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p
<br /> 1 I 2 I 3 I 4 I 5 I 6
<br /> 590 590
<br /> RIM ELEVATION PER PLAN
<br /> SLOPE GUTTER TO DRAIN •,,,C"' k* /
<br /> TO FILTERRA UNIT 5% MIN. f _ - SIDEWALK AND DYKE M A N
<br /> 585 F- X w O O 585 <• ° "'� INTO FILTERRA UNITD 5% MIN. _ '
<br /> >< -1 W - -1 �r rn w 6' ° a o CURB PER PLAN j f r
<br /> W �� _ w I w I v ARGHITEGTURE 0 DESIGN
<br /> 0 o z cin `'' w Cn z o = o w z v`~' ¢ z °�° I I SIDEWALK AND
<br /> .�.._. 2 COO Z N �? Z v M
<br /> • r u T , °° . CURB PER PLAN
<br /> N N M O O cn L. , N ,O d' m m •
<br /> W..� 4 4 to Ft to N Z 4 4 N O N....h.:.r< l0 L M CC to 580 1 DvaQ �o�a < < o° �� < www.dykeman.net 17 West Marine View Drive
<br /> 580 ..:�, �,_ ,� ti
<br /> 425
<br /> z o re) �c, Lc) I1 to CO�, I I w p oo cn n P f"i cD 0 to I I z z II I D "U Q
<br /> COc0 COc0 W to W u7 °<° ° " ° - - - - -° J `< 259.3 6?(T) 2nd Floor%Ever +WA 98201
<br /> OOrnt� II II = g + O � 11 _ Q � r.: II F- Z � M � II F--- B O 11 O 000 �� DOOI g< < °
<br /> + � Z z p oo z p 1- + ^ 11 F- 0, + � II z O H- 1= 0 �� 0 a- - -
<br /> Q, to .. o co z (n o CO z o c) O co z O c.) z c..) oQ o'' ° O -- .....�.....»... ,
<br /> E to w w t,.i to w w to _ w w - w _ r nn / 4
<br /> - - , N W_ - - �- -- l�] W N W W W O I IV/4r \OOQO��� ° ° °' < e N ~ ° ,'! /. /. %/.��/. /. /.��/, /. /. /, /. /.��,.../.��/.mm.,i / ° E
<br /> co 1- IIx vi
<br /> II = mph¢- II -. � map ¢ 11 - � - 2 zw zw _ 10 WARk__,40
<br /> ° <1 �/ 0.*jr#0 A .0
<br /> i f CONSULTANT:
<br /> N N N �' N CV �' J f- 00 N O - O - 575 Ooo ° ^ ° < M j575 � v) E .- - .� c) v) E , , c) o_ � �00N � t1. � = 00d- 00 �- LI,1., x) 10 D < <
<br /> Uggi3E, �O Z ° THROUGH JOINT
<br /> L1 < Y.•nr ' •i,it,,,tR �crc'rr,etr_.e-'r.ee„,- •;,,;;,�
<br /> 36" ACCESS I I 1 o e ° ° ° ° ° ° ° ° ° < . ?
<br /> 570 570
<br /> EXISTING FINISHED RISER (TYP)
<br /> II
<br /> GRADE GRADE -- ,-- PLAN VIEW ° < ,,, SECTION A-A
<br /> - 7 - 90 LF 96" SD @ 0.50%
<br /> 1601 5th Avenue,Suite 1600
<br /> 565 1O1 Seattle,WA 98101
<br /> 206.622.5822
<br /> Q r, ;
<br /> 4 565 www.kpff.com
<br /> - o FILTERRA UNIT FT-93 & 91 1 -
<br /> LJ _ SCALE: 1"=2' C2.0
<br /> 560 31 LF 1.2" SD @ Q,7.5%.................................. - 560 REGISTRATION :::::::P:
<br /> 18 LF 4" HDPE FM @ 0.50% RIM ELEV WELDED PLATE ON RISER TO
<br /> T _ PER PLAN DIRECT OVERFLOW TO CB-120 ..os\ I �,c�4•�,° .�'cn6" ANTI-FLOAT2'x2'x4' ECO BLOCKS WITH - - -- -- - - `�0.50' MIN. 71:1117:0:
<br /> � /fr;� �555 STQRMIIATER7 GALVANIZED STEEL TIE DOWf 555
<br /> VALVE VAULT BASE EXTENSIONSTRAP. SEE PLAN FOR LAYOUT OVERFLOW TO ° ° ° r az
<br /> EVERGREEN WAY ° `/'oy���'CI STER��
<br /> 15 LF 8" SD @ 1.00% _ SgIONAL �'
<br /> o ,,/- STORM DRAIN 0 1
<br /> 550 FROM CB-20 ��
<br /> ''
<br /> /0/.25" o
<br /> 550
<br /> -c; MAX PROJECT IDENTIFICATION: D
<br /> D INVERT ELEV - ' :' ; - WSEL
<br /> DETENTION TANK PER PROFILE ° ° °
<br /> 8.00" ° Evergreen Branch
<br /> DETENTION TANK PROFILE A HEADER ° < MORTAR SLOPED o
<br /> 1"=5' V I 1"=20' H C2.0 ° � TO DRAIN `-J Library
<br /> \
<br /> . / �/ \�'e 4" SHELF o Expansion
<br /> I , WIER (DESIGN o _ NY ° SEE NOTE 1 p
<br /> 36" ACCESS RISER 24" FRAME AND FITTINGS AS REQUIRED SUITABLE NATIVE OR \ / \°` BUILD BY o °
<br /> 610 GRAVEL BORROW AS CONTRACTOR) SECONDARY \ FOR
<br /> BEYOND (TYP.) COVER (TYP.) _ PAVEMENT PER PLAN DIRECTED BY - \ A 416 " \ <
<br /> GEOTECHNICAL ENGINEERy ..---,....._>. ' 8 7/8 "ORIFICE o City of Everett
<br /> I ON 3 STUB a'
<br /> II 'A \
<br /> 0.50 I f
<br /> 3.44' MIN. /`
<br /> - \ 77/,), -PRIMARY
<br /> LADDER RUNGS (TYP.) oun• o`-O • o 0.noan •eto...`n• o,_n•o°n • c_o • otn • o .n •on •oUn• o-.n • .!,' , -�, � %°• ° \
<br /> 2.00Id
<br /> AT
<br /> \ o•OCn •O°O •000•0
<br /> 00 • o -( 1O?O • oun • OcO • OvO • OnO• oGn •oGn •oGO• OCO • C °o•o°O •Oc / DISCHARGE TO \ -I
<br /> o°O• o°o • o - °O .o°n •o°n• O• O°n• o°o • O .O •ot'0 •ono •ocn•oGO • o .n • o .c • ouO•O .o• \ PUMP STATION \ •' 9512 Evergreen Way!O •C . c'o ___--- _ o . .n • p'n• o'O • o°n • o'n•o0.n• p'n. i--� . ° / N ° N • ,_....-›.•\ GALVANIZED STEEL TIE 0:0 • 0 . • o �;,\ • •°0°0• 0°.0 03'x'0o°-n°p°. � / < fi ° \ _ -- 446\
<br /> \ oon• o•- - 0 � / Everett WA
<br /> 98204
<br /> \ DOWN STRAP TYP .---\\,, !0 • 0 -0•.0 9 •0-0 •0!o. !
<br /> \ !0•0C!0 • 0
<br /> 0,,o° , • °n • o'-0
<br /> •O."-0 • o°O o° o�°On oOo°O •
<br /> / NOTES:
<br /> °°
<br /> \ n ., - o "n •o'n • o'n• o 'n SD PIPE(S) /
<br /> INVERT ELEV
<br /> o° •e°-n •o o .n .o°n .°o°.n ,./ 7o°n. o °n • PER PLAN / 416 ALUMINUM LIFT\ . n \ o nn n - TAPPING TEE ‘,.0•0-.0 •0°. N PER PROFILE
<br /> \ ° .n . .noo ''0000 SHELFW
<br /> \ 2'x2'x4' ECO 0oo: 0 °• 0! : ; o0: ' � '0 . :0 _� 1000.0•0 / SEE NOTE 1 1. RESTRICTOR UNIT SHALL BE GATE ON 8O STUB
<br /> °\ / CONSTRUCTED OF CORRUGATED OVERFLOW TO .
<br /> •
<br /> \ BOCK (TY ) •o
<br /> o on o°n• o - • •
<br /> noo�no / W
<br /> \ •xo .0 '0 • .. oo'00 ALUMINUM PIPE ALCLAD 3004-H34, EVERGREEN WAY
<br /> .0RESTRICTOR PLATE
<br /> \ ,n `1.0 o• o°n • o oao•no° / o
<br /> BID SET
<br /> SEE NOTE 1 T \\ '� 0on o . 0 o`n • Q°n o'n ,
<br /> o°n .o° . o°n. o 'n:o n:o-.n • / / 1AASHTO M 197-82(1986) OR EQUAL.
<br /> GALVANIZED STEEL WILL NOT BE
<br /> PERMITTED. ' WTH 13/16"0 ORIFICE ° : N
<br /> ° - --
<br /> \ a<. <. <. � . 1 � ° Q °• m < e ° This drawing is:
<br /> C. a e a a ° ° < °°
<br /> 1. Copyright 2017 Dykeman, Inc. C
<br /> \ ': , / ° ° °< ° 2.The Architect's Instrument of Professional Service.
<br /> / 2. SEE COE STD DWG 415 FOR RESTRICTOR 6" ANTI-FLOAT
<br /> \ R COMPACTED CSBC 3. For use on this project only. Obtain Architect's
<br /> . o / written permission for any other use or reproduction.
<br /> .o. o o`O .0 ;,4 '.0. . '�oo �n oo 'n •..`".0 .00 0.,.o n ,o `-'n ••o -n o "-n o "n ••o Un ,o�U�n o Un • o -n o _07,,,,> 4.0 .0, �����•°o � � o._n o���.� INSTALLATION INSIDE CATCH BASIN. - BASE EXTENSION
<br /> REFER TO DESIGN PLANS FOR CATCH
<br /> PLAN VIEW SECTION A A
<br /> DETENTION TANK (TYP.) BACKFILL IN AND AROUND
<br /> BASIN SIZE, INVERTS, AND SIZE OF PROJECT NUMBER:
<br /> NOTES: 6" CSBC ECO BLOCKS WITH CDF CONNECTING PIPES.
<br /> 1700170
<br /> 1. 1:1 LAYBACK SLOPE IS ASSUMED FOR PERMITTING
<br /> PURPOSES. CONTRACTOR SHALL FIELD VERIFY FLOW RESTRICTOR ASSEMBLY 2 REVISIONS:
<br /> MEANS AND METHODS BASED ON SITE CONDITIONS.
<br /> 1" = 2' C2.0 MARK DATE DESCRIPTION
<br /> 08-07-17DD COST EST.
<br /> DETENTION TANK SECTION B 08-17-17 DD SUBMITTAL
<br /> ELECTRICAL CONDUIT FOR PUMP CONTROL/POWER 08-14-18 PERMIT SUBMITTAL
<br /> SCALE: 1' = 3' C2.0 CABLES COORDINATE WITH ELECTRICAL
<br /> 09-10-18 BID SET
<br /> CONTRACTOR FOR SIZE, MATERIAL AND LOCATION.
<br /> POWER CABLES SUPPORTED BY STAINLESS STEEL
<br /> ALUMINUM HATCH COVER FLOAT HANGER. PUMP POWER CORDS NOT SHOWN.
<br /> STEEL COVER WATER-TIGHT CABLE GROMMET
<br /> PRESSURE r GALVANIZED DIAMOND PLATE
<br /> a GAUGE COVER
<br /> FINISHED GRADE
<br /> °
<br /> SURFACE TREATMENT
<br /> 3 ° I _ I 1111 III I L
<br /> a
<br /> 140
<br /> ° a I L = PER LANDSCAPE
<br /> " °
<br /> 4" CONTROL ASSEMBLY GATE 44
<br /> DUPLEX
<br /> & CHECK VALVE a ° JUNCTION BOX
<br /> B ' 4" FORCE MAIN HDPE r °of B
<br /> c\iMI
<br /> " DISCHARGE PIPE TO CB-11 _ ° °° �/ PROJECT TEAM:
<br /> 2 STAINLESS STEEL I IE- 564.40 FLOAT TREE r- CONCRETE 2 X3 X3 ,
<br /> 8 - PRINCIPAL IN CHARGE: I MAV
<br /> GUIDE RAIL ASSEMBLY - , . HANDHOLE �, SUITABLE NATIVE OR
<br /> o (TYP.) V ))° ;•/ GRAVEL BORROW AS PROJECT MANAGER: I AGC
<br /> 'p," [ [ i Ilii�L_ °
<br /> �" °° \ I PROJECT ENGINEER: I CB
<br /> ,� ° \ / A
<br /> DIRECTED BY
<br /> ° L 0C,
<br /> GEOTECHNICAL DRAWN BY: I TAD
<br /> ° \ 2"X4" REDUCER n �0 00 a ° ° \7000 ENGINEER KEYPLAN:
<br /> W 4" HDPE ° a ° ° ° a 1 \ <, a o oOC C
<br /> �° / ° HWL ALARM o00�0 �oOCI
<br /> FM \ \ , a a EL 565.94 0Rnc -)00
<br /> ° ',. 2" FM � ° \ CONCRETE 5 X7 X5 000,-;)C� o�6 ,
<br /> _ _ ° �I �.,,,.� \ VAULT ° o < 0c
<br /> : _ 8" INLET
<br /> SEE A/C2.1 Noonan Igar,,i GEOTEXTILE FILTER
<br /> 4� aPUMP ON000.0 � FABRIC "MIRAFI 140N"a � �ill ,.• ° ° -
<br /> - I ' ° 1 LIFTING CHAIN EL=556.94 ��Oc- OR APPROVED EQUAL
<br /> 2 PIPING AND SHACKLES 00
<br /> 411. IC --r-1- - _ _
<br /> PVC
<br /> ° I S�n .o�n .o °n • o n .o n . DRAIN RPIPE DWITH
<br /> " 2,, FM 1 1 / STAINLESS STEEL 00°0 °0 on 0 0
<br /> 4 90 DEG ° Itti, R� ° on .o°n .
<br /> ATIONS DOWN.
<br /> BEND II II►SII I " I • ���ii]`' ' '' � GUIDE RAIL SYSTEM 96 DIAMETER n ° n SLOPPERFE AND DIAMETER
<br /> ° .�.. :-" ��� MANHOLE � on on �� ��°
<br /> `.�i In / n n n n PER PLAN.
<br /> O \ ° ° ` o n Q o n •o o n •Q o n • o o n Q o
<br /> - =r. 1 ° °.
<br /> m PUMP OFF
<br /> H 0 Q ° °/ EL=554.94 ,\��\�\Y'\/ \‘ \\'`\�\'\' ° GRAVEL BACKFILL DRAWING TITLE:
<br /> " " /CHECK
<br /> ° I / PUMP NOTES• I II�� ° LOW WATER ALARMFOR DRAINS
<br /> 2X4 REDUCER ° (2 TOTAL) 1• DUPLEX SYSTEM USING LIBERTY LE40 SERIES OR Q II PUMPS) EL-554.44TRENCH BOTTOM DRAINAGE
<br /> APPROVED EQUIVALENT. a ° , BTM ELEV-553.44 0% SLOPE A
<br /> A GATE VALVE VALVE °
<br /> 24" MIN DETAILS
<br /> (2 TOTAL) (2 TOTAL) 2. EACH PUMP SHALL HAVE A MINIMUM 70 GPM CAPACITY. ° °° ° ° a ° ° 6" ANTI-FLOAT
<br /> BASE EXTENSION
<br /> PLAN VIEW WITH VAULT 3. PUMPS SHALL FIRE IN AN ALTERNATING SEQUENCE. SECTION VIEW
<br /> N
<br /> N ALARM/CONTROL PANEL AND WIRING DESIGN BUILD BY
<br /> CONTRACTOR. PERFORATED STUB-OUT DRAWING NUMBER:
<br /> N
<br /> r: PUMP STATION 3 CONNECTION BMP 4
<br /> NNTS C2.0 NTS C2.0
<br /> 1
<br /> C2 •
<br /> 1
<br /> I 2 I 3 I 4 I 5 I 6
<br />
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