|
SHEEf_UYOUI A PORTION OF THE NE 1/4 SECTION 15, T. 28 N., R. 4 E. CB 20"X24" '1 CONSTRUCTION NOTES
<br /> ntetx RIIA=560.28 1
<br /> C32131mW1 CONC. OUT W 5=557.081 0 0 CONNECT TO EXISTING STRUCTURE.
<br /> otw3-ru9_x 08683,TYPE 2-54" I
<br /> 51301Y220 135' WETLAND BE�F - SOLID LOCKING COVED 12"CONC. IN N 5=557.13 `
<br /> s321301e1K0 STA 10+68.56, 13.55R 54"501.40 �•, Q 2O INSTALL 3°CONDUIT FOR FUTURE
<br /> S32130UB190 \ RIM=564.84 RIM=564.41 o O COMMUNICATION CONNECTION.TERMINATE CONDUIT
<br /> C3213ottzza 54"SDMH \ TEMPORARY CONSTRUCTION 12"CUP OUT W IE=559.01 CB679,TYPE 1 - CC AT EMPTY TYPE 1 UTILITY JUNCTION BOX
<br /> 53zt3011Y2zo IE=559.44(12"SD E IN) TOP OF 12°CMP RISER=562.31 0 SOUD LACKING COVER ADJACENT TO PLATFORM. SEE SHEET C6.04 FOR
<br /> Gw45sFK¢01 RIM=565•.03 IE=559.44(36"SD S IN) EASEMENTSTA 9+91.21, 10.74'R i >[ UTILITY TRENCH DETAILS.
<br /> C32130TN031 36'CMP OUT N 1E=5513,13 PH 16/1: 8"ELBOW IE=561.61 ,
<br /> c32130ux-UtIL - 12"CPP IN S IE=561.53 36"CMP IN S IE=558.71 RIM=563.79 = - (3�ADJUST EXISTING UTILITY TO FINISH GRADE.
<br /> 2"PWR • !Jx
<br /> wcsEAL E=559.01 (EXIST. CMP W OUT) /�/--_Q
<br /> c3213oux-s19M - TOP = 562.08 INTERCONNECT 0 , IE=559.01 (12"SD E IN) u 4 CONNECT STORM DRAINAGE TO STUB AT STATION
<br /> •'.` 0 © ® (2"CONDUIT) • - - ---__` COLUMN.SEE SHEET 06.04 FOR DETAILS. Le
<br /> SDMH -- - PRIVATE �" \ rf-A.
<br /> TYPE 2_�. RIM=565.15 - a80aERTY U _ 5O INSTALL TYPE 1 UTILITY JUNCTION BOX PER
<br /> SOUD LOOKING COVER 12"CPP OUT N IE=561.75 / WSDOT STD PLAN J-40.10-04.
<br /> STA 11+16.54, 13.43'R (SEE NOTES AND PHOTOS) 8LF 12°SD PRIVATE - - / Q a TiRIM=565.46 4LF 36"SD 39LF SRSSP 5=0.00% PROPER / STW B EXISTING UTILITY TO BE RELOCATED BY OTHERS. 8�
<br /> IE=559.44(12"SDE OUT) S=0.00% S=O. G SLE "0% . G G 8° V A
<br /> v 7g REMOVE EXISTING GRATE ANO INSTALL SOLID LID
<br /> IE=559.44(36°SDN OUT) �\ - __� c c ----
<br /> �G G G - RELOCATE EXISTING UTILITY.
<br /> =g -...... x _--� -- --- ', _ 1 _ S �� �`/��- P a --_R/W O OUTLET 3"STORM DRAINPIPETHROUGH CURB
<br /> n.0.5 7 y .�`` a
<br /> --- J „ •
<br /> - © r PER DETAIL ON SHEET C6.04.
<br /> -.._\__
<br /> 7LF 12°SO��, /'4 { ` �/'-- - P P P y �/� 10 INSTALL CONDOR TO WITHIN 2' OF EXISTING PUD
<br /> 5=0.00%�' ! .'; _ ;; - Y °. .,6'1 ELECTRIC JUNCTION BOX WITH 5'OF CABLE z
<br /> 590
<br /> BOEING PRIVATE f`( - - _ - Cil - Y _%�J I COILED.PUDNCTION O TO COMPLETE CONDUIT INTO
<br /> Jif l - I
<br /> PROPERTY
<br /> ,A,___ _ - -_��� t l /J ®® ENERGIZE HE SCIRCUIT.C �E THE CONNECTION AND '
<br /> `..W.,'1-• �' �\ P TP P TP P TP P TP biz Ai
<br /> - �7i A IL ���// 11 INSTALL INSTALL 3"CONDOR WITH 316 2 yof��r" ''0
<br /> n+ao `'/ _� j to � ____ " 9i CONDUCTORS STATION SERVICE),AND 4-2/0 o
<br /> - ._ .. ... - - - I - - - -
<br /> ��1;114 :I:LH[4'n,a. -- :-t�,u�ww%r- - -® _ _ _ _ t..w..�i11111k111)"'211111111111k1=
<br /> ® � ! - 1 CONDUCTORS RESTROOM SERVICE.SEE SHEEP e s K
<br /> - N
<br /> ��J - m, 106.04 FOR 11TILffY TRENCH DETAILS. // y'SU 11+16.54,6.16'R 5LF 12°SD 39LF SRSSP 6'PVC ELBOW (ii. -7N9a<< 5RIM=565.74 5=2,00% S=0.00% INSTALL 3"CONDUITWITH3N6 CONDUCTORS. `• '�+�ra�."o�IE=559.44(36'SD N OUT) 8LF 6"PVCI I-
<br /> 0 SEE SHEET 06.04 FOR UTI TRENCH DETAILS. taNAl ts�
<br /> 62LF 12"SD
<br /> 8=559.44(12"SO W IN) 4LF 36'SD S=2.32% S=0.50% 1 j 13 CONDUIT SHALL BE INSTALLED BY DIRECTIONAL 5/24/17
<br /> IE=561.92 (12°SDE IN) 5=0.00%- RIWN ACROSS ROADWAY.
<br /> C8687,TYPE 2-48' r.'•_ _ :,.;.ra roM -crM _� DRIWNG
<br /> SOUD LOCKING COVER 26LF 12"SD ;:4.: _ 6",PVC ELBOW ___._` . _
<br /> W OIL POLLUTION CONTROL RISER S=0.73%- :- 64 8" •
<br /> 14 EXISTING WATEINSTALL 8" RMAIN WITH PER V APPURTENANCES. CT TO
<br /> 22 STA 11+16.50, 0.88'L +53U.00R- • • NC. •OUT W IE=562.12 5LF 6°PVC 'a SHOWN.
<br /> RIM=565.18 �2 .c. IN E IE=562.20 S=26.66% 15 REPLACE TYPE 3 DETECTION LOOPS PER WSDOT
<br /> IE=562.01 (12"SD W OUT) 13LF 12"SD �A810+5799, 183'L i� STD PLAN J-50.12-00.
<br /> IE=562.01 (12"SD N IN)
<br /> 08684,EXIST.TYPE 1 5=0.44% RIM=564.54 16 INSTALL WETLAND TREATMENT CATCH BASIN,SEE
<br /> OIE=559.38(12"SD N OUT) EXISTING UTILITY POLE 1-10 DETAILS ON SHEET 04.36.
<br /> STA 10+90.46,0.80'L
<br /> 6=562.39(6"PVC W IN) Z
<br /> RIM=565.031'
<br /> IE=559.38(12"SD SW IN) _, 1 INSTALL 48"SRSSP DETENTION TANK PER 2016 O .-.rte
<br /> IE=562.20(12°SO S OUT) SNOHOMISH COUNTY EDDS 5-290 -
<br /> IE=562.20(EXIST.CONC.E IN) CB682,TYPE 2=60° I; STATION #3037 18 1,-co
<br /> SOLID LOCKING COVER AIRPORT ROAD JUT T10N BOX TO BE 8810 AIRPORT ROAD, EVERETT 98204 RELOCATE EXISTING MECHANICAL GATE AND I- F'')'-
<br /> WITH
<br /> '')'-
<br /> WITH OVERFLOW RISER INSTALLED BY PUO INSTALL 6'X 12' DETECTION LOOPS PER WSDOT /\ 00
<br /> STA 10+68.55,5.99'8 08680,TYPE 1 , STD PLAN J-50.11-00 AND 2-50.15-00 AND V
<br /> RIM=565.18SPECIFICATIONS.LOCATION TO BE STAKED BY
<br /> STA 9, 1.26' ENGINEER. r
<br /> IE=559.44(12"SD NE OUT) RIM=563.93563.93 I
<br /> IE=559.44(12"SD W OUT) IE=559.07(12'SD W OUT) 0 REMOVE AND RELOCATE EXISTING LUMINAIRE PER F z
<br /> IE=559.44(36'SD S IN) IE=559.07(12'SD S IN) SPECIFICATIONS.CONSTRUCT TYPE A FOUNDATION co
<br /> I FOR STEEL UGHT STANDARD WITH SUP BASE PER 1�7J
<br /> WSDOT STD PUN J-28.30-03. Z QF'
<br /> ©0 REMOVE AND RELOCATE EXISTING PEDESTRIAN O I-
<br /> SCALE OR PRIVATE PARKING LOT UGHT.SEE
<br /> SPECIFICATIONS. --A1-'
<br /> 0 INSTALL 12"DIP,PER SLSWO STOS.CONNECT TO ACL]
<br /> CB 18%24" EXISTING WATERMAIN WITH APPURTENANCE SHOWN Z <Q
<br /> RIM=562.43 2©INSTALL FLOW RESTRICTION/OIL POLLUTION 00
<br /> AIRPORT ROAD (FROP)CONTROL DEVICE PER 2016 SNOHOMISH r I%
<br /> ,M,1 12"CONC. OUT E IE=560.53_ 08690,DOST TYPE 1 r
<br /> a 12"CONC. IN S IE-560.48
<br /> COUNTY EDDS 5-270.0&5-2700.
<br /> �, A 10+13.89,0.77'L
<br /> 12"CONC. IN N 5=560.58 RIM=561.70 ©INSTALL INFILTRATION CHAMBER GALLERY PER Q C1-Ce
<br /> E 8"CPP IN E I5=560.78 IE=558.99(12"EXIST.N OUT) . I�
<br /> Z' IE=559.41 (6"PVC SE IN) CB 2O"X24" DETAIL ON SHEET 4.37. o_d_
<br /> IE=559.44(12°EXIST.S IN) E - SOLID 560.49 CO INSTALL BIOFILTRATION CATCH BASIN, SIZE PER \ coN
<br /> - - 0 ® IE 12"CONC(N)=558 O9 PLAN,SEE SHEET 4.38 FOR DETAILS. \
<br /> IE 4°PVC (E)=558.54 4-; I =
<br /> J 7LF 6"PVC 5=25.00% IE 71'CONI, _ i - © IE 12"CONC(5)=558.24 ON 11 1 U
<br /> LEGEND C Z Q(<n
<br /> n - SSMH I - JUNCTK)N BOX TO BE Y*
<br /> RIM = 562.50 - - _-- INSTALLED BY PUD -____- EXISTING R/W 2/ I-
<br /> -�o 'J i 6'PVC ELBOW •
<br /> ------ R/W EASEMENT '► W lel]
<br /> a,. 1
<br /> NE IN.
<br /> i 9+00 f .'' 100 G4 _ n. .... --14+00 11+50 PERMANENT UEASEMENT
<br /> -c cc(I)
<br /> �.,._- - - _ /�-:n 1- �Gi---- - A _ __ ... _ _. 1.---' -_ w -µ--- -w - = 1 - - - - UTILITY EASEMENT /= o n ct
<br /> /��/ � ;t�''!_ �. . 'll __. _ - - TEMPORARY CLOG
<br /> ✓ -;.- 1! CONSTRUCTION EASEMENT CLa
<br /> 8 / I J" LI a �� ll �_ '\ CL'CC
<br /> i"I O
<br /> !1�j�- P P �P P' t, C P POWER QQ
<br /> v,-OHL-7 OH_ ons "d ..f P oHL AR 1 1 P LI H Jf 18©WATER VALVE HTL i'-_iglu . , _ T COMMUNICATION J
<br /> Y i) DNF Irj "NO LEFT TURN"' O _
<br /> •L' ,/ EE NL" \ {J C^�(AZ
<br /> ,__ __ `1,Y com------_:rM-.__._.__ Gar.,-- r - ]_ 'I bb �♦
<br /> xe Rix "` h S >;0 it, ____..-...-L.-----,S--<:.,_ a"STY, ,,� r ....__4 S ----_ ii _
<br /> ��F-. _ M-- G G _G .. G 0 i 3 Cij o a
<br /> Q -
<br /> / WATER VALVE 3 -
<br /> I
<br /> Q _-` `'� 1 EXISTING UTILITY POLE 1-7
<br /> E n // -4-0.2.1".
<br /> -`� _ l
<br /> RAN s,.�JT- _ -r - F RA., - FWmiGlobal Partner
<br /> n
<br /> n CC
<br /> i 0 11241 Willows Road NE
<br /> N
<br /> $O t¢200
<br /> &dmmd,li.Id9gloR A80.52
<br /> CC
<br /> Phone:(425)822-4446
<br /> r I 'NO LEFT FAX(425)1327-9577
<br /> n I I © TURN° www.otak.com
<br /> U VAULT 0 3
<br /> N CO 32130T
<br /> Project No.
<br /> Q iCASCH PARK" } STATION 3018
<br /> Y j• 8731 AIRPORT ROAD; EVERETT 98204 10' 0' 10' 20' C 4.3 3
<br /> I;
<br /> I Drawing No.
<br /> a I SCALE IN FEET
<br />
|