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CS 32 TYPE A N.E.1/4, SECTION 19, T.28N., R.5E., W.M.
<br />SD 402,405,40EA
<br />LOCATE O EXIST OUTFALL
<br />I GR=` 94.80+911-1 '
<br />I IE=49+. a 490+44 (1 N) 49 0.3f (our)
<br />' GR=401S3 j, JST CR ADD 13COLT 5 CONCRETE
<br />6+00.00 7TH AVE SE- 1 T _� !E=479.93-12"S / GR=a81.32 SIDEWALK 10 EXISTING
<br />Dk11Y DRWY �e 1
<br />0+00.00100TH STREET SE , m ------ _-- ---�� RVVY 1 ---�----..I--DRY/`_ _-DR- L.^- R DRWY IEIE=478.9 T ----------------------
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<br />EXIST SDMH
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<br />IE=491.52-12"N I I „, ', „' „ I �.•__-- '-''-_-"' \ w / 1 `-�^�• 9a BL♦ ♦\ 1 W Q
<br />SAWCUT EXIST PAVEMENT. i I\'• BLD 9""-�`---.-... - -�,� �` I \ w w w .v W w /� z> / }. \ Dc d1�` ,D L_Lj
<br />ADD ±570LF TYPE A-1 CURB. 1 4" i' ` � 7/ l \ \ 1 v w w w J ` - �� �jY,I - 1 C i- co 65
<br />GUTTER & 5' SIDEWALK N.G.P. E. BOUNDARY (TYP) iL','(`� �,,.•'\� 1 J \`� �' / (b
<br />I __ _ _ -• aV� '6 ----- -_ ` '+ V FF 483. 5 f _ \ 1 I W
<br />y CONSTRUCT SVPT RAIL,EENCE y /j j • y `. ice-- I t�
<br />CM 31 TYPE (•. j \\ \ - - "- \ 'I I ALONG ALL N.G.P.E. BOUNDARIES / CB 13 TYPE A ` 1 .,;' : �'`•- V Q^
<br />SD 402,4051 06A r �---- w >8B . i9j /I g l 4d� 1, O ij w 4. w 4• \` l� JJ w ) SD 402,405.406 i • 9 n k / �"`-- >'ga Z I.L 3 Z
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<br />4Q4 11 I \ -- `� I I I I ii �I J 1 sJ p a� ( c 2 ; y I IE=4ee34
<br />25 TYP A' a J r6; EIA 1 SD 402,405,406A ��• I - i' --✓� >d /
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<br />100th PL. S.E.
<br />�I - �- �B� -._ 1� / -- DiG 3 .-- - - / y LaT BL
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<br />1 I SD 402,405;406A' i p /' \�-___.- __-_ \ ,\ ✓ ///' �/,`�
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<br />IDS I �-•�\� /\ �r SD 4O2 405,406A /
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<br />q p E% AVE $HLOR E j \ SD 402'405,406A ,_� 1 / w w w w w w 14,
<br />I I ASPH .T TOGE / �__ YY ._ ,-/
<br />Fx GRa485:Bt 435,r1i3 € m m \\` /' /l _`,•%i�'�- / ••-_••�__
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<br />INLET 30A 1 i lq I � / ( �\\
<br />Ui I 6 , B LD G',.. rJ' FF 487.08 _ - - . ` \ - .. -Z ! J
<br />STA. 3+50.00, 21.2'RT , \ w w' •_L�-J w w w w w w / ' 3• ' "`� 7
<br />GR=49i`48- '� CB 21 TYPE A `� a \ �,
<br />IE=489.53 492.15 W 1 ;A - - __._SD_ 402,405;408A_. _ _" _.� ._` B L \ .G 4 yJ (� - ♦ �')�' \ % �� ale
<br />"'9ecR=+Bfi+e 486. Z� FF 486 4 � ♦ w w w w w w w w w % i6 \� ! � 47 ) I
<br />z E 48t74-15" 481,(,2 f
<br />I ✓S3lF 8'CPP a IE=49i-99=T2' 4 - a L >
<br />CB 30 TYPE A W ' S= 1 I t , 1 __ ` _ _ - y `4i y y
<br />SD 402,405,406A IZo.06° IA p \
<br />GR=485:BB• 455:13 - `\ ` e l _ _ JJJ _ _ -'85 �\ �.. .v w w .v \•. �'_•q) \/
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<br />, i ' O.oP`'`. i , o S= w y ) 1 '� m � \ 1 MAX. W.S. B:EV. 4`fs,BB
<br />O I 6 t (� _� •27•. ' , ) f 004}} _ FF 4 \• �/ 1 /l S.i. ��' •� / MIN. W.S. ELEV. M..5i-
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<br />&DETAILS' ;
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<br />101st PL. S.E. u:" '' i r, _1`, ( / Io �. o
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<br />, \ -•_•-_ -• \ .. \ V CB 22.TYPE A � t_ L_ - .�� � , i ' � w w w w w w y w 1`."J) ' -� '•-�" i 1 /
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<br />I z o • `F \4848 r cR=, - rV c / i IE-
<br />I •7 / \ `,y , • I 1 _4B4:59---w souD-GDVER..{� 1� ,•/ /;•'� w w w w w w w w , g. .\ 4, .v \ ^-,.•..-u ,
<br />'" \ - J• \ CB 8 TYPE A
<br />1 f 4,{i EXISITING WETLAND w w w w w w a
<br />' hh ' r i� Zh9 (IZ" L.-.RIM=+8+5@' 4 {s p iP„ - \•_ w w
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<br />a 2. 1(fi o 8 ylgj6�_ ooz.(9'�12.,IMj� NDeRY
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<br />WET VAULTS i -_.._ 11 ! / CB'20 TYPE, 6' i i U UNE- - - I �•+ �U ^ `-/�.. ,i i GR=4B@9B- 'j ;rj (9 (p ` E ¢
<br />CS IE=480.00 I �.LF 8 i r �' fTYQ. ��-� 4 2, ,��• �- w y y w w w w w w I ` \\ / I b:a y ,' W/ OUTFALIv ` I
<br />r : J OXr 64.(i�% T3UT I / 6 G• ' IE=47i•9&4 p OjS3 TION y r , ' ,: l\
<br />2 7 BYPASS' STRUCDRE r i % "--••--- ) VVV l
<br />t/ SD 462405,4068,4 A41i4 �/ / yy y 4 RA&ED BOvUNWY w y y y y 4 i \ \ 1, ,.�
<br />8' 45' BEND I - " - r r ,p w �� \ ------_'�'.,\` P9 / i
<br />_ .. .RIM=483bP-'i�3• `i> \, \_"---__ b _ !�, ` I / i / C97XYPEA ( y
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<br />r / 2 BID FILTRATION . T , % I / A J �- -� _ ---I r SSD 402,405,4 6A I 'TRASH"RACk ' ` 1 u
<br />CB 19 TPE A i 8"DIP i i I %' - J IEr<48R8T t5" ,'14� / // ALE A S-O.78X C4 w w w w ` �`•�`\` i w w y •v w w w w w w w w w •"` /( GR-4r1q,'j,0 w ' w
<br />15=0.91R I / i,. i •'- •i.� 1 IE=
<br />SD 402; t05,4068 , •. : i54kF-157' G ;1� / SEE SHEET CS FOR : 1 i IE=� , w
<br />STA 1+08.n0; 70'LT ' t l 5-6:50R '`�' S LAYOUT AND DETAILS •� w w w .v u' 4' •y w w .1' '1' v' .v �� ; , ( , 4�1e•�•�7 a- - 4aI s�•I ''� (/j
<br />�a9' ; •'/ / 7FA/ _ Ar / 12' INTAKE' 17A w w w w w w w w w w w w w w w w w w / rl ip` \ 'ENNDCSP-LIT RAI
<br />RIM=484-06-4Y4.1a '�i- �1�;
<br />IE=i8Br7� 15' �6• 'i1} 495/ / / (S W TRASH RACK �� .C-�--1144,y�
<br />49 0. i 6' ,,' 4 I�g79766 / -J'-- 't_' ' f , STA 2+OO:CO; 35'L'T w w w w w w w ••• w 4. w w w v w w .l• .v .v w w w w \� w w •\.� ` J -- -O T' o ,, OF P FENCE
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<br />�, 1 V; c. . r -PCTION / I
<br />r i S ! ti` - \QQ Og•' ••�•`. B i6_- -- \ 22 '__ rn iA33
<br />EXIST CB _ ;�5 , s r 1.' .4 8'5 •- w w w w w w w w w w .. w w w w WEST WET ,DETEN.TION ,OND w w w w w w y w •.• �. / �` mi'75��: 4r1.95
<br />' 17 •! /r r - ___1�(rs-�.,- S A 2+74.7.4L. 81�•. 3` / / P \ q2 , / �, >
<br />GR=489.80. 20 / r'" 47 / J 0. Qi IE=46o".64-12"S i )' i y- ./4` G; ;S- 75• SD'402�4Q5,4068� \ w w w w w w w w w w r�4)3 MAX. W.S. ELEV. 4i9:Li- , al C.P.E. UNDA + �---. 479/7 i i �,.,, `
<br />i l I _ _ ire_. _ __ . RIM= tb.�i,7-� \- ;w w w i)fN. W.S. ELEV. 4:3• w JL�i�W �j rJ, w w w w Ne g� R)% (TYP) ) . / .,r �FiP " -•�(, �o;• �. _/ , Z
<br />IE=486.89•BTI 1►-6• i 6 i .47"E -'i / 2 ?,�, • j-\• ____.. ~. IE_ \ ` w w w w w w w /-_♦9)6`. P �1( CONSTRUCf SPOT RAIL FENC i _ _ _: d •p b �4>a - \ .. _J J .
<br />11 I s`70•S• % 01'a: t><Q:- .�> l p n ( -' \ w w POND BOTTOM 4iL=2 CZ - 4r w 4. ALONG�ALL N . B ll,�D RIE
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<br />� +/ 6' _ ...' _ Q•�l'1., I, 1 LIVE SVTDRAGE �OL=46,i1!72T F 'Cf�r 4-�6 `Z .. v'
<br />•' 0' F.S�' BLF B:DIP:4(J-fb \ . v w\ • .-�:_ w y w4 15 0 AL w w w s^-- y THEN CELL VQ& D14,8+��CF 13 �L� /'- 'd' C6- _ P c_,
<br />N.V.E. 0 A S•, 1 t
<br />�d O ` C6 W OU ALL --.� w WE PON NOTES" S 7v w d• w w w w w •� •.^ 'M - _. J CB 1 TYbE II 54 •1 1 / -I" G
<br />23 J_ti >Qr - "'TI `--___ e, �'� '- 411. •EI `p+Ti-� 4, y IE_ TE N4, 4, y J/ `. •. w w Fv 4. w w w w w •Y y w w w \ \ c �• ,SOLID ROUND Y , . �------- 3
<br />`-� \ • f ./'` /,' jam._-_, 179 1 �'\' / LICKING LIO C END SPLIT RAIL FSNCd�_
<br />._____ _ •, o `ae 1 GAS M RKER q R-143.24^�__. `_ N 6, Q\\ - \� �' $ /' \ `�\ \ 4
<br />H-6" WV �P4'i^`' ` L=47 e3Y e,$ o- J'�)76.�\ �.,`1 �,-.-"'-\•�_4�4.3 v w ".V/ �\♦;` \ .� �/ bo_
<br />2..� w 4, w w w w w w w •-'"-_ _ __
<br />vp 72 °''' i h `� P 7 �.,\ .` " r ./� -♦ ___ ,'`-�'!~-•-..�- w w W w w w w-
<br />SDCB 1402405406B \ 20` `\ `- /? _ _ ___ "�_"'-��`�•!J I r 48¢1
<br />E A
<br />INLET 16A
<br />STA 2+ 75 13 202' ♦.�'� R e., J-�' C �• 1 w w w w w •L• w w
<br />3 -
<br />STA 2+04.48; 27LT .. , LT .+el- JJj 7S. J _ / o•. .i p• ,.- `�
<br />0+00.00 7TH AVE SE= I RIM=48F.0&481.2-I SD 401,405,406C 15\„ •)8• ? - y _-------- - \��� , - �. \FF 478.4` InN I
<br />0+00.00 BRUSKRUD RD I IE=47&57.12"&15'dj$.41�IN)GR='N9r60•"}"I OI, tGI '+ L7 3a♦� �-� 47. _ w w w J ♦ w w w w w I
<br />!.6 MINIMUM WA R SURFACE : ((\/
<br />418.31 17 (a.i) IE=4iBr3tl \ S ••,a ,� •v/ 4%6 w EL&V. 4�5$• w w w / \ l / ,.a6 ♦• ''� \
<br />418•Ub / r" 6J �(.L1 _ \ m-' `•,,(w w
<br />I CB 18 TYPE II 48'0 i S7y `' (" �$o _.._N �� \ I 47 -
<br />SD 402,405,406B r -`� - s•f �O'``•'w� \ LL 1_4 1 _ I '� `.•. w w w w w w w /' ��� BLD,G 7 94 ` B 6A•7Ypf' (, t!
<br />STA 1+20.00; 27LT _^a`.\ .. �7 , ti / '18" NTAE 3'� '>e..� - -<9a •�� )� > . %j480.4�'��. 479. ♦• CR 0 ,Q, A.,
<br />m RIM=486.16- - Ro ` `- y I a '� AS)4 RACK w w w •v w w ! 1�=47 . •6y\ / 4'
<br />++ FF
<br />4s6.d1 ^ 1. cs
<br />H m IE=470:06-i✓}'&i2"cj.,flj0,25 i .TT)'.-.�10 ro 't& I LET; PROTECTION � -`
<br />w w w
<br />WEIR JI / 1 �1 ¢16. 9($ J aJ /
<br />CONSTRUCTION NOTES: / rBz 2` W OUTFALL c.¢ ;I/ ( / \� y cs EL=+7P4 w a ( y y 1
<br />P QTECTION �1 �`' `}]"'' \II1\\
<br />IE= 415.34 ! /� ( w w 4 • •'\>>e I A C° / `�\ ` CB 4 T49E-7F•54• )j} g w w i
<br />ORELOCATE EXISTING TRAFFIC SUPPORT POLE WIRE POLE TO BACK OF WALK. SEE PLAN N U RTH 4 e 40
<br />BY TPE, INC. FO' SIGNAL REVISIONS + /'\'-"`'' . w w V I / \\ �`�`• I w w
<br />\ /i�TAKE/
<br />�) I / � ' STd•, ,y05,4068'422A 402
<br />P i \ 'V CL7 �� \ r, _ \ '" �. • w i a iIRIM?-RELOCATE EXISTNG TRAFFIC CONTROL SIGNS TO BACK OF NEW SIDEWALK. 2 CB 14 TYPE II 54" '\ \ Y �,-"•a/ eaf4 //•\ / t i IE 75"q•�75.Z; (I`/� 415REMOVE 'NO PARKING ON PEDESTRIAN1 PATH' SIGNS. 0 20 40 80 C6 W RESTRICTOR ' a ` ` ` / IE= 8� 1 y y
<br />SD 412A / a�Cp , ) J ,i ,�'W INLET Pj20 CLiON
<br />O3 RELOCATE E%ISTING UTILITY POLE TO BACK OF NEW WALK. BY SNOHOMISH CO. PUD STA 5440.31; 35'L1
<br />AND GTE AT DEVELOPER'S EXPENSE. PROVIDE EASEMENTS IF NECESSARY FOR RIM=181.564'91.43 ' m /'•`+ e+ 6=79 � ;`a ��� " j
<br />INSTALLATIONS OUTSIDE OF RIGHT-OF-WAY. CONSTRUCTION NOTES: (cont) IE=47615"416.0-3 8� z3
<br />OVERFLOW=479.00' 9. 8 � �` 3 -
<br />04 STA 4+4Z46 (21'RT) & STA 10+80.32 (22'RT) CONSTRUCT 26' WIDE TYPE 1 CEMENT CB 1 TYPE 8 ' Y `' r- o
<br />CONCRETE DRIVEWAY PER STANDARD DRAWING 307. CONFIRM WOTH AND LOCATION 18 DEED ADDITIONAL RIGHT-OF-WAY AS SHOWN. r , EDGE ASPHAL
<br />SD 403,405A068
<br />• WITH ARCHITECTS SITE PLAN BEFORE CONSTRUCTION. i _P`--
<br />STA 6 6.84; 28.51T r +2 _
<br />,9 SAWCUT EXISTING PAVEMENT, REMOVE EXISTING ASPHALT WALKWAY AND TYPE A CURB RIM=181.29•48I,4.3 INLET 15 OS CLEAR EXISTING OUTFALL AND CONSTRUCT HEADWALL WITH ONE MAN ROCKS. AND REPLACE WITH NEW COiCRETE VERTICAL CURB/CUTLER AND SIDEWALK E R=572.96'
<br />IE=4i6;43-iS L=202.17 -`-
<br />PER SDS. 305A AND 306. MATCH EXISTING CURD/GUTTER AND SIDEWALK GRADE AT SD 6+26 4- 20.
<br />IF.=¢7i;01-8' \73'00'
<br />O6 CONSTRUCT TYPE D CURB RAMP AT END OF SIDEWALK PER STANDARD DRAWING 310 D. EAST BOUNDARY UNE. i1 STA 6+26.84; 20.2'LT 1
<br />CONFINE CONSTRUCTION TO WITHIN RIGHT-OF-WAY. 416.'JB'15 UN) RIM=48D:35-4gb,�¢
<br />O7 ADJUST EXISTING JUNCTION BOX AS NECESSARY TO CONFORM TO FINISH GRADE. 20 AND SIDEWALKSAWCUT AT T NEW STREET W!DTHG PAVEMENT. UWHERCT ENSHOWN PER SDS.CRETE VERTICAL U305A AND R306. 4'lb 5-1511(OUT) IE-47&2Ts q•T1,')4
<br />REPLACE LID IF NECESSARY TO CONFORM TO CURRENT STANDARDS. 411 13 - $ (IN)
<br />0 COIN TRUCT (ALTERNATE AND AT INTERS AL ON PER
<br />ROSTANDARD BRA DRAWINGS
<br />310
<br />AND
<br />21 CONSTRUCT M.3 CONCRETE SIDEWALK TO MATCH EXISTING CURB/GUTTER GRADE
<br />ITY
<br />BEFORE CONSTRUCTION. 22 SURFACE WALKWAYHERE AREA WITH CROSSWALK WHITE PAINT STRIPES OR CONCRETE
<br />9 RELOCATE EXISTING FIR O E HYDRANT TO BACK OF NEW WALK (CENTERLINE HYDRANT 18'
<br />FROM WALK). BY CITY AT DEVELOPER'S EXPENSE. REMOVE EXISTING GUARD POSTS 23 INSTALL STREET ILLUMINATION PER CITY OF EVERETT STANDARDS, BY SNOHOMISH EXTRUDED A.C. CURB
<br />COUNTY P.U.D. AT DEVELOPERS EXPENSE. P.U.D. SHALL SUBMIT PLANS TO LANDSCAPE AREA PER SD DWG 305.D
<br />10 CONSTRUCT 30' WIDE TYPE I CEMENT CONCRETE DRIVEWAY WHERE SHOWN PER CITY OF EVERETT FOR APPROVAL BEFORE CONSTRUCTION. OR WALKWAY
<br />STANDARD DRAWING 307. CONFIRM WIDTH LOCATION WITH ARCHITECTS SITE PLAN .
<br />BEFORE CONSTRUCTION. DEFLECT 4 DEGREES NORTHERLY FROM EXISTING •\ \�\
<br />CURB ALIGNMENT. ,/�.
<br />11 ADJUST NEW CURB TO FIT EXISTING CATCH BASINS. -;. .:..;.•a• a�
<br />NOTE TO SURVEYOR: ... .. . ,, ..• ..: •.. ..:....::.:: ••- :,; . ._:
<br />12 ADJUST EXISTING VALVE Box TO FINISH GRADE SEE STANDARD DRAWING 504.-
<br />BUILDING AND PARKING LOCATIONS ARE AS PROVIDED BY RUTLEDGE MAUL ARCHITECTS. i. I -III-I I I I -III-III -III_ I I '
<br />13 SEE LE.S.C. WETLAND MITIGATION PLAN FOR TRAIL CONSTRUCTION NOTES. CONFIRM LOCATIONS AND DIMENSIONS WITH THEM BEFORE CONSTRUCTION. '-
<br />14 PROVIDE SCHOOL BUS STOP LOADING AREA, WIDEN SIDEWALK TO 8'-0' WHERE INDICATED. g �_ •,A /1/� �_ 2' CLASS 'B' A.C. PAVEMENT
<br />(99 l eh7n v� 4' CRUSHED SURFACE TOP COURSE
<br />15 CONSTRUCT PEDESTRIAN HANDRAIL WHERE SHOWN PER SD. 325 AND 325A. DATE - COMPACTED BASE
<br />SEE SEC 3.5-2, EVERETT SDS
<br />16 UTILIZE HANDWORK AND CONCRETE PUMP FOR WEIR CONSTRUCTION AS NECESSAR,
<br />TO MINIMIZE IMPACTS TO SENSITIVE AREAS. p
<br />17 RELOCATE EXISTING SIGNAL BOX TO EAST OF NEW CURB LOCATION. TYPICAL PARKING LOT
<br />PAVING SECTION NO SCALE
<br />A
<br />C'Al IE-472.1 '� __ -
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<br />'>> >>J L.--L__` l GR 416.1 w w REVISIONS: APPD.
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<br />811 np ., 44,
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<br />,
<br />I 1
<br />10LF 8'CPP -•--. --�
<br />6Lf 24-CP-$`---_____ -_ .------_- / - 478.2 smi"AW z.iq• 1 (REMOVE) -
<br />/ $ fi1g1TG• S=1 98R • � ' .-- --�_ - _ .. -r-..-_ _ 6.--- p�..•...-_ 6 ! ; GRm47 .74'
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<br />-_ IF 471.72 L= 6.54 __ 5 TY23 B = p,l WA g)
<br />4 &=10'43.41" �`\411.gCJ EXW T. 0 .Y y 7v}�,` ' 'So `1• -
<br />�,_
<br />CS 415.. IE=475h2 )70j6^' o _- -- -_... _ N84'Oq jg
<br />415.50( 7p1a1 to 10 97[ Ra27o
<br />�aOOam ry
<br />�15.1$(6" B 33 TYPE S 7? CP Z9 . - _.._ MA 98
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<br />SD 402,405. P M o ._ _- _ '� '� : �4 DES DATE: MARCH, 19
<br />NM
<br />ERSTA 10+82.00; 17.2 LT' ¢3 - 19 8 84TN.y6 E o �i2FF 12'CPP S- 4WV, `- 4_ -"- _ I
<br />= 414.53 26l'4`3- O 275 _0, . - _ DRAIN: MMN/CLK
<br />411. �3 �.10'43'4P M 1 t00LF BIOSWALE 3 >' CHECKED: JNM
<br />�- - -- - C4 S-1.00R
<br />B WET VAULTS - O U u i REVISION
<br />NUMBER:
<br />CS PIPE- MODEL �� `- -- 9
<br />8100 IN SERIES CB 34 TYPE A �� _ -- ----_ a `v
<br />LEGEND W/ MODEL 8187 SD 402.405,406A INTAKE- - ----
<br />IE=474.53 STA 11+80.00; 17.2'LT STA 12+- 562�LT ---'---�.''y-- SCALE: 1"=40`
<br />----- N.G.P.A. BOUNDARY LINE OUTFALL OR-484:05 414.09 IE=+t3:454'13,13 IJ
<br />ROCKERY PER SID. 324A & 324B, STA 11+58,27 35LT IE=+7+55 47O,q I CB 3 TYPE A CB 35 T) E A
<br />IE9 ..g-L3.; SD 402,405,406A SD 402,405,406A On PROJECT NUMBER:
<br />LOCK BLOCK WALL OR EQUAL I I• -. _ e
<br />STA 12+68.37; 341T STA 13+94.53; 12.21T 1,6 T V n A
<br />CPP - CORRUGATED DOUBLEWALL (SMOOTH INTERIOR) r �d' 1' �-' ,--A I RIM,- 476.665 +15.go GR-472.74-41Z.41(e ♦E� >sV 4t 1 CWX0084
<br />j aars ♦ uc L` t .°_„� / IE� - 4`t S.75j IE=4a0-ULT 69.96
<br />POLYETHYLENE PIPE
<br />WET VAULT I N
<br />PVC = RIBBED PVC (IBEX BRAND OR EQUAL) CS TOP=4r3.4t 913. SHEET N0.
<br />12bIA. OR LARGER IE=12'
<br />+691
<br />469 1 . E
<br />LT
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