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UCiAIN � I TI''.) \ ?# <br />(IS]S Cis (is (IS 0S CIS SUPPORT <br />OVERFLOW <br />\ EX. GRADE (yrs <br />z`f COMPACTED �g <br />I LF t� r r \ FILE (5 C DRAINAGE GEOTEXTILE �! � <br />(MIRAR 14ON OR EQUAL) <br />ti':? {` PVC TYP. �� - FINISHED GRADE ±195.0 % <br />p (TOP & SIDES ONLY) .� <br />r _--vrr_--I___®____r-�__-.____-rr_____________.�.. --- '� <br />OVERFLOW STRUCTURE DETAIL <br />__12 NOT TO SCALE <br />--- -_ ` <br />MIN <br />,e•'/" ASHED � RO K 1 1 f 2"-�3 f 4'®— 5' <br />5 - . M _. tf ' -ay7Y�'i'r a'-a7'�s a'.'ay ?' y •rs1s • tr} <br />i,t w ; OVERFLOW r_r__rrrr__r__r___rr ___®__ ____ _r_rr_� _®_®_ __ ____ _ _ _ _ _ 70_ � t3� <br />? ,., . , ,. .; f STRUCTURE�w` W/SOLID LID <br />' RIM=1 FINC <br />6" FLE XII�LC MESH 1 5ay PEt�FOIRATCE7 <br />IE(S)=192. _:._ SCREED MIN <br />------------------------------ ---____r____® _�_rr___ <br />_PERFORATED <br />t CIS/Sump PIPE <br />_ <br />() 0'x3' INFILTRATION IE(S)= 193.0— <br />< � TYPE L VwM TRENCHES (SEE DET.) l �l�,1�/}=� �.�.� COMPACTED FILL i � • � . �® . ` <br />l b E C` w (SEE NOTE) <br />m ,06 <br />�'` GRATED LID vk� <br />' a %a ys3i l6V1=-191.�� FINISHED GRADE ±195.0 — .— — — — — — — —. — — — <br />,-` EX. GRADEVIEW <br />33 LF �,, PVAC— _ m _g— m <br />1E)-1 9.70 ('" PVC) g w.. SECTION N I� • • —� 6 LF 6 <br />_, !E(E,)=169.70 ` 6 PVC) :° 2 x1O PERFORATED SEE NOTES / �// 1 <br />STUIOU T CONNECTION ) T CLCV:=194.0 — — — — — — PVC (TYP.) <br />� �3 �E():=="1 S9.7O (g !�°��) ��v �; '., — � f I�AII'��CE c�E�D�"EB(TfLE <br />________ <br />(SEE DET..)--------..__._-- <br />`��{�} � � (�IlRA�'I 14'ON OR EQUAL) <br />M m. ±30 12"� (TOP eke DE ONLY) <br />/ <br />SIDES O Y) <br />... _ COV`D DECK <br />1 . % <br />` ^ <br />ROOF <br />LA A�5FL - <br />ye PERFORATED PIPE <br />IN <br />i i w.. w +4 6i; LII'iIIRNEL7 — — ---- — — -- — — — <br />`'' f , i ELBOW <br />6„ PVC M LLEV.=192.50 INFILTRATION TRENCH TYP. <br />{ < r ,' E } i <br />Rely s: 15 y S PVC _ <br />t} — --— — — — — — — <br />SUMP f <br />12\ rP C',$ <br />WWASHEDROOD OVERFLOW <br />�SOLID LID of <br />1IN. <br />i 89.1E. i 18" CPEP ADS N-12 (2) DOt�NTUfRNELi <br />SEASONAL HIGH, G,RCIUND WATER ELEV. OVERFLOW STRUCTURE ELBOWS AT INLET <br />N E I E7 f "9`o J�3 v" (SCE E7CTfi+IL) <br />c OR HARD PAN <br />PROP. SFR <br />z MAIN FLOOD INFILTRATION DETAIL <br />ELEV.— BOO 5 NOT TO SCALE <br />"INt <br />BASIC DRLPNAGE NOTES <br />b nd 6 0Y <br />.Yl <br />n*" <br />` M 1. NO PART OF THE DRAINAGE_ SYSTEM SHALL ICE COVERED, CONCEALED, OR _PUT INTO USE LLJ <br />l t.z t UNTIL <br />TI `�' HAS BEEN <br />INSPECTED, <br />�e TESTED, <br />7 D N ACCEPTED <br />C PT D BY gig- CITY <br />�••�( ER `g *NOTE: <br />"C. iFVS' 3 kL !.Y C—$AJ E3LEi BNSE—Ei: I EDy d ESTEEdy A8'd.D A'1 i.e�e.s Ek— h' L!.! L3 1 THE l.r! I 4 'is'P�Gtl1E I C°d 'a.6TE. <br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CIl Y OF EVERET I DESIGN AND A I�AXl�IU TRIBUTARY ROOF AREA OF 2,700 LU <br />i Y ��� y ✓ CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SF SHALL DRAIN I O THE I F6LTRATIOi TRENC! ! <br />z ; <br />SPECIFICATIONS FOR ROAD, FRIDGE, AND !'MUNICIPAL CONSTRUCTION (CURRENT EDITION). MANIFOLD SYSTEM. THE REMAINING ROOF AREA <br />LESS THAN 3,332 SF NO RUNOFF SMALL FEE <br />3 APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE ( ) <br />_ E THE PERFORATED <br />f RECOfRDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE I�LSPC�NS!!3_L <br />I`lGHTLINED TO THE WEST TO <br />,r' FOUR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES STUBOUT CONNECTION. <br />_ SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION THENOUN <br />CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS !INSPECTOR AND ANY CHANGES REQUIRED <br />w^^w ^ <br />SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED *NOTE: <br />\ - CONSTRUCTION ON THE PROJECT. IF EASTERN NEIGHBOR DOES NOT PLAN <br />ii i - ..-• � � t L, w <br />N. ALL STORK SYSTEMS WITHIN THE PUBLIC RIGHT —OF —SAY OR IN EASEMENTS DUST BE TO ALSO REMOVE ROC6C—FILLED TRENCH <br />£ iLU <br />STAKED BY SURVEY FOR LINE AND GRADE PRIOR O STARTING CONSTRUCTION ON THEIR PROPERTY, THE TRENCH SHALL <br />' . ALL CATCH BASIN GRATES DUST BE STENCILED C7I� STAMPED ED "DUMP NO WASTE, DRAINS T�3 ICE WALLED OFF AND AN S—INCH PAC <br />SECOND FLOOR STREAM, LAKE, RIVER, PUGE I SOUND, OR WETLAND_ CHOOSE APPROPRIATE T E FEATURE FOR <br />' z ,, PIPE INSTALLED TO CON �°( FLOIS <br />PATIO (90 SF � AROUND THE PROPOSED INFILTRATION 0. z <br />v T`(P.) THE PROJECT. TREN�f IES AND INTO THE CD '!THINla <br />t zF PALER DR. THE PIPE SHALL HAVE A <br />MINIMUM SLOPE OF 0.5%. <br />FILL INSTALLATION NOTE: <br />" ALL FILL SOILS TO BE IMPORTED AND PLACED IN THE <br />COV_ <br />D T YARD SHALL HAVE A MAXIMUM GRAIN_ SIZE O!- <br />PORCH FROM <br />,_>,w %„ ...._ �, 3 INCHES AND A MAXIMUM 6 PERCENT OF THE a <br />{_ b \ _ " MATERIAL PASSING THE NO. 200 SIEVE. THESE <br />L <br />MATERIALS WOULD CONSIST OF SAND AND GRAVEL <br />i.% - <br />w_ F: A'�TRAN!ITlON ZOINi MIXTURE.. THESE MATERIALS SHOULD DE COMPACTED <br />i IN 6 INCH THICK LOOSE LIFTS TO 90 PERCENT OF <br />(SEE DET � <br />tw ). ". <br />THE MODIFIED PROCTOR. � <br />LU <br />.• Y M t V l <br />,,; <br />f <br />Call two business <br />days before you dig. L <br />if '3t ' r—RANDOM FILL LL <br />0. <br />4° ro <br />e �°\ \� F4@eTCI'i FABRIC <br />F C OR CONCRETE A TRANSITION ZONE SHALL cog <br />5no PLR PIP- �y I O ONLY <br />Y B INSTALLED <br />LED ON THE <br />_ ERIVEAY TAB o�enr <br />