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9NEELLAYCU7 A PORTION OF THE NE 1/4 SECTION- 15,-T. 28. N., R. 4 E.- - CX 20"024° 1\ / - CONSTRUCTIONS NOTES
<br /> RIM=500.28 1 I
<br /> male --
<br /> 0130T_TW91 08683 TYPE 2-54• 12"CONC. OUT 4J E•,557.OFJ . 1 1 Q O CONNECT TO EXISTING STRUCTURE.
<br /> 91307_PULN 12"CONC. IN N IE=557.13 -r
<br /> S321130TzC '35' WETLAND BLEFER . 0 ••.6, •• c- 54"SDMH Q O INSTALL 3"CONDUIT FOR FUTURE
<br /> 53213078190 STA 10+68.56, 13.55R 1
<br /> S32130ua190RIM=564.4, t, / /O�.�. COMMUNICATION CONNECTION.TERMINATE CONDUIT
<br /> C32130TY220 54"S RIM=564.84 12"CUP CUT W IE=....9A1 08879,TYPE 1 - '1 �L AT EMPTY TYPE 1 UTILITY JUNCTION BOX
<br /> �. 65.O3 TEMPORARY CONSTRUCTION55
<br /> s3213m1Y22o IE=559.44(12"SD E IN) - •, • •• 43t 13°E110 :1\." ADJACENT TO PLATFORM. SEE SHEET 06.04 FOR
<br /> wnsseu RIM=555.03l6/1 EASEMENT TOP C 12"SEL RIS_R 56I 61 © �3
<br /> 0321307060110-5.59.1.3-iIE=559.44(36"SD S IN) i 1�/ ,S[ UTILITY TRENCH DETAILS.
<br /> C32130TN034 - 3fi (,1:' OUT h I I-I #16/1 r 8"ELBOW IE 561.61 ) STA 9+91.21, 10.74'R- \\
<br /> C32130UX-IQIL --- -__ 12CP IN S IE=561.53 1 2•'PWR e S RIM=563.79
<br /> 36"C6 P IN IE-558 71 ADJUST EXISTING UTILITY TO FINISH GRADE.
<br /> wawa. - -__ , IE 559.01�IXI Y- P W OUT) Q
<br /> 0321303%SIRM - _-_ TUT' 562.08 INTERCONNECT 0 ) #7„::--:---__
<br /> -- , 1 IE-559:1" SD E IN)�' 1 =-�� ;--.tea 4 CONNECT STORM DRAINAGE TO STUB AT STATION
<br /> -1-- _ O © / ® (2"CONDUIT) ` J j r; COLUMN.SEE SHEET 06.04 FOR DETAILS.
<br /> SEM _ PRNATE ' 11// U ---------- -- ---------Z- O INSTALL TYPE 1 UTILITY JUNCTION BOX PER U
<br /> 08685.TYPE 2-54` RLJ 5451`., PR;;='ERTY1 L,.,,..
<br /> !,_. �+,� a- i2`CPP CO-R ;E=561.75 1�/
<br /> --- �! Cl) �-� WSDOT STD PLAN J-40.10-04. rc
<br /> STA 11+16.54, 13.43R (SE= NOTES AND PHOTOS) 8LF 12°SD PRIVATE - Q
<br /> RIM=565.46 4 53a"0�% 39LF SRSSP,tC�\\\\\\. S=0.00% rF ROPER �,. Y 6 EXISTING UTILITY TO BE RELOCATED BY OTHERS. E
<br /> W 1 "SD 8"S 4' 1 . '`y 77 REMOVE EXISTING GRATE AND INSTALL SOLID UD
<br /> IE=559.44(12'SD E OUT) S-0.00. -" `g=T,;.c.. c- --c .-I--G............. ......__--G-- ^-- -,,' J PER WSDOT STD PLAN B-30.20-02.
<br /> IE=559.44(36'SD N OUT) \ 1 / N.._ _......_. ......_G..............:_,..:_ ..-_.-. G _.-.- m
<br /> ! ilk r l 13 13LF 12'SD 0 RELOCATE EXISTING UTILITY.
<br /> -_--X-�_-..._•_- -.. - X............-_......-....X._......._..,,....8/W,.,.....,....:..�,.,'lA ��Iw.. .., ........................... ,.,A44,....,,.,. .,,,... . .N M fiii 5=0.50%_-- _„,�/I f �W_.._g=....._..---x _ ,- _ _ _ ___ __ _ -_- _ - - I_ 9O OUTLET 3"STORM DRAIN PIPE THROUGH CURB
<br /> �- - - '---- t - '* --v a F. - PER DETAIL ON SHEET 06.04. a7LF 1Y SD 1� ; -L- idli ___ p_________ ! /-r`"T" 10 INSTALL CONDUIT WITHIN 2' OF EXISTING PUD
<br /> 5=0.00% i,(1f IL �� % © O ELECTRIC JUNCTION BOX WITH 5'OF CABLE
<br /> \y BOEING =2,VATE I 0 ' i , _ 3 • • V / %/ �/ COILED. PUD TO COMPLETE CONDUIT INTO
<br /> r -,��77 , - �I/ ,1 1 ENERGIZE THE,C CIRCUIT. THE CONNECTION AND
<br /> ,-.PROPERTY 1 _( J_ a /blip, ®® ;,' I
<br /> ' likili
<br /> 40 1 F R VAI t - P P P // 11 INSTALL INSTALL 3"CONDUIT WITH 6
<br /> .___ illi 1 'ROf'Eh7Y-�11+aa ■ BUS- C, k. i. - 10�i%�� --_�_ .� l / 9' CONDUCTORS (STATION SERVICE),AND 4-2/0 T>
<br /> +i t.I4:t Licf,..'L 3:� Wr _ -- MI ��"-tea. -__..-._ / - --irr C6 OD4U FOR UTILITY TRENCH DE1.4 TAILS.SEE SHEET ,,P^,�.�, g°7
<br /> RIM=STA 11+16.54,6.16'R 5LF 12"SD 39LF SRSSP ! 6"PVC ELBOW "j(1 12 INSTALL 3"CONDUITWITH 3 6 CONDUCTORS. ' '^.'noon
<br /> 5=2.00% 5=0.00% SEE SHEET 06,04 FOR UTILITY TRENCH DETNLS. 'tONat,
<br /> IE=559.44(36'SD N OUT) 8LF 6'PVC 62LF 12"SD
<br /> IE=559.44(12°SD W IN) 4LF - 0 S2.32% S-0.50% I 13
<br /> -..... .„
<br /> IE=561.92(12`SD E IN) =0.00%- - I cT NDUG SNARL ROIAADWALLED BY DIRECTIONAL
<br /> TYPEco 5�24/l7
<br /> C8687, 2-48' 6'PVC ELBOW DRILLIN A
<br /> SOLID LOCKING COVER 26LF 12"SD i --091 .,CPc,I ......-.0O3, --�cM -...._-Baa - ....--ceu-
<br /> CB 2Ck24 t rr 14 INSTALL 8°DIP, PER AWWD SIDS.CONNECT TO
<br /> ®W OIL POLLUTION CONTROL RISER 5=0.73%- 1 P,:M 5£4.82 i I EXISTING WATERMAIN WITH APPURTENANCE
<br /> STA 11+16.50,0.881 36"SD -12' CONC.OUT W I--562.'2 5LF 6"PVC 'o I I SHOWN.
<br /> RIM=565.18
<br /> S-0.00%- I t2"CONC. I E 11=562.20 5=26.66% �I
<br /> IE=562.01(12"SD W OUT) I 13LF 12°SD 013881,TYPE 2-48' 0 15 REPLACE TYPE 3 DETECTION LOOPS PER WSDOT
<br /> IE=562.01 (12°SD N IN) S=0.44% STA 10+57.99, 1.83'L Qj STD PLAN J-50.12-00.
<br /> 03684 .7 RIM=564.54 16 INSTALL WETLAND TREATMENT CATCH BASIN,SEE
<br /> IE=559.38(12'SD N OUT) EXISTING UTI ••LE 1-10 DETAILS ON SHEET C4.36.
<br /> O STA 1. -..46,0.80'1 - I
<br /> _65.03 IE=562.39 (6"PVC W IN) O
<br /> IE=56220(12"SDS OUT) IE=559.38(12"SD SW IN) -• ,il 17 SNOHOMIINSTALL SH COUNTY EDDS SRSSP DETENTION PER 2016 �`
<br /> IE=562.20(EXIST. CONC.E IN) C8682,TYPE 2-60' II re STA •' _'3037 rr ��
<br /> SOLID LOCKING COVER AIRPORT ROAD Ju C11ON BOX TO BE 8810 AJRP. -OAD,EVERETT 98204 18 RELOCATE EXISTING MECHANICAL GATE AND r tot-
<br /> II. •1,4:ii•.. 0.: INScALIED BY PUD INSTALL 6'X 12'DETECTION LOOPS PER WSDOT U 00
<br /> STA 10+68.55,5.99'H C8680 TYPE 1 STD PLAN J-50.11-00 AND J-50.15-00 AND v Inn
<br /> SPECIFICATIONS. LOCATION TO BE STAKED BY
<br /> RIM=565.16 STA 9+95.59, 1.26' ENGINEER.
<br /> II IE=559.44(12"SD NE OUT) RIM=563.93 I Lr
<br /> IE=559.44(12'SD W OUT) IE=559.07(12"SD W OUT) 0 REMOVE AND RELOCATE EXISTING LUMINAIRE PER F ZZ
<br /> IE=559.44(36'SD S IN) IE=559.07(12"SD S IN) " '^ OO
<br /> I SPECIFICATIONS.CONSTRUCT TYPE A FOUNDATION
<br /> FOR STEEL LIGHT STANDARD WITH SUP BASE PER ca
<br /> WSDOT STD PLAN J-28.30-03. Z QQ
<br /> 0 Q REMOVE AND RELOCATE EXISTING PEDESTRIAN I-I-
<br /> SCALE OR PRIVATE PARKING LOT LIGHT.SEE (A(./.)
<br /> SPECIFICATIONS. V '4.--4,.-4'
<br /> C)
<br /> -."--
<br /> 2)INSTALL 12"DIP,PER SLSWD STDS.CONNECT TO 00
<br /> EXISTING WATERMAIN WITH APPURTENANCE SHOWN Z
<br /> CB '8"x24"
<br /> RIM=562.43 ()INSTALL FLOW RESTRICTION/OIL POLLUTION 0 r92.-
<br /> ,=3.
<br /> 02
<br /> n 12 CCNC. OUT E IE=560.53 08690 EXIST TYPE 1 - (PROP)CONTROL DEVICE PER 2016 SNOHOMISH
<br /> 12"CONC. IN 5 1E=560.45 O©, AIRPORT ROAD COUNTY EDDS 5-270A 8t 5-270C.
<br /> A 5613089,0.77'1 Q YY
<br /> 12"CONC. IN N 560.59 RIM=561.70 23 INSTALL INFILTRATION CHAMBER GALLERY PER CC
<br /> E 8"CPP INE IE=560.78 1 IE=558.99 (12"EXIST.N OUT) Ca 20"y24" DETAIL ON SHEET 4.37. . QQ
<br /> z IE=559.41 (6'PVC SE IN) CB SOLID LID '^ rip_
<br /> IE=559.44(12"EXIST.S IN) RIM = 561.65 RI1$ = 560.49 2e4 INSTALL BIOFILTRATION CATCH BASIN, SIZE PER N
<br /> 'o i \ ,-IE 12"CONI' (N)=559.45 0 ® /-1E 12"CONE (N)=556.09 PLAN,SEE SHEET 4.38 FOR DETAILS. ' __
<br /> ,
<br /> ( IE 4"PVC (E)=559.75IE 4" PVC (E)=558.54
<br /> 75 25.00% IE 12"CONC (N)=559.45 © / IE 12"CONE(S)-.558.24 ON W (n
<br /> 0
<br /> / LEGEND J Y
<br /> ,-4 5541Ii '�.- JUNCTION BOX TO BE
<br /> RIM = 562.50 / INSTALLED BY PUD ------ EXISTING R/W Ll f-
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<br /> _ - I 6'PVC ELBOW _ I.."
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<br /> a+o0 I_I - - 1a°' �- _ - - _---- _ _ ._i1+ - - 11+5o PERMAN NTLIEASEM NT CC z
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<br /> II'/� y -'�Yf r � 'I - -- - TEMPORARY C
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<br /> a CC Y i )i, RA NrmdGbbal Partner
<br /> E s-.- I ..._-._ 11241 Willows hoed 118
<br /> Q i -1, O Redmond 19e 200
<br /> gton 98052
<br /> - 1 t "NC LE i FAX:(425)827-9577
<br /> 1 © I - Phone:(425)822-4446
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<br /> 1 t-TURN" www.otak.com
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<br /> U ! ' VAULT Q 32130T
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<br /> ` 1 Project No.
<br /> "ICASCH PARR" T-' STATION,30,6 C4.33
<br /> ).J 8731 AIRPORT ROAD, EVERETT 98204 10' 0' 10' 20'
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<br /> - IMIIMIIIIIIIMIMMIMbrowing No.
<br /> a I 1 1 SCALE IN FEET
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