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<br />GB 322 TYPE A A N.E.1/4, SECTION 19, T.28N., R.5E., W.M.
<br />LOCATE O EXIST DUVALL
<br />I GR.R9#'BR 4'94.19-
<br />IE-49"2 490.¢'}(IN) 490,3+(ou) GR=4 t -- ADD 130OLF 5' CONCRETE
<br />IE=479.93-12'� GR=4B1.32 SIDEWALK TO EXISTING
<br />6+88.65 7TH AVESE- ' pRWI' DRWY pgWy FH ----ate: IE=478.92-15'S CURB k GUTTER
<br />0+00.00 100TH STREET SE i m--------o--I_-_L(I.-.-.I-- I---------�_ ORWv---1pRwr 1_ DRWY _�__�.`�--- F+ pR'hr
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<br />SPLIT RAIL,ENDA y y \ I
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<br />S 402, O6A 1 �y y ) / g "" > ' I s y y V' w w STD 402;405,406 � /f '`, /
<br />--- w-414.89 GR-46. 4� /F 89.65 a�\l 0 O
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<br />483. 3 eP .Z, 5 e" ,t• 0.5b /, \ / � ----
<br />I c in9$4.99 t' I 12 CPS -- ' F \ y / / L CB 12: TYPE A o m i \ 1 I - W
<br />FH I ( �` �, 14841{y71L17r') ( I�S i _925F. g" ' s� I 1 ,W.aAO ° " \(^ '�- /% . G STD aozao5,ao6A , j �S v ./ W W Q 3
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<br />INLET 1,4 --
<br />STD 401.4-05,40� I i , ``� _ w 'Y w w w
<br />STA. 3+50.00, 21.2'RT I 6- FF 487.08 \ \ 0 1 3• "' //� / aa7B �i� �)
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<br />I a 1 IE=i6t:99=12" �'\ - � ,`
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<br />23 ,'I a .\ .. _- 0' _ 1 ✓ "�_. 1_ �I"1 I (4`i 47,L ..•--���V y \..
<br />IZo.o6°1 g �� \ - `- ___� \ GRd s(�fl
<br />STD 402405,405A I , "'^\ `_ \ / J '• / ,A /
<br />IE=igi`BB-t4 4$2 23 (L',� $ •, � e , �33\ ` W w w w ••�\ � �))+�` ^ � • aYgy��X
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<br />35 A
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<br />w SHEET C6w w w w
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<br />432,:69�t)sTa-aoz.aos,aoB
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<br />2•�jq(rZ`U�1q�J 4 I�' � w V• w w W w w w w w \ ��0 y f IEv4}}{g' .' 18'v WTFALL.
<br />-_ 7 VAULTS / ' / i . `- I \ / 4 �G• I I \
<br />-- - j ' CB •20 TYPE,k 6 r e LINE �� '=}QiZ E��-FZ- f74T �� .4 a
<br />C5 IE=4eo.oa BYPASS STRUCTURE Ell,--/ 1 \� RAISED BOwUNDAY / +e % D' f \ �-' w w w w w w w w w .1. I r- i V IE-47+�6'1' `Ig7i `V � r ` d�
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<br />r ( STD 4Q405,4D68,4 A d'3 / •' . O � 16' I
<br />8' 45' BEND 1(' ; J�( w w �� w W w w w w w w ^ •R / CB' 7,TIpE A ! V, U'
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<br />4'3• 2 BIO TRATION. 1 LEV}75-5 Cj. \ 16 W: LET,PRO1ECTION
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<br />:� `} `,�j( / ALE o 5-0.78x C4 f�1 { i (ii >
<br />STD 402405,4068 ' 5=0.91xI '$4Ec_75 J (/( SEE C4 OR �' •'•\ �^" � t/ ��� �- .• .'" I �
<br />i' / w w w w w w w w i w w w w w w w w y 1 416.�5 r-� I r U1
<br />=frSBK'G �( )j/ LAYOU AND DE AILS ,IY• END $EWi
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<br />RIM- 4Qr4,18 �' 12' RJTAKE t7A V' V' w w w w w 1 w w w w w w w w w w w w w w i '� , ''• `
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<br />_ `1 / I � y., cj ..'n"' - ROTECTION
<br />-\ WET WET ,DETEN.TION ' OND \
<br />EXIST CB I I I .�s F :•l$5 w w w w w w w w w w w w w w V, .., w w w w w w w w r / ;'151.'�' `� gi1.95 / Z
<br />I 17 I t,, -"S1IY 402, 9•4068 T q MAX. W.S. ELEV'. 4?9'S- q i, 3 47A8
<br />GR-489.84 20 i i l i .. G. S �' �- w w w w w w w w w w t` w .1• w w w w NIA• ( ) �•--` 479:7
<br />IE-486.6a-T25 I ; ,7s t P ' 3 �d{�'- P.E. gpUNDARy TYP •'• P °' i J Z
<br />IE-486.89.8'N ' /�b•3•,\ LMN. W.S iIiM. 4il1`3C:n.OS T AI
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<br />ALL G$. °Uy° `-
<br />O' i' IS>'N •'e `3 `� BbIFI.'4yo�07 \4 w\ .t• w �. 4 75' w w w ' V, V, TTj�t2EAIMEN) CELL Ls CF l3 !'
<br />g .•yry'�� EpGE _' p _ / B C6 W OU ALL I, SSE PONY N07E58: DETA S 'L� w w w V• w w w J / �yy'X -�•_�.SOUDERWND 1
<br />23 .9 y; �' TYr ;' "17 '------ �• r '411. 9��(I `txi.�\�••'�1 u' u' IE=TE47&BF' w w rJl \ L\. w ,y SHE C6 w w w a, w w w w w w w �7 419 L7 NG LR) C _ ;' ` ND SPOT IL Fj N lye 's
<br />O. O 'bc i GAS M (ER Q R-143.24'-- H \. \,-.% I \ 7 ' / J k RESTRICTOR •/� ' POND CE
<br />----- -1f ^, L-tta29 �460- a35\� w 'ilFd3$ w w / L� w w w w �• w w w �� +60 ;r ''-•-���
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<br />.y \ \
<br />w w w w w w V• w / 461_ _ 1 •� y CONSTRUCT $$$PPPUT RAIL FENCE
<br />i 2 µ IF'1d 9 / ' .,� CCC -�• Y'-- r ALL/OUNDrE. BWHDARIE
<br />12 '' /' n' .` •\..��-,'�''''\� �--. J ;\ L-, -�� •��•l-� w w w w w w w w w 4gz__� - -'�„� i �p(CEPT/gROUND DET17K1N S)
<br />CB 17 TYPE A \\ .3 - \ \,`�� �, - .. ! : ; 3t9 o '
<br />STD 2+04.48; 2 8 INLET +7 / 20 !` \� /�` -�� '0 / "' e ��- \� j ' l w w w w w w w w J 3 / \ 1 \
<br />' STA 2+04.48; 27'LT STA 2+75.13; 20.2'LT \ `,`````�`.� .--•-•-461• `?3> 15• r O \ ,\
<br />O+OO.OD 7TH AVE SE= o STD 401,405,406C -�. 78• - .y \ . `---, f,F 4(78.4 \
<br />RIM= 9.57-4a1.2-1 .... X II - w W w w C w w w I w w
<br />0+00.00 BRUSKRUD RD I IE=4;B.F7� 12'B15'4'IQi 4'1QN�I�'� ��°I, (° I % " %}O `- `. `' �6 1.a � e� /-"`" 4J N� �' MINIMUM WA R SURFACE
<br />V
<br />418.51 ro (ooTf \ e ! S o a 97`�.3>j C\
<br />4l8.Ob 3' ^[ , J\'^` w El.irN. 4i&i w w w / ., 4 J 1--• _. \ w w
<br />i CB 18 TYPE It 48'0 ' /' B,rS Y . '\ -� _-�� 6` ( 1 y y
<br />STD 402,405,4068 B / 'O/ \ LL I^ ._M,1y ' \ \� `,��.- 5 40
<br />/ `��\ f V ,4P r w w w w w w w /!
<br />STA 1+20.00; 27'LT ti / 118' INTAKE
<br />_ '-I - 479.E `pR
<br />RIM=4136:}& SI86.d'I �'`7 �0 A �.. �o b M'/ TRASH RACK C6 \ \\ w w w w w w (I� f FF 480 \ /- a l
<br />v tO IE=479:oE•1§A42•q•Bo.�:.5 \ /; _•ili.,y;�.O J ! it =q�•'P�ROTECTION�•`\/.� 4�3 I :� \/
<br />I W V 1
<br />�+l6l0�y.
<br />CONSTRUCTION NOTES:
<br />�'` IE-4�634 416.34- /}p � w � ' � � °• ' ll �•, cB• a T4ilE-H:�644
<br />b `� v I r / w y / '� / /' _ y' /
<br />O1 RELOCATE EXISTING TRAFFlC SUPPORT POLE WIRE POLE TO BACK OF WALK. SEE PLAN NORTH \ / _ \s--._� "" ` I r / / STfA a05.40681422A 402w w
<br />BY 1PE INC. FOR SIGNAL REVISIONS. ` / r r, h 9 `r \ `ytr •� L% / ! l' r' IEF�R-
<br />I -1 ' r ` RIM. R7
<br />Y \ '' r /%
<br />02 RELOCATE EXISTING TRAFFIC CONTROL SIGNS TO BACK OF NEW SIDEWALK. 2 CB 14 TYPE n 54' i � \ \- \ w 1 �+ /--•� 1 : tL ham" IE-.47b 16"�5 �, �•.1114, r'J l'i(E)w
<br />0 20 40 DO 4`INTAKE / ! 3 rJ .I / I I y y.
<br />i,S STD 412A ,1 �'a• - ; - _ "n .1'w INLET PRO cTK1N C6 / age 447'..8,((� 1
<br />REMOVE 'NO PARKING ON PEDESTRIAN PATH SIGNS. W RESTRICTOR e I
<br />03 RELOCATE EXISTING UTILITY POLE TO BACK OF NEW WALK. BY SNOHOMISH CO. PUD STA 5+40.31; 35'LT \ i� -- 1 a ti al / i7 IE=472.ti� I _ _ ^ j ': CB TYPE A. •.11, y v, - w
<br />AND GTE AT DEVELOPER'S EXPENSE. PROVIDE EASEMENTS IF NECESSARY FOR RIM=48>,ay�l•43 r g. �- 6.�89 _ -�'°;►,` / '�a7 �' �pJ I '��`-" "-••.-� 61 :' GRq+76i621 416, y .y ) 6SVISIONS: APPI).
<br />INSTALLATIONS OUTSIDE OF RIGHT-OF-WAY. CONSTRUCTION NOTES: (cont) [E-47M 4.16.0$ ' 84'04I16 W 7 :^ m 15 ' `IE= p2�i}-1 � i L� 3 /�i /,>�,
<br />OVERFLOW=474:BB•4. g,�q' ' /,------- o <23 � _ / ` \. \` �'. ', `'u�Q N'64'04.i6...W. i`� �� ej 1 IT., 15.t w 1 :.Lr
<br />t 47i 6 -
<br />04 STA CONCRETE
<br />D VEWA) do STA STANDARD
<br />(2W'RT) CONSTRUCT M WDEDTH TYPE 1 CEMENT � CB 15 TYPE B Y _ -- ; .` 1g .l n o ,--"C.pNC a o � �,. I I 1 , •
<br />CONCRETE DRIVEWAY PER STANDARD DRAWING 307. CONFIRM VADTH AND LOCATION 18 DEED ADDITIONAL RIGHT-OF-WAY AS SHOWN. r--_ _-_ EDGE - g69HALTIE= -A 15 3F�T PVC• ,,I '11 l�
<br />1 a- -------'r`-- 472.07\�•" �` �N.G:P:E-:\-L-71.44�
<br />O STD 403,405,4068 \ C6
<br />WITH ARCHITECTS SITE PLAN BEFORE CONSTRUCTION. ' °,0 --•_-_ ti.8t�t' 1a' S- .- -
<br />STA 6+26.84; 28.5'LT r -- 0 1 ^\ __{ __ -.� -�- '�-'-�- -_ _ _�� -.. -10LF 8'CPP�"-1 / R_
<br />O 19 SAWCUT EXISTING PAVEMENT, REMOVE EXISTING ASPHALT WALKWAY AND 71rd A CURB _ -- - \ --� _ - ; 478.2 _ 1 (cMOVE)
<br />5 CLEAR EXISTING OUTFALL AND CONSTRUCT HEADWALL WITH ONE MAN ROCKS. AND REPLACE W17H NEW CONCRETE VERTICAL CURB/WTTER AND SIDEWAKF•: RIM=4Bi.eq gg1,+3 INLET 15 CR=57298'- a '` 6L#' 24•CP .� _- ...,__-�-� -/' 6 . .S //\I `
<br />PER SIDS. 305A AND 306. MATCH EXISTING CURB GUTTER AND SIDEWALK GRADE AT IE=4i6.43�6 STD 401,405,406C L=2o2t7 1p / 5 8404Y6' S-1 98x 'os. `,� M ��- �� z-�- I ��- 6 1" ` GR=47274
<br />/ IF=4.%}Ot-8' A-20Y3'Cd--��_,� 13Z24' i N - <'K^ - I J47T �-�. "�, 1 +� w w IE.471.04-B'
<br />O6 CONSTRUCT TYPE D CURB RAMP AT END OF SIDEWALK PER STANDARD DRAWING 310 D. EAST BOUNDARY LINE. I, STA 6+26.BM1; 20.2'LT r7 �7a ,/ - : m z 2p - ZO i , I o, I (((
<br />cONFlNE CONSTRUCTION TO WITHIN RIGHT-OF-WAY. 416.36 -15 (IN) RIM-480.75 +Sc,.I+ - --_ o -"/ __„� /1' O `� -1 .,-(Z �-•� t`l It,
<br />20 SAWOUT EXISTING PAVEMENT, CONSTRUCT CONCRETE VERTICAL CURB/GUTTER 111.33*I5 (OLITJ IE-47835 +ll.'14 I ` a•,6 -"�--_--��/ �� _ 7p'J6k• ' S=0.8 f2°GP.P _ a -•��..,_- t� I A
<br />07 ADJUST EXISTING JUNCTION BOX AS NECESSARY TO CONFORM TO FINISH GRADE. AND SIDEWALK AT NEW STREET WIDTH WHlDLc SHOWN ^ER STOS. 305A AND 306. 4 -' - -- 475 �-
<br />REPLACE UD IF NECESSARY TO CONFORM TO CURRENT STANDARDS. 41'I, 17J ^ a (114) IE-471 12 C L.88� C8 5 23 B _� O Il' __ WA 4,b 0�0
<br />21 CONSTRUCT CONCRETE SIDEWALK TO MATCH E%iSTING dIRB/GUTTER GRADE -� A-16'4Y41' `�q-•l1.gK� "1 _ _ - a -7,_ % EX T.� B
<br />OB CONSTRUCT TYPE B CURB RAMP AT INTERSECTION PER STANDARD DRAWINGS 310 AND PER STD. 306. I 4 � 4l AGO
<br />311 (ALTERNATE -C'), AND 306A. ADDITIONAL RIGHT-OF-WAY TO BE DEEDED TO CITY CS \ 1 0 18 10 _ '0416 y Yp
<br />411510 W.)
<br />BEFORE CONSTRUCTION. 22 DELINEATE WALKWAY AREA WITH CROSSWALK WHITE PAINT STRIPES OR CONCRETE . (B .npE 7 77L 72 O '�•�, 9 \ �'•, 4,b DATE: MARCH, 1998
<br />SURFACE WHERE SHOWN. _ 415.1$(6 S. Cpp _ - �- i ^
<br />STD 402,405,4 '� o - - /: ___ _ _ DESIGN: JNM
<br />09 RELOCATE EXISTING FlRE HYDRANT TO RACK OF NEW WALK (CENTERLINE HYDRANT 18' STA, 10+82.00; 17.2 LTA 0,43 19-'�-\ . " 1 `
<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
<br />DA. 305.D GR=449:'.R' 414. 53 26Yq� _ O N S 84WY6' E o -P12LT 12'CPp S= DRAWN: 1.1MN/CLK
<br />COUNTY P.U.D. AT DEVELOPERS EXPENSE P.U.D. SHALL SUBMIT PLANS TO AREA PER IE=47f.45- - _ 2)A46' �' - c.�-
<br />10 CONSTRUCT 30' WIDE TYPE I CEMENT CONCRETE DRIVEWAY WHERE SHOWN PER CITY OF EVERETT FOR APPROVAL BEFORE CONSTRUCTION. WALKWAY 4l I. 33-to'4541' M 1 100LF BIOSWALE _ QQ. o > J € CHECKED: ,MM
<br />STANDARD DRAWING 307. CONFIRM WIDTH LOCATION WITH ARCHITECTS SIZE PLAN _ _ C4 S-1,OOR > >RMSION
<br />BEFORE CONSTRUCTION. DEFLECT 4 DEGREES NORTHERLY FROM EXISTING •� \ �\ \ 8 WET VAULTS ' -' - _ _ - _ ^ O Y NUMBER:
<br />CURB ALIGNMENT. ./�r //j:+:�,1 C5 -PIPE' MODES 4 TYPE
<br />11 ADJUST NEW CURB TO FlT EXISTING CATCH BASINS. n ;y, LEGEND W/ MODE100 IN L 81187 STDS CS 3402,405,406A INTAKE --'- _
<br />O NOTE TO SURVEYOR: r' w ::':T: .' ,`:.,'..c.:`:': :.=: - __ _ E SCALE: t"=40'
<br />EGEN
<br />*"r"�• "'' STA 11+80.00; 17.2LT 1T ` ''
<br />IE=474.53 STA 12+58.27, 34 LT --m
<br />12 ADJUST EXISTING VALVE BOX TD FINISH GRADE SEE STANDARD DRAWING 504. t,-1 GR-47k6Fr D IE- o
<br />BUILDING AND PARKING LOCATIONS ARE AS PROVIDED BY RUTLEDGE MAUL ARCHITECTS. I- I - N.C.P.A. BOUNDARY LINE OUTFALL 414• 9-i73'45a^L 3,13 W
<br />-III-I (_III 1=l I IE-4•i1:55 X PROJECT NUMBER:
<br />13 SEE T.E.S.C. WETLAND MITIGATION PLAN FOR TRAIL CONSTRUCTION NOTES. CONFIRM LOCATIONS AND DIMENSIONS WITH THEM BEFORE CONSTRUCTION.ULROCKERY PER STD. 324A 8: 3248, I STA 11+58.27, 35'LT �FIO,a I - CA 7 TYPE A CB 35 TYPE A n
<br />4.1 STO 4D2,405,40GA STD 402405,406A p \
<br />LOCK BLOCK WALL OR EQUAL 1T�'••�{''_"'•-_ �' • 6
<br />STA 12+68.37; 34'LT STA 13+94.53; 12.2'LT pb a '�'�WX�O,t
<br />14 PROVIDE SCHOOL BUS STOP LOADING AREA. WIDEN SIDEWALK TO 8'-0' WHERE INDICATED. n^/��1 2' CLASS 'B' A.C. PAVEMENT � _ -•*a "- e $ 0'7
<br />21
<br />O! N 9 ({E'�1.rtr- , F ., RIM-=.,'o`:��'15.60 GR-4iP:i4-41Z. °I /p \4. e
<br />0 a Gy 4' CRUSHED SURFACE TOP COURSE CPP = CORRUGATED DOUBLEWALL (SMOOTH INTERIOR) R� Tom•', I ,_ I IE=4iBJ2412' / f•� VCa L 1 _
<br />15 CONSTRUCT PEDESTRIAN HANDRAIL WERE SHOWN PER SM. 325 AND 325A DATE � BY COMPACTED BASE POLYETHYLENE PIPE h-: R'13 "15 �9.96 (hl) 1 4•Ff1,Ll SEE SEC 3.5-2, EVERETT S(NI SHE
<br />16 UTILIZE HANDWORK AND CONCRETE PUMP FOR WEIR CONSTRUCTION AS NECESSARY SUDS PVC RIBBED PVC IBEX BRAND OR EQUAL)
<br />TO MINIMIZE IMPACTS TO SENSITIVE AREAS. 12'DIA. OR LARGER ) WET VAULT ; i ti 11 C5 IE P47 #12413. ET' N0.
<br />+6911(o
<br />TYPICAL PARKING LOT ��
<br />17 RELOCATE EXISTING SIGNAL BOX TO EAST OF NEW CURB LOCATION.
<br />PAVING SECTION NO SCALE IE ��J _ (>� I LT
<br />i-•... '. ..: 'cflklfl IS FEoIj - C.� OFj TO STi,n7..,_, A.NYCONSTAUCTIC:! . O
<br />_- ENGiNFE F 103, ,
<br />lolot 7t6 A
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