�rER T�� CHITECTURAL �'�S rsT� �1�
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<br /> IE: 17 00 6: W ' o RDCO#18 � 4
<br /> k '=`f T TC: 19.48 `, , � IE: 1"1.006" W •, . k• ; S�oNAL �
<br /> - �LF 6 PVC ROOF DF2`AIN @ 3 00/o FG. 19.25 IE. 17.00 6 SW �': � ;
<br /> FG. 19 06
<br /> : BC: 18.98 ` FG: 19.08 FG: 19.25 � � � ) FG, 19.25
<br /> � �G: 19.25 ,� . ,- IE: 17.00 6" SW ��:19.25 i , _
<br /> '' TC: 19.48 �`*-�-F 6_ PklC ROOF --._ , ' FG: 18.43 �� o ' �.:. , '�FG: 18.91 FG: 19.25 ; �}[;�/� (�yq�� NO STEEPER
<br /> FG: 19.01 0 12 LF 6 PVC ROOF DRAIN 4.28/o f "' ,. ; `�'� O///5�/20/9
<br /> ` DRAIN @ 3.53/o FG: 19.25 FG: 19.25 FG: 19.08 FG: 19.25 @ FG, 1�.71 , FE`.,�s; 18.93
<br /> FG: 18;1� BC: 18.98 FG: 19.25 - F�: 18.98 � ' ���N �°��. REFER TO
<br /> FG: 18.67 FG: 19.11 FG: 18.88 FG: 19.25 FG: 18.88 FG: 19.25 FG: 19.25 FG: t19;25 �~ � ,
<br /> _. ,
<br /> ' FG: 19.25 FG: 19.25 j FG: 19.80 ' ARCHIT� TURAL FOR
<br /> FC�'17:83 FG: 19.25 FG: 19.25 FG: 19.08 FG: 19.25 FG: 19.25 FG: 19.25 FG: 18.32 FG.;19.25 � ' F G: 1 9.7 0 C�E�A I I.$
<br /> - F G: 1 8.6 7 F G: 1 8.8 8 F G: 1 8.4 8 F G: 1 9.2 5 F G: 1 9.0 8 FG: 19.09 FG: 19.08 FG: 18.45 � t � �
<br /> FG: 17.�2 FG: 18.28 FG: 18.3 FG: 19.62 � �F 't�J.$0 . ,
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<br /> FG: 17.$3 , �
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<br /> FG: 17.67 o SDCB #11 � ` � FG: 17.7'�5r ; No�CE
<br /> � CB TYPE 1 L. „ � �
<br /> . � _... � � LF 12 d1 C�52 @ �� � FG: 17.6� �
<br /> _. _ ____...- --.. � ._co ____7. �FG. 19. 5 _�� __. 16
<br /> 9 .r� _.,... _ 1p � FG. 17.�68
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<br /> _ � ,, 19:08 @ _ 3%A_ . FG. 19.0$ . _ _ � FG. 19.06 __ , C� , , ,�ooawar rs r-at us�
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<br /> � _ FG. 48:59_ _ __ _. _ .. _ F6. 18.�z ___ �� FG:i ,2$ . . � - ----- __ , f __ � � FG. 19 6
<br /> , ( _ lE. 15.18 15 (N) $ BW. 13:50 FG. 19:26 � FG. i9.35 _ ___.. . __ _ ._ FG. 19.00 16 FG. 18.93 , F .7 � �� , ,
<br /> _ 15 E--- RIDGE (TYP} ; _ , . ,� . � �U�' 15 ,p ; -� ARCHITECTURAL
<br /> f:E. 15.18 12 (S) . . FG. 19.23 � FG: 18.90 : � ; ` . d: �C..,�: 15.6q ;; �; : .
<br /> � FG. 18.92 TW. 18.37 . , ,� ;. ` `FOR DETAILS. .' '
<br /> ', � � � F � 18.59 ' i :' ° . : . � ' FG:`19.14 , � 15 �IDGE (TYP) ' � 15.�� ,: •
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<br /> O , IE. 15.75 6 (E) IE: 16.23 6 (NE) IE: 16.47 6 (NE) MATCH EXISTING
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<br /> IE: 16.74 8° (S) . ,'`� ��' �'V��i�E..�+ .. .
<br /> TREATMENT UNIT SDCB#1 ,{, � , '; , ♦ ,; � I . ; `�1"� �'(1�7 4aF` ' " � ' • �
<br /> OLDCASTLE PERKFILTER 48�� TYPE 2 CB � ��- ' ' ! ' ,. CITY OF EVERETT STORMWATER NOTES GENERAL NOTES LEGEND
<br /> RIM: 16.83 29 LF 8" CPEP @ 0.76% W/SOLID LID tr j } , i� � � � � � � RETAINING WALL DESIGN - 1i14/2019
<br /> 1 � �� � '
<br /> C 3.1 IE: 11.73 8" (N) RIM: 16.50 �r � � , ,� � � , , : 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEAL E D, O R 1. CONTRACTOR TO COORDINATE DOWNSPOUT LOCATION WITH TYPE 1 CATCH BA S I N ■
<br /> _ IE: 9.42 8" (S1 _ _� IE: 9.20 16" S ! ��..� ' ' PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE ARCHITECTURAL PLAN. Revisions:
<br /> _ _ _ _ _ _ _ -- ��: �� C� � �� � � I � (EXCEPT WHERE
<br /> 6� IE: 9.20 16" (W} �'� __� ,� � i � I � � ; CITY OF EVERETT. 2. ALL ROOF DRAINS TO BE 6" RIGID PVC EXCEPT WHERE NOTED. NOTED AS TYPE 1 L)
<br /> 9 LF 8" CPEP @ 0.90% IE: 9.20 8" N ` i � ;;; : � ` 3. PIPE BEDDING AND BACKFILL SHALL BE IN CONFORMANCE WITH THE CITY PER COE STD. DWG. #402, 403
<br /> O _ . � ,� f � � � , 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT
<br /> � O • 43 LF 16" PD 0.47% T � Y ' * h`��� i � DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE EVERETT STANDARDS. Sheet Title:
<br /> ,� � _ _ { WSDOT/APWA STANDARD SPECIFICATIONS FOR R OAD, BRI D G E, A N D M U N I C I P A L 4. FOOTING DRAINS SHALL BE CONNECTED DIRECTLY TO THE STORM DRAIN TYPE 2 C AT C H B A S I N Q
<br /> O I L W A T E R S E P A R A T O R E� 'C 6"'S T t J R I G� I { y C O N S T R U C T I O N C U R R E N T E D I T I O N). S Y S T E M. P E R C O E S T D. D W G. #405
<br /> � ; GRADING AND
<br /> OLDCASTLE 612-2-CPS � � 52 LF 16" PV C @ .4 6% G;O N I�IE�T TO EXISifING`�PVC tT;IJ� 3. A P P R O X I M A T E L O C A T I O N S O F E X I S T I N G U T I L I T I E S H A V E B E E N O B T A I N E D 5. RD C O#1, #2, #3, A N D A S S O C I A T E D D O W N S P O U T C O N N E C T I O N S S H A L L H A V E
<br /> RIM: 17.90 �... .=:;. ,L ` ,� ; � ; , ; FROM AVAILAB�E RECORDS AND ARE SHOWN FOR CONVENIENCE. THE A MINIMUM RIM ELEVATION OF 16.50 FINISHED FLOOR FF D RAI NAG E P LAN
<br /> 3 IE: 11.91 8" (SW) 5, I�:-9 QQ 1;6 (N);
<br /> C 3.1 . ,,. ' . j��;:� � 1a g° �� -_=' , ' , ' j C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R V E R I F I C A T I O N O F L O C A T I O N S A N D 6. ALL PE R V I O U S A R E A S S H A L L B E R E S T O R E D A N D P R E P A R E D P E R T H E
<br /> IE. 14:59 8 (S) - - -- -- -- -r' - � LANDSCAPE ARCHITECT'S SOIL REQUIREMENTS AND PER ECOLOGY BMP FINISHED GRADE FG '
<br /> _ _ _ __ � � i . ; u,�; � ; TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH
<br /> 24 LF 8" CPEP @ 0.95% � 18 LF 18" CPEP @ 3.24% � g , - _�' �_ , EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL T5.13 FOR POST CONSTRUCTION SOIL QUAI.ITY AND DEPTH.
<br /> SDCB #3 SDCB#2 y � �� � + 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 ``' ��' -`��"' " �: , � , ' BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED BEB BEB/TDW STK
<br /> �' � 54" TYPE 2 CB 3 � � W/SOLID LID � �;��, �""�� � {i�,.�,��, � �"� � CONSTRUCTION ON THE PROJECT. EARTHWORK VOLUMES TOP OF CURB TC
<br /> ;� W/S O L I D L I D R I M: 1 6.5 0 �;� ,,`��. �-t> ' '� ��� � � � 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
<br /> C3.2 � - ,�- � ; CUT: 7,050 CY
<br /> i Q s RIM: 17.28RD RD ■ IE: 9.66 12" (N) � � '�° ��� �� � � ; EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO FILL: 17,250 CY BOTTOM OF CURB BC �
<br /> a IE: 12.81 18" (S) ' � � `
<br /> �` IE: 9.44 16" (E) �'` � �, E " STARTING CONSTRUCTION. Sheet No.
<br /> '� Q l7 IE: 12.14 18" (N) IE: 10.10 8" (S) '� ` `��T � ` j � � �' � �� ! � 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO NET: 10,200 CY (IMPORT) TOP OF WALL TW
<br /> � �� IE: 12.14 8" (NE) �. IE: 12.22 18° (N) ± ' � � � I � , WRSTE, DRAINS TO PUGET SOUND°. THE ABOVE QUANTITIES ARE ESTIMATES ONLY
<br /> INTENDED FOR THE PERMITTING PROCESS. DO BOTTOM OF WALL BW
<br /> � Know what�s below. D RAI NAG E D ETAI L NOT USE FOR BID PURPOSES. THE QUANTITIES DO ■ , ,
<br /> NOT HAVE STRIPPING, COMPACTION, OR CUT OR NOTE:
<br /> C111 before OU C,) . SCALE: 1" = 20 FEET FINISHED GRADE SHALL BE PAVEMENT 4 of 10 Sheets i �
<br /> Y g FILL ADJUSTMENT FACTORS APPLIED TO THEM.
<br /> ELEVATION WHERE SHOWN ADJACENT TO CURB
<br /> DATE: January 4, 2019 FILENAME:\\ahbl.com\data\Projects\201712170746\10_CIV�CAD\ SITE PERMIT12170746-SH-GRAD.dwg
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