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SW 1/4 OF SEC 20, TWN 28 N,RGE 5 E, W.M.,SNOHOMISH COUNTY, WASHINGTON g
<br /> YARD DRAIN/CLEANOUT TABLE STORM DRAINAGE NOTES LEGEND -
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, on STORM PIPE -- -
<br /> LOT LOCATION DEPTH(FT) RIM IE PIPE SEE(IN) DOWNSTREAM(LF) SLOPE(T,) CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN IT TYPE 1 CATCH BASIN,GRATED UD
<br /> 7
<br /> INSPECTED, ILs IF_D,AND ACCEPTED BY THE CITY OF 110TH sr SE
<br /> 5 FRONT 9.12 44450 43538 6 10 2.00 EVERETT. I TYPE 1 CATCH BASIN,SCUD UD - - ,___:1--,;
<br /> I
<br /> I
<br /> 11 FAONT 5.69 u250 437.41 6 8 t.a0 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY -
<br /> OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS 0 TYPE 2 CATCH BASIN,GRATED US
<br /> 15 FRONT 4.38 44150 437.12 6 B 100 OF WSDOT APWA Irma I e■ aI
<br /> 19 FROM' 4.01 ut.75 437.74 s 62 1.00 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE ® TYPE 2 CATCH BASIN,SOLID UD I P�-�,__"-- gm
<br /> I_il® = -- / Z z
<br /> BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE DETENTION VAULT OPEN SPACE _ - _ }I 7 O
<br /> 25 FRONT 4A0 442.75 43a75 6 101 I.CO I I TRACT 993 I ' T �' -1 1 I , 1_ N
<br /> 33 FRONT 1.93 443.75 u1J92 6 19 100 SHOWN FOR CONVENIENCE THE CONTRACTOR SAND BE SEWER PIPE 1 I 1 i 1 1 , , I I I
<br /> RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO I W ti
<br /> 34 FRONT 355 44550 441.95 5 32 1.00 AVOID DAMAGE TO ANY ADDITIONAL UTIURES SHOWN.IF SEWER MANHOLE(COR SD 640) I I I I 198j 97I�) 10L7 I
<br /> CONFLICTS WITH EXISTING UTIlRIES ARISE DURING CB-11, TYPE 1 j I
<br /> 39 FRONT 4.62 44600 441.38 6 15 200 CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE WATER PIPE I ;I _ 1 ._STA 2+12.99,23.94'RT ) , I
<br /> 43 FRONT 4.11 445.75 441.64 6 28 2.00 PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> so FRONT 4.28 445.00 440.72 6 2B 2.00 SHALL BE APPROVED BY THE CRY ENGINEER PRIOR TO WATER METER - I I 0'
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE HYDRANT SCALE 1' = 40' _. ' T_ I I I ^ � +{f I //
<br /> 52 FRONT 5.37 445.75 440.39 6 35 200 PROJECT. ---- LOT LINE I _ DRNE f_ -co r'' c~..v I' '1
<br /> 53 FRONT 4.66 445.75 440.67 6 24 2.00 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY 40' 0 40' 8D' IL ACCESS//NLITY TRACT 9'`S --�'
<br /> 57 FROM 4.44 446.75 44231 6 72 2.0o OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR i _ ' ,,APE
<br /> UNE MID GRADE PRIOR TO STARTING CONSTRUCTION. I I I I 11_ \ ' 1
<br /> 59 FRONT 8.95 444.75 435.80 6 31 2.00 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR -1Ip'R' CT 995
<br /> 65 FRONT 5.92 442.75 435.63 6 30 2.00 STAMPED'DUMP NO WASTE,DRAINS TO LAKE' • E+-J=��---L�$�.lt ��•\Y I
<br /> I
<br /> 75 LF 1Y 5D 0 2.88% 1 \ N(I, g
<br /> 73 FROM 457 442.25 437.69 6 34 2.00 1 85 1 86 1 87I 88 189 190191 92`I c5 J
<br /> ]4 FRONT 4.6fi 442.75 439.09 6 34 2.00 I
<br /> U
<br /> 91 FRONT 6.54 448.25 441.71 6 30 2.00 I 1 1 I I I I p \¢
<br /> 92 FRONT 3.96 450.50 446,54 5 20 0.60 C'_- 1 _1 �---�,-� ') I 6
<br /> 100 FRONT 7.93 43030 446.57 fi 24 0.60 VAULT A-OUTFACE, I - I t+`7 I
<br /> STA 5+69.40,3459'RT STA 5+50 I - ��ER1��1�
<br /> SEE RIGHT CB-10, TYPE 1 2' m
<br /> MATCHLINE STA 2+7&96, 11.72'LT .+ m 20 • $
<br /> . ..�..�..-.■-. ••,.-. I ram..•.. .. .■ ..� OPEN SPACE � , 1n w W
<br /> CB-5, TYPE 2-54'0 T 1 TRACT M / • o,1 a
<br /> • CONTROL STRUCTURE
<br /> I it 26 if 12'SD 0 0.71% ASp' •o \ c N
<br /> 1•
<br /> 150 LF 17 SD 0 1.56% SOID LOCKING LID
<br /> 20• I� I. �� ��1 \ I ` W a LL
<br /> 8 _ _ _ STA 5+94.81,29.00'RT ' 4 1 g
<br /> I - 136 LF 12"SO 01.50R
<br /> .^1 - - - - _ - SOLID LOCKING UD CB-20A,TYPE 2-48'0 I 1 _
<br /> OPEN SPACE I ' 1 1 83 \
<br /> I oja -r- _. STA 23+79.60,11.72'RT
<br /> 21+46.85,10.72'RT TRACT 9f,J'1 I ` '1 82\ \ z `d=
<br /> 1 106 LF 12'SD OO.6O% I
<br /> r -- , 94 LF tY SD00.77R I 1 \ %� 1 �'
<br /> II 791 \81 k I CB-9, TYPE 1
<br /> • I I I I 79 IF 12'SD 0 0.61% C8-4 TYPE 2-60'4 • THRU CURB 8
<br /> ',r I I34I35 I I 11 137I I CB-8, TYPE 1 VAULT A-INTAKE. I A 4 \ �� /,T Q z a
<br /> SPACEI 38 39 I CB-21, TYPE 1 STORMFlLTB2 MANHOLE A-1 \ \ 4 /'^ I STA 3+79.34, 12.04'LT
<br /> I
<br /> TRACT 88T ' i' , STA 4+89.21,37.7D'RT „o�
<br /> ITHRU CURB SOLID LOCKING UD \ s
<br /> + \ I 1 L� STA 22+29.13,12.04'RT THRU CURB 4 \ 4\ t9 /� s
<br /> STA 6+80.18,25.68'RT I, I STA 6+50.61,12.04'LT �l\
<br /> - -Bill -- 155 LF 1=SD 0 0.59% 8D IF 12'SD 0 1.56% C I 31 LF 17 SO 0 0.61R ;CB-23, TYPE I _ ��
<br /> STA 24+74.35,3.68'LT CB-20, TYPE 2-670 4 ,,,jjj
<br /> `_ ,�_ 446 STORMFlLTER MANHOLE B-1 CB-3, TYPE 2-48'0 ' fr, ',
<br /> //'_ _ _ SOUR LOCKING UD 1�1 14 STA 6+84.52,4,96'LT DETENTION VAULT A I � 78 LF12'SD 02.00X1 _- - --- _ DRNE C _23+00 ,� ikk , 4 �. i' STA 20+75.95,10.32'IT< Illi•
<br /> \ �.�VI' ;4 , 4• 88'x20'xT _ / �. CB-6, TYPE 2-48"0
<br /> ,t 744 ACCESS/UTILITY TRACT 999 INTERNAL DIMENSIONS•
<br /> 5�, -- i_i _ _ _ C 70 If I SD-L56X ���� STORM VAULT SECTION ( ) SOLID LOCKING UQ
<br /> + R/W VARIES ■1 - I I / , II I Kl T z~t0\ \�+`- , '- VAULT B-INTAKE, STA 4+53.68,113.72'LT
<br /> '��� 63 LF 17 SD
<br /> ���i STA 7+14.95,5.03'LT I ' 76 LF tT SD 0 2.20%
<br /> 32
<br /> 96 LF 1YSD 0 O.60R 7 I r- _4 1 ` \�' - J.Oo )� CB-7, TYPE 1
<br /> rt
<br /> 31 1140 41 42 43 44 451 i I I, 1 _ 4P6 -_- - MITIGATED VAULWEIT
<br /> O BUFFER I / /� SIXID LOCKING UD
<br /> 1 {-_-'~, I ; i i I I I I I f 46 1 47 1 46 1 49 so I .■ 'I DETENTION VAULT B I I STA 5+41.49,11.72'LT
<br /> �T1 I I _ 1 11 -- - rI; /.,, r I I! I 1 I t96'x34'x&5'(INTERNAL DIMENSIONS) �..�..�..�..�.. . ..�..�..�..�..�..�.. ..� Z
<br /> ■4■■I •t---' I.__ I_
<br /> t a ■ i 1 1 - Z I1 / --(4 i �• 1 '"'i ` I NGPE
<br /> TRAriT 995 MATTCHLINE W
<br /> I -....v.„..„
<br /> -- ,r�'.� I - I -L --- ; 51/52 I I ,f 1 1T SEE LEFT o E
<br /> I r - ' 1 53 154 155 158 11 57I 58 11! I J Z W
<br /> 1 ,, 29 �,1 TR�rCTOPEN OES :� '. T- 4 1 -TI r l i I I i B I B STORM SEE HVAUL EET 03CTIONR J W Q
<br /> ` a / '\ \ • - c I �1'--r 1 - - VAULT B-INTAKE, W /
<br /> .0."` r 1� I STA 8+88.30,10.72'LT D �,J i 77r / _ - _11.44 LF v 4., 1
<br /> \ `1II ; -.C `, ` /75!' 7 / ; r - - .' slI I�CB-14, TYPE 2-48"4 -lla-j -1' 1 W
<br /> / T /74 j/ 1 I , �-� , J 4� SOLID LOCKING UD P 0a(;`- _ : .4 VAULT B-OUTFACE, UJ
<br /> 2`� / \ ,���///>` ,...7
<br /> I 7f j I 1 j ,.1 1 STA 10+43J9.6.15'LT 7� =1_ _ I STA 8+8&30.30.50'LT
<br /> ` �, ` I 5 LF I SD O 0.60X I ti. I 187I 861 85 1 I 64 1.s , ,61,B0 1 59 I Iill 18'SD 0 O.60R(SEE STORM PROFILE A)
<br /> n \
<br /> 2 S if g
<br /> 1 C8-16, TYPE 2-48'0ar, I CB-1 TYPE 2-54'0
<br /> N.
<br /> �` ;� / e, '7 ' CB-17, TYPE 1L T _, SOUR LOCKING UD I 1 CONTROL STRUCTURE
<br /> STA 13+04.79,fi.26'LT N1 7 y SEE HEFT SO-1 I
<br /> /' '� /• O 'I I' STA i1y1+`90,..8r3,10.83'LT _' :FOR STORM VAULT SOLID=NG UD W Q
<br /> ifl �; ` �'/ 24/ `'/� 442_ ���� WSeAp� II O,I, I�� lima I (l �SECDON 1 STA 8+93.30,30.50'LT(DRIVE A) LLI Q
<br /> ( \8 1•/ . 23 7,22 , 00_�4*z�RNE B -147 LF 17 0. -14' II o' 9 1, I 4i,d 4 35 IF 18'SD 0 1.21%(SEE STORM PROFILE A) J
<br /> CB-18, STORMFlLTER 21' - U r`T 9 - I ..1 31 LF I?•SD 0 0.71% 0
<br /> STA 13+53ss, n.7r LT„� 20/'1' _® �%/II �' - I!� ��.:: E�
<br /> SE DETAIL,SHEEEDT-O c�L::::
<br /> _ _ III
<br /> LF 1Y sD• 4oz I j \o. ,I I. LF i S..0 DDX� /' a�O�E i�4`i CB-170.STORMFlLTER 7 11 T LF 1SO 0 1.39R I / • CB-14A,STOIBAFlLTER /-�11 jN;i- i aC I
<br /> \ y;- A 1 STA 13+04.79,11.72'LT I 18 117I 18 15 13 112 41 ��yy�--..cc44 / 1 STA 10+43.79.11.72'LT "'r T
<br /> \`6� CB-13, TYPE 2-48'0
<br /> \ •
<br /> 4 SEE DETAIL,SHEET DT-04 4 1 L O ,I, � a 7 4ET IL S 5E7 4-.3,55 1 12'1SD 0 1.651- \ SOLID LOCKING UD
<br /> A \ N'..,'''„ �' :- -�`- n.=y?c�f>`„4� �',,,'2 11 I I III STA 9+8926,11.72'LT(DRNE B)
<br /> a ��iia�sia!®!®!!® iA� 110 9) a 17 1 I �r��� ��
<br /> '\ �aa��l�aa-_i1 %`ice CB-15, STORMFlLTER I 1 SOLID LOCKING LID 0 REPLACE EXIST 79 LF.OF 24'PIPE
<br /> i STA 11+83.47,18.42'LT aJPV1t
<br /> �1 pn +1 STA 10+04.50,21.00'LT r AND MATCH IX6T INVERTS.PERFORM
<br /> ;, �_ )_ dD AIL HE4- ��r :` �41REPLACEMENT DURING AN EXTENDED
<br /> i SDCO 1 `/ m - _�--��8��_�_ =i/ PERKD OF DRY WEAINFR STA 30+8235.2721'LT - ��
<br /> 2'SD 0 1 54X.■�.�A ��0 CB-1. TYPE 2-48"f •Vl�
<br /> - 55 LF 6•PERF PIPE 0 1.00% I 35 IF 1 SOLID LOCKING UD xesq 2C'Pp�
<br /> E - ..:- -- N=329813.62,E=1304145.74c`i ' :,--;i ' . 7
<br /> e
<br /> OPEN SPACE
<br /> " I 19THAVE SE(SRvr27J o TRACT 996
<br /> P ;.,y] CB-1A, TYPE 2-48'0
<br /> ' - - - - - ' abe+0o N=329748.97,E=1304189.68 .moo Rn
<br /> 76 LF 18'SD 0 1.21% - - _ a67+aTo - _} /off mac,
<br /> 1 _ _ _ (SEE STORM PROFILE A)
<br /> - - - ��__--_ JOB NUMBER: 73-I44
<br /> y I _....
<br /> ` _ __ - - - DRAWING NAME:13144C-RD-EV
<br /> L
<br /> SHORELINE
<br /> DESIGNER: ME
<br /> TRACT 992 SECO-2 DISCLAIMER: TEI BY: 5-12-14
<br /> STA 30+82.35.27.21'RT '
<br /> �� 260 IF 6 PERF PIPE 0 1.00% SURVEYTOPOGRAPHIC INFORMATION CONTAINED ON SCALE: =40'
<br /> 30 LF 6'PERF PIPE 0 1.00% THESE PLANS HAS BEEN PROWDED BY GROUP FOUR, JURISDICTION: EVERETT
<br /> 72
<br /> INC.LAND DEVELOPMENT CONSULTANTS,INC.
<br /> SOCO-3 - ASSUMES NO L/AB/LRY AS 7D THE ACCIJ&4CY AND STA 30+52.35,27.21'RT COMPLETENESS OF THIS DATA ANY DISCREPANCIES RD-01
<br /> 1 FOUND BETWEEN WHAT/S SNOIYN ON THE PLANS Call 2 Business Days Before You Dig
<br /> AND WHAT IS NOTED IN ME FIELD SHOULD BE 811 or 1-800-424-5555
<br /> BROUGHT IMMEDM7ELY TO THE ATTENTION OF THE Q
<br /> y UtiTHles Underground Location Center SHEET 11 26
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