a n e n b y y 5 w r k e r e h e xd-34 comp # 3-4(cz-p 3.7 ...v d b y d a t e n o n o d a t e b y a p...

NNORTH

NNORTH

NN

OR

TH

A

B

C

E

D

0

XD-21 to XD-37

100 YR FLOOD PLAIN

STREAM BUFFER

ST

RE

AM

BU

FF

ER

OH

WM

ST

RE

AM

BUFFER

OH

WM

OH

WM

31050200101000

31050200100700

31050200100900

31050200100800

31050200101000

310

5010

02017

00

310

5010

02018

00

31050200101200

31050200100100

31050100201700

31050100201300

31050200100100

32053500400600 32053600301500

32053600301600

31050100200800 32053600300900

32053600300801

32053600300800/ 32053600300700

32053600302300

INSTL 12" SGL HLX AHR NW L=9' (A0102)

INSTL 1-3/8" NEUT DG NW (G0111)

INSTL 1-3/8" PRI DG NW (G0113)

XD-37 COMP #H

STRIP, TOP AND ABANDON OLD POLE TO OTHERS

STENCIL POLE XD-36

XFR EXST 3-336 PRI AND 3/0 NEUT TO POLE

FRAME 3PH 13' DOUBLE ALLEY ARM NW (12F338)

RAKE POLE 4" SE

BACKFILL W CRUSHED ROCK TAMPED IN 6" LIFTS WITH POLE KEYS (2-PF0100)

SET 50' CL1 P W/GND 10' DEEP 8' SE OF EXST POLE (PW1050,N0110)

XD-36 COMP #3-6 (CZ-P 7.6', G 12.3') G


STENCIL POLE XD-35

INSTL 12" SGL HLX AHR SE L=20' (A0102)

INSTL 1-3/8" NEUT DG W (G0111)

INSTL 1-3/8" PRI DG NE (G0113)


FRAME 3PH 13' DBL ALLEY ARM ASSY (12F338)

SET 45' CL2 P W/GND 6.5' DEEP 11' NE AND 7' SE OF EXST POLE (PW2045,N0110)

XD-35 COMP # 3-5 (CZ-P 11.7')F


STENCIL POLE XD-34

RMV EXST XFMR DIST # 25-12325 SER #

XFR OH SEC SERVICES NW AND E (I0102)

SEC VOLT / /

DIST # , SER #

HANG 25KVA XFMR (12F601, BA21N)


FRAME 3PH 13' DBL ALLEY ARM NW (12F339)

POLE KEYS (2-PF0100) RAKE POLE 4" SE

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS WITH

SET 50' CL1 P W/GND 7' DEEP 4' SE AS STAKED (PW1050)

XD-34 COMP # 3-4(CZ-P 3.7')E

INSTL 12"SGL HLX AHR W L=15' (A0102)

INSTL 02-3/8" DGS W (2-G0113)

SET 40' CL2 GUY STUB P ACROSS HWY-530 AS STAKED 6.0' DEEP (PW2040)

NEW XD-31 STUB POLED

ABANDON EXST SGL HLX AHR TO OTHERS

RMV EXST DG W

INSTL 1-3/8" NEUT SG W TO NEW STUB POLE (G0202)

INSTL 1-3/8" PRI SG W TO NEW STUB POLE (G0202)

XD-31 COMP # 2-1(CZ-G 1.8')C

RAKE POLE 1' EAST

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS

EXST ASSY 12F339

TRENCH EXST 60' CL1 P 1' E AS STAKED

XD-25 COMP # 2-186553 (CZ-P 0.6')B

GF

H

LDA - 02

32053600300500 32053600320100

32053600302300

SW‚ SEC 36-32N-05E

NW‚ SEC 1-31N-05E

NE‚ SEC 02-31N-05E


STENCIL POLE XD-21

EXST 12" HLX AHR E L=16'

INSTL 1-3/8" NEUT DG E (G0113G)

INSTL 02-3/8" PRI DG E (G0113G)


FRAME 3PH 7' DDE FG ALLEY ARM ASSY (12F343, XO551)

SET 50' CL1 FE W/GND 7' DEEP 4' E AS STAKED (PFE1050, N0110FG)

XD-21 COMP # 1-5(CZ-P 3.6')A

31+00

32+00

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+0041+00

A

A

A

3-53-3

3-43-27

$

$

$

$ $

$$

D

ED

E25-373697

10-5665

25-12325

"

"

" 25-23533

8320

8326

8402

8402

8420

8425

8425

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AL-11878-Y

18-18-18/02

GAS CO

PIPELINE

C-2469

EAST B

ROOK R

D

Ç

2-186560

2-1

3-2

XD-31

XD-34

XD-33

XD-32

XD-30

321

STATE HWY 530 NE

A

186'182'

218'

L=15'

NW 01-

31-

05

SW 36-

32-

05

NE

02-31-05

NW 01-31-05

SW 36-32-05

SE

32-31-05

5'x5' EASEMENT

207'

XD-35

218'

L=20'

A

42+00

43+0044+00 45+00

46+00 47+00 48+00 49+00

A

A

3-30

3-7

3-8

$$

$

$

CD

15-323660

""

25-25819

8625

8602

8602

2

3

XD-37X

SW 36-3

2-0

5

XD-37

204'

AA

$3-6

XD-36

210'

104'193'

L=9'

5'x5' EASEMENT

BAKER RIVER TRANSMISSION LINE

EASEMENT

31+00

32+00

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+0041+00

A

A

A

3-53-3

3-43-27

$

$

$

$ $

$$

D

ED

E25-373697

10-5665

25-12325

"

"

" 25-23533

8320

8326

8402

8402

8420

8425

8425

J

AL-11878-Y

18-18-18/02

GAS CO

PIPELINE

C-2469

EAST B

ROOK R

D

Ç

2-186560

2-1

3-2

XD-31

XD-34

XD-33

XD-32

XD-30

321

STATE HWY 530 NE

A

186'182'

218'

L=15'

NW 01-

31-

05

SW 36-

32-

05

NE

02-31-05

NW 01-31-05

SW 36-32-05

SE

32-31-05

5'x5' EASEMENT

207'

XD-35

218'

L=20'

A

42+00

43+0044+00 45+00

46+00 47+00 48+00 49+00

A

A

3-30

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3-8

$$

$

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CD

15-323660

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25-25819

8625

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8602

2

3

XD-37X

SW 36-3

2-0

5

XD-37

204'

AA

$3-6

XD-36

210'

104'193'

L=9'

5'x5' EASEMENT

BAKER RIVER TRANSMISSION LINE

EASEMENT

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1-5

1-14

1-16

1-18

1-9

1-10

1-23

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XD-20

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01-

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$A L=16'

240'

273'

XD-17

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6+

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1-5

1-14

1-16

1-18

1-9

1-10

1-23

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1-17

1-15

1-13

XD-18

XD-20

XD-21

XD-19

XD-22

A-25894

6

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13

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STILL

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E HW

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176'

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02-

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240'

273'

XD-17

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18

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19

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20

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21

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22

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15-386711

"

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8201

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2-13

2-12

2-186553

2-186554

1-21

XD-25

XD-23

XD-24

STAT

E HW

Y 53

0 NE

190'

188'

NE

02-

31-

05

NW

01-

31-

05

17

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18

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19

+00

20

+00

21

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22

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23

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A$

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15-386711

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8216

a CAP 4513

2-13

2-12

2-186553

2-186554

1-21

XD-25

XD-23

XD-24

STAT

E HW

Y 53

0 NE

190'

188'

NE

02-

31-

05

NW

01-

31-

05

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY

PUBLIC UTILITY DISTRICT No. 1

LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18

PROJECT FILE NO. _______

100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE

EXISTING UGND PRIMARY CABLE

SECONDARY OVHD LINE

EXISTING PRIMARY LATERALS

NEW RECONDUCTORED DISTRIBUTION LINE

EXISTING DISTRIBUTION LINE

NEW DISTRIBUTION POLE TO REPLACE EXISTING POLE

NEW DISTRIBUTION POLE

EXISTING DISTRIBUTION POLE TO BE REMOVED

EXISTING DISTRIBUTION POLE

LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NNORTH

AC

AA

AD

XD-47 to XD-59

0

ST

RE

AM

BUFFE

R

100' Y

R FLO

OD PLAIN

OH

WM

100' Y

R FLO

OD PLAIN

32053600300100

32053600302400

32053600101500

32053600101500

32053600100500 32053600100300

32053600100200

32053600200601

32053600200600/

32053600101200

32053600200500

AB

ST

RE

AM

BUFFE

R


STENCIL POLE XD-59

RETAP LATERAL PER SCHEMATIC

XFR EX PRI LAT 2-#4 CU WIRE S & MATCH EX TENSION

INSTL LBCO & FUSE LAT S @ 15 AMPS

INSTL ROAD PH TO OPPOSITE PH ASSY (12V116,T0308)



RAKE POLE 6"N

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS WITH POLE KEYS (2-PF0100)

SET 50' CLH4 P W/GND 7' DEEP 2' SE AS STAKED (PW1050, N0110)

(CZ-P 1.2')XD-59 COMP # 1-8AD

RMV EXIST SGL HLX AHR NW

XFR EXST 3/8"DG TO SGL HLX AHR NW L=7' (G0113)



INSTL ROAD PH TO OPPOSITE PH ASSY (12V116)

(CZ-G 1.4')XD-49 COMP # 2-9AC

INSTL 8"SGL HLX AHR NW L=15' (A0101)

INSTL 1-3/8"DG NW (G0113G)

ATTACH SG FROM XD-47 SE

INSTL 45' CL2 FE GUY STUB POLE ACROSS HWY-530 6' DEEP (PFE2045)

NEW XD-47 STUB POLEAB

RMV EXST DG AND SGL HLX AHR NW

INSTL 1-3/8" SG NW TO NEW STUB POLE (G0202)

(CZ-G 5.9')XD-47 COMP # 3-21AA

LDA - 03

NE‚ SEC 36-32N-05E WMNW‚ AND SW‚ SEC 36-32N-05E WM

80+00

81+00

82+

00

83+

00

84+

00

85+00

86+00

87+00

88+00

89+00

90+00

91+

00

A

1-6

1-7

1-11

1-91-10

1-8

1-165707

1-19

1-20

$

$

$

$

$

$$

$

EE

,

FU15

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15-747715-9954

9425

J

AL-19704-Y

E-00282

Ç

Å

XD-59

XDA-1

XD-57

21/15

18-18-18/02

3

321

249TH ST NE

STATE HW

Y 530 NE

STILLA

GUAMISH RIVER

NORTH F

ORK

MOSE RD

234'

214'

110'

LOCATED IN NE 36-32-05

80+00

81+00

82+

00

83+

00

84+

00

85+00

86+00

87+00

88+00

89+00

90+00

91+

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1-6

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1-91-10

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1-165707

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21/15

18-18-18/02

3

321

249TH ST NE

STATE HW

Y 530 NE

STILLA

GUAMISH RIVER

NORTH F

ORK

MOSE RD

234'

214'

110'


100'

YR

FL

OO

D

PL

AIN

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+

00

71+

00

A

A

A

A

A

A

4-40

2-7

2-8

3-28

3-19

3-20

3-21

2-9

2-12

3-34

2-242763

3-33

$

$

$

$

$

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$

$

$

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$

$

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REG 426D

REG 427

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9006

9002

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E-10109

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Å

Å

XD-48X

XD-49

XD-48

XD-45

XD-46

XD-47

11/14

11/14

18-18-18/02

11/14

1

321

1

STATE HW

Y 530 NE

STILLA

GUAMISH RIVE

R

NORT

H F

ORK

XD-50

209'

210'

235'

195'

A L=7'

A

L=15'

NW 36-32-05

SW 36-32-05

NW

36-

32-

05

NE

36-

32-

05

SE 36-32-05

NE 36-32-05

SW 36-

32-

05

SE

36-

32-

05

3

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REQUIRED

BRUSHING

TREE TRIMMING &

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+

00

71+

00

A

A

A

A

A

A

4-40

2-7

2-8

3-28

3-19

3-20

3-21

2-9

2-12

3-34

2-242763

3-33

$

$

$

$

$

$

$

$

$

$

$

$

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REG 426D

REG 427

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Å

Å

XD-48X

XD-49

XD-48

XD-45

XD-46

XD-47

11/14

11/14

18-18-18/02

11/14

1

321

1

STATE HW

Y 530 NE

STILLA

GUAMISH RIVE

R

NORT

H F

ORK

XD-50

209'

210'

235'

195'

A L=7'

A

L=15'

NW 36-32-05

SW 36-32-05

NW

36-

32-

05

NE

36-

32-

05

SE 36-32-05

NE 36-32-05

SW 36-

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05

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BY

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No

DA

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BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

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ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NNORTH

BA

0

BA

30'

40'

40'

20'

ED

GE OF R

OAD S

HO

ULDER

XD-63 STUB POLE

BF

20'40'

40'

EDGE OF ROAD SHOULDER

XD-73 SERVICE POLE

WETLAND BUFFER IMPACT AREA

WETLAND BUFFER IMPACT AREA

BB

XD-63 to XD-73

100' Y

R FLO

OD PLAIN

32053600100200

3206000300500

32053600100101

32053600100100/

150' ST

RE

AM

BUFFER

LDA - 04

RMV EXST SERVICE POLE

XFR EXST SERVICE TO SERVICE POLE (2-I0101)

INSTL 8" SGL HLX AHR SW L=10' (A0101)

INSTL 1-3/8" DG SW OF SERVICE POLE (G0113FG)

SET 45' CL2 FG SERVICE POLE 6.5' DEEP 3'N AS STAKED (PFG2045)

(CZ-SP 2.5')SERVICE POLE NEAR XD-73 COMP # 3-29BF


STENCIL POLE XD-71


FRAME 3PH 7' DBL ALLEY ARM N (12F339)

RAKE POLE 4" S


SET 50' CL1 P W/GND 9' DEEP 3' S AS STAKED (PW1050, N0110)

(CZ-P 1.0')XD-71 COMP # 3-2BE


STENCIL POLE XD-70

REMOVE EXST STUB POLE, SPAN GUYS, DOWN GUYS AND ANCHORS

RMV EXST XFMR DIST # 25-391536 SER #____________

INST SEC RISER AND PED 1U705 (350 / 4/0 TPX)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________


INST AREA LIGHT (L0101)


FRAME 3PH 10' DBL FG ARM ASSY (12F322,X0553)

SET 50' CLH2 FE P 9' DEEP 2' WEST OF EXST POLE (PFE2050,N0110FG)

XD-70 COMP # 111151 BD


STENCIL POLE XD-69

SG N TO STUB POLE (G0202)

XFR EX PRI LAT 2-#2ACSR WIRE N & MATCH EX TENSION

INST END OF ARM TAP & FUSE LAT NW @ 40 AMPS (12V115)



RAKE POLE 6" NE


INSTL 50' CL1 P W/GND 7' DEEP 5' W AND 2' S AS STAKED (PW1050, N0110)

(CZ-P 0.4')XD-69 COMP # 4-8BC

NE‚ SEC 36-32N-05E

BEBC

BF

BD

32063000300200

32053600100101

32053600100100/

32063000200100

150' STREAM BUFFER

100' YR FLOOD PLAIN

SE‚ SEC 25-32N-05E & SW‚ SEC 30-32N-06E


STENCIL POLE XD-65


FRAME 3PH 10' SGL ARM ASSY (12F303)

SET 50' CL 1 P W/GND 7' DEEP 2' EAST OF EXST POLE (PW1050, N0110)

XD-65 COMP # 109094 BB

RMV EXIST STUB POLE, DG AND SGL HLX AHR NW


INSTL 1-3/8" DG NW (G0113)

XFR EXST 3/8" SG NW TO STUB POLE (G0202)

SET 45' CL2 FE GUY STUB POLE ACROSS HWY-530 6' DEEP AND 2' NW AS STAKED (PFE2045)

(CZ-GP 1.4')XD-63 STUB POLE COMP # 1-23BA

105+

00

106+

00

107+00

108+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00117+00

A

A

A

A

AA

A

4-9

4-15

4-6

4-5

4-8

3-215283

3-31

3-29

3-30

3-19

3-22

3-24

3-1

3-2673923-2

$

$

$

$

$$

$

$$

$

$

$

$

C

C

D

E

, ,FU8FU40

"

""

"

25-391536

10-5668

25-5239

9904

10030

10030

10025

J

J

J

J

AL-103264-D

AL-102721-D

AL-102430-D

AL-23453-YBONNEVILLE POWER ADMINISTRATION

SNOHOMISH-BLAINE

NO 1

MONROE-CUSTER

NO 2

1

1

E-27446

E-00920

E-08121

P-449

C-943

Å

Å

Ç

XD-71XA

XD-71XXD-71

XD-68

XD-69

%

11/14

11/14

18-18-18/023

123

1

NORTH FORKSTILL

AGUAMISH

222'

$

A

256'136'202'

L=10'A

174'

STATE HWY 530 NE

SW 30-

32-

06

SE 25-

32-

05

NW 31-32-06

SW 30-32-06

XD-73XD-70

RIVER

SW 30-32

-06

SE 25-32

-05

105+

00

106+

00

107+00

108+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00117+00

A

A

A

A

AA

A

4-9

4-15

4-6

4-5

4-8

3-215283

3-31

3-29

3-30

3-19

3-22

3-24

3-1

3-2673923-2

$

$

$

$

$$

$

$$

$

$

$

$

C

C

D

E

, ,FU8FU40

"

""

"

25-391536

10-5668

25-5239

9904

10030

10030

10025

J

J

J

J

AL-103264-D

AL-102721-D

AL-102430-D

AL-23453-YBONNEVILLE POWER ADMINISTRATION

SNOHOMISH-BLAINE

NO 1

MONROE-CUSTER

NO 2

1

1

E-27446

E-00920

E-08121

P-449

C-943

Å

Å

Ç

XD-71XA

XD-71XXD-71

XD-68

XD-69

%

11/14

11/14

18-18-18/023

123

1

NORTH FORKSTILL

AGUAMISH

222'

$

A

256'136'202'

L=10'A

174'

STATE HWY 530 NE

SW 30-

32-

06

SE 25-

32-

05

NW 31-32-06

SW 30-32-06

XD-73XD-70

RIVER

SW 30-32

-06

SE 25-32

-0591+

00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

99+00

100+

00

A

A

A

4-1

1-29

1-30

1-239758

1-25

1-23

1-26

1-21

$

$

$

$

$

$

$

$

$

E 25-18277

9410

9410

9410

J

AL-9481-Y

Ç

XD-64

XD-62

XD-65

%

18-18-18/02321

XD-63

NORTH F

ORK

STILLA

GUAMISH RIVER

STATE

HWY 530 NE

A

L=15'

175'

197'

NE 36-32-05

SE 25-32-05

261812

EAR

XD-65

238'

91+

00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

99+00

100+

00

A

A

A

4-1

1-29

1-30

1-239758

1-25

1-23

1-26

1-21

$

$

$

$

$

$

$

$

$

E 25-18277

9410

9410

9410

J

AL-9481-Y

Ç

XD-64

XD-62

XD-65

%

18-18-18/02321

XD-63

NORTH F

ORK

STILLA

GUAMISH RIVER

STATE

HWY 530 NE

A

L=15'

175'

197'

NE 36-32-05

SE 25-32-05

261812

EAR

XD-65

238'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NNORTH

CB

CC

CA

CD

CE CF

CG

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS RAKE POLE 6' SOUTH

EXST ASSY 12F606, 12F601

TRENCH EXST 45' CL2 P 1'SE

XD-95 COMP # 1-187616 (CZ-P 0.5')CJ


STENCIL POLE XD-94



SET 50' CL 1 P W/GND 7' DEEP 2' NE OF EXST POLE (PW1050, N0110)

XD-94 COMP #CI

STRIP, TOP AND ABANDON OLD POLE TO OTHERS +

STENCIL POLE XD-93



SET 50' CL 1 P W/GND 7' DEEP 2' SW OF EXST POLE (PW1050, N0110)

XD-93 COMP #CH

CH

CI

CJ

4

XD-79 to XD-95

32063000401700

32063000400800

32063000401100

32063000301300

32063000301500

32063000300200

32063000400900

150' S

TR

EA

M

BU

FF

ER

32063000302100

32063000301901

32063000301900

32063000400900

32063000400500

32063000400500

32063000401500

32063000401900

32063000402700

32063000100300

32063000400400

100

YR FLO

OD PLAIN

ST

RE

AM 18

LDA - 05


STENCIL POLE XD-89

NOTE: SEE UG SKETCH #4822 FOR UG CABLE TRANSFER

INSTL 1PH UG TERM POLE & FUSE OH TO UG @ 25AMPS (12U111)

XFR EX PRI LAT 2-#2 CU WIRE & MATCH EX TENSION

INST END OF ARM TAP & FUSE LAT S @ 15 AMPS (12V115)



SET 50' CL1 P W/GND 7' DEEP 2' NE OF EXST POLE (PW1050, N0110)

XD-89 COMP # 111190CG


STENCIL POLE XD-88

RMV EXST XFMR DIST # 15-_______ SER #____________

XFR 2-EXST OH SERVICES SW & SE (I0101)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________

HANG 15KVA XFMR (12F601, BA21L)



SET 50' CL1 P W/GND 7' DEEP 2' NE OF EXST POLE (PW1050)

XD-88 COMP # 111189CF


STENCIL POLE XD-87


XFR EXST OH SERVICE N (I0101)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________





XD-87 COMP # 111188CE


STENCIL POLE XD-85X




XFR OH SEC SERVICES N AND S (I0102)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________


XFR EX PRI LAT 2-#2ACSR WIRE & MATCH EX TENSION




(2-PF0100) RAKE POLE 6"S

BACKFILL WITH CRUSHED ROCK TAMPED IN 6"LIFTS WITH POLE KEYS


XD-85X COMP # 4-4 (CZ-G 5.3')CD


STENCIL POLE XD-83

RMV EXST DG & AHR

RMV EXST XFMR DIST# 15-20380 SER #____________


SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________




(2-PF0100) RAKE POLE 6"S

BACKFILL WITH CRUSHED ROCK TAMPED IN 6"LIFTS WITH POLE KEYS

SET 50' CL1 P W/GND 9' DEEP 2' S AS STAKED (PW1050)

XD-83 COMP # 3-17(CZ-P 1.1')CC


STENCIL POLE XD-82


INSTL 1-3/8" PRI DG NW (GO113)

RMV EXST XFMR DIST# 15-10775 SER #____________

XFR OH SEC SERVICES SE AND S (I0101)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # ______________




RAKE POLE 6" SE


SET 50' CL1 P W/GND 7' DEEP 9' SW AND 3' SE AS STAKED (PW1050)

XD-82 COMP # 3-161619 (CZ-P 1.8')CB


XFR EXST SERVICE TO NEW POLE (I0101)

SET 45' CL 2 SERVICE POLE 6.5' DEEP 1' S OF EXST POLE (PW2045)

SERVICE POLE OFF XD-79 COMP # 111171CA

3206000301100

32063000301900

32063000301000

32063000401100

32063000400701

SE‚ SEC 30-32N-06ESW‚ SEC 30-32N-06E

NE‚ SEC 30-32N-06E

32063000301400

32063000401000

32063000400701

32063000400700

160+

00

161+

00

162+

00

163+

00

164+

00

165+

00

166+

00

167+

00

168+

00

169+

00

$

$

$

$

$

$

$

$

$

A

4-22

4-32

4-24

4-25

4-28

4-20

4-21

4-196035

1-187616

2-1

C

"

E

,

,

,

FU15

FU40

FU15

37-10566

25-253681

11326 11506

11418

11414

11407

1 1

C-1486

E-17

974

Å

Å

Å

XD-96

XD-95

XD-92

XD2K-2

XD2K-1

11/14

11/14

21/14

1

3

1

173'

219'

A

XD-94

XD-93

225'

160+

00

161+

00

162+

00

163+

00

164+

00

165+

00

166+

00

167+

00

168+

00

169+

00

$

$

$

$

$

$

$

$

$

A

4-22

4-32

4-24

4-25

4-28

4-20

4-21

4-196035

1-187616

2-1

C

"

E

,

,

,

FU15

FU40

FU15

37-10566

25-253681

11326 11506

11418

11414

11407

1 1

C-1486

E-17

974

Å

Å

Å

XD-96

XD-95

XD-92

XD2K-2

XD2K-1

11/14

11/14

21/14

1

3

1

173'

219'

NE 30-32-06

SE 30-32-06

NE 30-

32-

06

NW 29-

32-

06

A

XD-94

XD-93

225'

129+

00

130+

00

131+

00

132+

00

133+

00

134+

00

135+

00

136+

00

137+

00

138+

00

139+

00

140+

00

141+

00

142+

00

143+

00

144+

00

145+

00

146+

00

147+

00

148+

00

149+

00

150+

00

151+

00

152+

00

152+

00

153+

00

$

$

$

$

$

$

$

$

$

$

A

A

A

A

A

A

4-34

4-9

4-8

4-7

4-250491

4-4

4-23

4-6

4-11

4-10

3-161619

4-184719

3-21

3-26

3-14

3-13

3-23

4-250489

3-17

3-15

4-1

4-2

$

$

$

$

$

$

$

$

$

$

$

$

C

C

"

"

"

"

"

4-250491

25-18946

D

D

D

E

D

D

D

,

,

,

, FU15

FU15

FU6

FU25

"

"

"

"

D

25-12427

15-20380

15-20390

25-21575

15-10775

15-344629

15-14822

15-6625

15-6407

10701

10618

10618

10706

10511

10417

10506

J

J

J

J

J

AL-12960-Y

AL-15621-Y

AL-16706-Y

AL-7345-Y

AL-7346-Y

10802

11032

10827-M

10907

11012

10731

10802

10832

C-1581

E-03506

Å

Å

Ç

Ç

XD-84

XD-79

XD-83

XD-81

XD-80

XDT-1

XD-86

XD-85

XD-85X

XD2E-1

18-18-18/02

10/14

11/14

18-18-18/02

321

321

1

1

STATE H

WY 530 NE

106TH AVE NE

44'

A

273'

243'

167'

L=6'

A

XD-82L=10'5'x10' EASEMENT

5'x10' EASEMENT

XD-79

XD-87

XD-88

XD-89

243'

289'

278'

203'

129+

00

130+

00

131+

00

132+

00

133+

00

134+

00

135+

00

136+

00

137+

00

138+

00

139+

00

140+

00

141+

00

142+

00

143+

00

144+

00

145+

00

146+

00

147+

00

148+

00

149+

00

150+

00

151+

00

152+

00

152+

00

153+

00

$

$

$

$

$

$

$

$

$

$

A

A

A

A

A

A

4-34

4-9

4-8

4-7

4-250491

4-4

4-23

4-6

4-11

4-10

3-161619

4-184719

3-21

3-26

3-14

3-13

3-23

4-250489

3-17

3-15

4-1

4-2

$

$

$

$

$

$

$

$

$

$

$

$

C

C

"

"

"

"

"

4-250491

25-18946

D

D

D

E

D

D

D

,

,

,

, FU15

FU15

FU6

FU25

"

"

"

"

D

25-12427

15-20380

15-20390

25-21575

15-10775

15-344629

15-14822

15-6625

15-6407

10701

10618

10618

10706

10511

10417

10506

J

J

J

J

J

AL-12960-Y

AL-15621-Y

AL-16706-Y

AL-7345-Y

AL-7346-Y

10802

11032

10827-M

10907

11012

10731

10802

10832

C-1581

E-03506

Å

Å

Ç

Ç

XD-84

XD-79

XD-83

XD-81

XD-80

XDT-1

XD-86

XD-85

XD-85X

XD2E-1

18-18-18/02

10/14

11/14

18-18-18/02

321

321

1

1

STATE H

WY 530 NE

106TH AVE NE

44'

A

273'

243'

167'

L=6'

SW 30-

32-

06

SE 30-

32-

06

A

XD-82L=10'5'x10' EASEMENT

5'x10' EASEMENT

XD-79

XD-87

XD-88

XD-89

243'

289'

278'

203'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NN

ORTH

NNORTH

DDDE

DGDF

DH

DC

NNORTH

DA

DB


STENCIL POLE XD-107


XFR OH SEC SERVICE N (I0101)

SEC VOLT / /

DIST # , SER



FRAME 3PH FLAT TANGENT ASSY (12F303)

SET 50' CL1 P W/GND 7' DEEP 2' W AND 1' S OF EXST POLE (PW1050, N0110)

(CZ-P 0.4')XD-107 COMP # 2-23DC DEAD END 3-336 PRI & 3/0 NEUT CONDUCTORS E & W

EXST RECLOSER STRUCTURE #2494 (12F610)

DH XD-124 COMP # 4-239879

ATTACH 3-336 PRI AND 3/0 NEUT TO EXST POLE

DG XD-123 COMP # 4-4


DF XD-122 COMP # 4-239886


STENCIL POLE XD-121

RMV EXIST SGS SE

XFR EXST 3/8"SG NW (G0202)


INSTL 1-3/8" NEUT DG SW (G0111)

INSTL 2-3/8" PRI DG SW (G0113)

DEAD END 3-336 PRI & 3/0 NEUT EAST & WEST

FRAME 3PH 10' DBL DEADEND (12F311)

SET 50' CL1 P W/GND 7' DEEP 5' SW OF EXST POLE (PW1050, N0110)

DE XD-121 COMP # 4-8


STENCIL POLE XD-120X




XFR OH SEC SERVICES SE (I0102)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # ______________





FRAME 3PH 7' DOUBLE ALLEY ARM N (12F339)


SET 50' CL1 P W/GND 7' DEEP 3' SE OF EXST POLE (PW1050, N0110)

(CZ-G 6.3')XD-120X COMP # 4-13DD

4

XD-101 to XD-124


STENCIL POLE XD-102


INSTL 3" SEC RISER & PED (350 / 4/0 TPX) (1U705)


SEC VOLT / /

DIST # , SER #



INST END OF ARM TAP & FUSE LAT S @ 65 AMPS (12V115, E0204)



RAKE POLE 6" S

(2-PF0100)

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS WITH POLE KEYS


(CZ-P 2.9')XD-102 COMP # 2-13DB


STENCIL POLE XD-101

NOTE: SEE UG SKETCH #7394 FOR UG CABLE REPLACEMENT

INSTL 1PH UG TERM POLE & FUSE OH TO UG @ 25AMPS (12U111)


XFR 2-EXST OH SERVICES S & N (I0102)

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________

HANG 37.5KVA XFMR (12F601, BA21P)



SET 50' CLI P W/GND 7' DEEP 1' SW OF EXST POLE (PW1050, N0110)

XD-101 COMP # 111086DA

32062900200700

32062900202300

32062900201700

32062900200900

32062000401200

32062000400300

32062000401500

32062000401700

32062000402200

32062000402000

32062000400200

32062000402700

32062900200601

32062900200600

32062900201601

32062900201600

32062900202601

32062900202600

32062000400400

32062000401301

32062000401300

32062000402400

32062000401601

32062000401600

32062000401900

32062900201900

32062000402200

3206900202401

3206900202400

32062900200101

32062900200100

32062900200200

32

062900102

100

32062900101701

32062900101700

32

062

900100900

32062900101001

32062900101000

150' S

TR

EA

M

BUFF

ER

100' STREAM BUFFER

100' STREAM BUFFER

150' S

TR

EA

M

BUFFE

R

WETLANDS BUFFER

WE

TL

AN

DS

BU

FF

ER

WETLAND X

WETLAND V

STREAM 16

ST

RE

AM 15

MA

TC

H LIN

E S

EE S

HE

ET L

DA-0

7 S

TA. 235+00

LDA - 06

NW‚ SEC 29-32N-06E SE‚ SEC 20-32N-06E

NW‚ SEC 29-32N-06E

217+

00

218+

00

219+

00

220+

00

221+

00

222+

00

223+00

224+00

225+00 226+00 227+00228+00

229+00230+00

231+00232+00

233+00234+00

235+00

$

$

$

$$

$

$

$

$$

$

$

$

$

$

$

$

$

A

A

A

A

A

A

A

4-26

4-25

4-14

4-12

4-38

4-16

4-246386

4-160399

4-160400

4-239879

4-239886

4-187640

4-15

4-39

4-40

4-364-37

4-4

4-13 4-8

C

C

"

"

"

"

D

D

E

E

,

,

,

(

RCL 2494

FU40

FU8

FU25

G

15-232768

15-321996

15-229299

15-383866

25-15852

25-11571

J

AL-3413-Y

12619

12814

12830

12814

27104

12831

12820

12831

1

KROEZE

RD

E-12631

E-20305

Å

Å

Ç

Ç

Ç

Ç

Ç

XD-117

XD-117X

XD-118

XDD-2

LEU 10011

18-18-18/02

18-18-18/02

18-18-18/02

18-18-18/02

17-17-17/02

11/14

11/14

321

123

1

1

123

123

321

STATE HWY 530 NE

XD-123 XD-124

XD-122

XDD-1

250'

95'

A

XD-120XXD-120

160'

276'

L=11'55'

XD-121 223'

224'

$

XD-118

L=30'

A

217+

00

218+

00

219+

00

220+

00

221+

00

222+

00

223+00

224+00

225+00 226+00 227+00228+00

229+00230+00

231+00232+00

233+00234+00

235+00

$

$

$

$$

$

$

$

$$

$

$

$

$

$

$

$

$

A

A

A

A

A

A

A

4-26

4-25

4-14

4-12

4-38

4-16

4-246386

4-160399

4-160400

4-239879

4-239886

4-187640

4-15

4-39

4-40

4-364-37

4-4

4-13 4-8

C

C

"

"

"

"

D

D

E

E

,

,

,

(

RCL 2494

FU40

FU8

FU25

G

15-232768

15-321996

15-229299

15-383866

25-15852

25-11571

J

AL-3413-Y

12619

12814

12830

12814

27104

12831

12820

12831

1

KROEZE

RD

E-12631

E-20305

Å

Å

Ç

Ç

Ç

Ç

Ç

XD-117

XD-117X

XD-118

XDD-2

LEU 10011

18-18-18/02

18-18-18/02

18-18-18/02

18-18-18/02

17-17-17/02

11/14

11/14

321

123

1

1

123

123

321

STATE HWY 530 NE

XD-123 XD-124

XD-122

XDD-1

250'

95'

A

XD-120XXD-120

160'

276'

L=11'55'

XD-121 223'

224'

$

XD-118

L=30'

A

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

192+

00

193+

00

194+

00

195+

00

196+

00

197+

00

198+

00

199+

00

$

$

$

$

$

A

2-24

2-23

2-17

1-1

2-239687

"

"

D

D

,

,

FU25

FU40

25-12181

25-17344

1222112115

12308

12308

Å

Å

Ç

XD-107

XD-108

XD-106

LEU 93

65

56/08

50/08

18-18-18/02

321

2

1

248'

203'

STATE HW

Y 530 NE

NE 29-

32-

06

NW 29-

32-

06

192+

00

193+

00

194+

00

195+

00

196+

00

197+

00

198+

00

199+

00

$

$

$

$

$

A

2-24

2-23

2-17

1-1

2-239687

"

"

D

D

,

,

FU25

FU40

25-12181

25-17344

1222112115

12308

12308

Å

Å

Ç

XD-107

XD-108

XD-106

LEU 93

65

56/08

50/08

18-18-18/02

321

2

1

248'

203'

STATE HW

Y 530 NE

NE 29-

32-

06

NW 29-

32-

06

179+

00

180+

00

181+

00

182+

00

183+

00

184+

00

185+

00

186+

00

$

$

$

$

$

$

$

$

$

$$

$

$

A

2-26

2-14

2-15

2-30

2-27

2-28

2-16

2-13

2-12

2-82-5000

2-9

C

C

"

"

"

"

"

"

D

D

D

E

,

,

FU25

FU65

25-13456

15-13358

25-8138

15-3464

37-7988

J

J

AL-17805-Y

AL-11690-Y

26133

11931

11917

11800

11823

11812

26123

11829

11812

1

1

1

P-577

Å

Å

XD2R-2

XD-102X

XD2R-1

XD-101

XD-102

LEU 47

95

11/14

65/08

1

1

119T

H AV

E NE

252'

206'

54'

XD-101

NN

ORTH

EA

EB EC

EE

EG

EI

EF

EH

ED

XD-125 to XD-129

2


40'

40'

20'

A

40'XD-128

25'XD-127

30'XD-126

30'XD-125

DIMENSION 'A'STRUCTURE

EA

EB

EC

EE


40'

40'

20'

A

ED

EH 25'XD-128X STUB

15'XD-127 STUB


50' STREAM BUFFER

WETLA

NDS B

UFFER

WETLANDS BUFFER

00426200000501

00426200000500

32062000401601

32062000401600

32062000400200

32062100300500

00426200000200 00426200000100

32062100200600

32062100300600

32062000400300

3206200402700

WETLAND V

WETLAND V

MA

TC

H LIN

E S

EE S

HE

ET L

DA-0

6

ST

A.

23

5+

00

MATCH LINE SEE SHEET LDA-08 STA. 250+

00

STREAM 14

LDA - 07

NE‚ SEC 20-32N-06E

SW‚ SEC 21-32N-06E

32062100600300

32062100200400

ACCESS AREA IMPACT ACCESS AREA IMPACT


XD-129 COMP # 3-7 EI

INSTL 12" SGL HLX AHR NW L=15'

INSTL 2-3/8" DGS (2-G0113)

ATTACH 1-3/8" SG S FROM XD-128X

6' DEEP 2'E OF EXST POLE (PFE2045)

SET 45' CL 2 FE GUY STUB P ACROSS HWY-530

XD-128X STUB POLE COMP # 3-6EH


POLE XD-128X COMP # 3-5EG

INSTL 1-3/8" PRI SG S FROM XD-128

XD-128 STUB POLE COMP # 3-4EF


STENCIL POLE XD-128

INSTL 1-3/8" PRI SG N TO STUB P (G0202)


XFR OH SEC SERVICES S (I0101)

SEC VOLT / /

DIST # , SER #

HANG 15 KVA XFMR (12F601, BA21L)

ATTACH 3-336 PRI & 3/0 NEUT CONDUCTORS TO POLE

FRAME 3PH FG FLAT TANGENT ASSY (12F303,X0301)

SET 50' CL1 FE W/GND 7' DEEP 2' E OF EXST POLE (PFE1050,N0110G)

XD-128 COMP # 3-3EE


INSTL 2-3/8" DGS NW (2-G0113) TO EXST AHRS

ATTACH 1-3/8" SG SE FROM XD-127

6.5' DEEP 2' SW OF EXST POLE (PFE2045)

SET 45' CL 2 FE GUY STUB P ACROSS HWY-530

XD-127 STUB POLE COMP # 3-187641ED

RMV OLD POLE

STENCIL POLE XD-127

INSTL 1-3/8" PRI SG NW TO STUB POLE (G0202)


XFR OH SEC SERVICES S (I0101)

SEC VOLT / /

DIST # , SER #

HANG 15 KVA XFMR (12F601, BA21L)


INSTL 3PH 12' DBL FG ALLEY ARM NW (12F338, X0555)

SET 50' CL1 FE W/GND 7' DEEP 23' SE OF EXST POLE (PFE1050, N0110FG)

(CZ-P 22.6')XD-127 COMP # 3-252318EC


STENCIL POLE XD-126

ATTACH 3-336 PRI AND 3/0 NEUT TO POLE


SET 50' CL1 P W/GND 7' DEEP 5' NE OF EXST POLE (PW1050, N0110FG)

XD-126 COMP # 4-1EB


STENCIL POLE XD-125


INST SEC RISER AND PED IU705 (350 /4/0 TPX)

XFR OH SEC SERVICES NW & SW (I0101)

SEC VOLT / /

DIST # , SER #





XD-125 COMP # 4-34EA

250+00

$3-7

D15-341330

13305

13318-M

1

XD-129

235+00236+00

237+00238+00

239+00240+00

241+00242+00

243+00

244+00

245+00

246+00

247+00

248+00

249+00

$

$

$

$

$

$

$

$

$

$

$

$

A

A

A

2-1

3-6

3-5

3-4

3-3

3-15

4-35

4-34

4-1

3-252318

3-187641

4-2

C

"

"

"

D

E

25-20944

15-385489

15-338267

J

AL-100886-D

12926

12926

13210

13120 13120

12921

TR A

4

1

C-1891

Ç

%

17-17-17/06321XD-125

XD-126XD-127

XD-128

238'

180'

276'

304'

204'

254'XD-128X

SW 21-32-06

NE

20-32-06

NW 21-32-06

SW 21-32-06

2618

12

EAR

BRUSHING REQUIRED

TREE TRIMMING AND

BRUSHING REQUIRED

TREE TRIMMING AND

A

A

L=15'

250+00

$3-7

D15-341330

13305

13318-M

1

XD-129

235+00236+00

237+00238+00

239+00240+00

241+00242+00

243+00

244+00

245+00

246+00

247+00

248+00

249+00

$

$

$

$

$

$

$

$

$

$

$

$

A

A

A

2-1

3-6

3-5

3-4

3-3

3-15

4-35

4-34

4-1

3-252318

3-187641

4-2

C

"

"

"

D

E

25-20944

15-385489

15-338267

J

AL-100886-D

12926

12926

13210

13120 13120

12921

TR A

4

1

C-1891

Ç

%

17-17-17/06321XD-125

XD-126XD-127

XD-128

238'

180'

276'

304'

204'

254'XD-128X

SW 21-32-06

NE

20-32-06

NW 21-32-06

SW 21-32-06

2618

12

EAR

BRUSHING REQUIRED

TREE TRIMMING AND

BRUSHING REQUIRED

TREE TRIMMING AND

A

A

L=15'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

FA

FB

FC

FD

FEFF

FG

FH

XD-130 to XD-136

FF


40'

40'

XD-134

100'

20'

EXISTING DRIVEWAY

30'

WETLANDS BUFFER00426200000400

32062000300200

3206210

03012

02

3206210

03012

00

00795100001501

00795100001500

150' STREAM BUFFER

100

YR FLO

ODPLAIN

100

YR F

LO

OD P

LAIN

32062100201701

3206210020170032062100200600

00795100001600

0 LDA - 08

MA

TC

H LIN

E S

EE S

HE

ET L

DA-0

7

ST

A.

25

0+

00

MA

TC

H LIN

E S

EE S

HE

ET L

DA-09 S

TA. 2

65

+00

WETLAND U

STREAM 13

INST 1-3/8" PRI DG TO EXST AHR S L=11' (G0113)


XD-136 COMP # 2-187630FH

ABANDON OLD AHR TO OTHERS

XFR EXST PRI DG SE TO NEW AHR



XD-135 COMP # 2-187629FG


STENCIL POLE XD-134

RMV EXST DG EAST


INSTL 1-3/8" PRI DG SE (G0113G)


FRAME 3PH FG FLAT TANGENT ASSY (12F303, X0301)

SET 50' CL1 FE W/GND 7' DEEP 2' E OF EXST POLE (PFE1050, N0110FG)

XD-134 COMP # 2-3FF


XFR EXST PRI DG S TO NEW AHR

INSTL 12" SGL HLX AHR S L=10' (A0102)


XD-133 COMP # 2-165709FE


10XD-132 COMP # 3-FD


XD-131 COMP # 3-9FC


INST 1-3/8" NEUT DG N (G-0111)

XFR EXST PRI DG N TO NEW AHR

INSTL 8" SGL HLX AHR N L=10' (A0101)


INSTL ROAD PH TO OPPOSITE PH ASSY (12V116)


XD-130X COMP # 3-11 (CZ-G 3.2')FB


XD-130 COMP # 3-8FA

ACCESS AREA IMPACT

SW‚ AND NE‚ SEC 21-32N-06E

250+00251+00

252+00253+00

254+00255+00

256+00257+00 258+00 259+00 260+00 261+00 262+00

263+00263+

00264+

0026

5+00

$ $

$

$

$

$

$

$

$

$

A

A

A

2-187629

2-187630

2-165709

2-18

3-12

3-10

3-11

3-8

3-9

3-41

2-3

"

DD

E

E

,

FU15

15-12440

15-341330

10-5151

15-1028910-5576

J

J

J

AL-18675-Y

AL-11025-Y

AL-22861-Y

1340013802

13520

13432

13432

15

16

E-26669

1

134T

H DR NEÅ

Ç

11/14

17-17-17/02

321

1

STATE HWY 530 NE

XD-130

XD-131

XD-132

XD-133XD-134 XD-135

XD-136XD-130X

240'80'

127'

231'

230'

221'218'

271'

L=10'

A

NW 21-32-06SW 21-32-06

L=15'

5'x10' EASEMENT5'x15' EASEMENT

BRUSHING REQUIRED

L=10'

L=10'

5'x10' EASEMENT

5'x10' EASEMENT

A

L=11'

250+00251+00

252+00253+00

254+00255+00

256+00257+00 258+00 259+00 260+00 261+00 262+00

263+00263+

00264+

0026

5+00

$ $

$

$

$

$

$

$

$

$

A

A

A

2-187629

2-187630

2-165709

2-18

3-12

3-10

3-11

3-8

3-9

3-41

2-3

"

DD

E

E

,

FU15

15-12440

15-341330

10-5151

15-1028910-5576

J

J

J

AL-18675-Y

AL-11025-Y

AL-22861-Y

1340013802

13520

13432

13432

15

16

E-26669

1

134T

H DR NEÅ

Ç

11/14

17-17-17/02

321

1

STATE HWY 530 NE

XD-130

XD-131

XD-132

XD-133XD-134 XD-135

XD-136XD-130X

240'80'

127'

231'

230'

221'218'

271'

L=10'

A

NW 21-32-06SW 21-32-06

L=15'

5'x10' EASEMENT5'x15' EASEMENT

BRUSHING REQUIRED

L=10'

L=10'

5'x10' EASEMENT

5'x10' EASEMENT

A

L=11'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NN

ORTH

GAGB GC GD GE

GFGG GH

GJGI

XD-137 to XD-146


STENCIL POLE XD-146


XFR OH SEC SERVICE NW (I0101)

SEC VOLT / /

DIST # , SER #




SET 50' CL1 P W/GND 7' DEEP 6' SW OF EXST POLE (PW1050)

XD-146 COMP # 1-10 GJ


STENCIL POLE XD-145

RMV EXST XFMR DIST #25-16133 SER #

RMV EXST XFMR DIST #25-15784SER #

RMV EXST XFMR DIST #37-4655 SER #

XFR OH SEC SERVICES NW, S & SE (I0101)

CONNECT XFMRS PER T&D GUIDELINE 4-13-8.0

SEC VOLT /

SEC VOLT / /

DIST # , SER #

DIST # , SER #

DIST # , SER #

HANG 2-25KVA & 1-37.5KVA XFMR (12F603, 2-BA21N, 1-BA21P)




XD-145 COMP # 1-8 GI


XD-144 COMP # 1-8 GH

2


40'

40'

20'

A

GC

GE

GJ 30'XD-146

30'XD-141

30'XD-139


LDA - 09

MA

TC

H LIN

E S

EE S

HE

ET L

DA-0

8

ST

A.

26

5+

00

MA

TC

H LIN

E S

EE S

HE

ET L

DA-1

0 S

TA. 2

85

+0

0

150' STREAM BUFFER

32062100102100

STREAM 10

32062100101000

32062100201600

32062100201701

32062100101200 32062100201701

150' STREAM BUFFER

32062100201500

32062100101100

ST

RE

AM

11

32062100100900

STRAIGHTEN EXST POLE AND ROCK IN


XD-143 COMP # 1-187632GG

RETAP EXST BUCK N AND PRI UG (4-Z0102, 3-20603 & 1-Z0604)


XD-142 COMP # 1-4GF


STENCIL POLE XD-141


FRAME 3 PH 7' DBL FG ALLEY ARM NW (12F339,X0551) WITH POLE KEYS (2-PF0100)

SET 50' CL1 FG P W/GND 7' DEEP 2' SW OF EXST POLE (PFG1050, N0110FG)

(CZ-P 3.5')XD-141 COMP # 1-3GE



TRENCH EXST POLE 1' SE

(CZ-P 0.5')XD-140 COMP # 1-239962GD


STENCIL POLE XD-139

RMV EXST DG EAST





SET 50' CL1 FE W/GND 7' DEEP 2' SW OF EXST POLE (PFE1050, N0110FG)

XD-139 COMP # 1-1GC


RMV EXST DG S

INST 1-12" SGL HLX AHR S L=20' (A0102)

INST 1-3/8" PRI DG S (G0113)

RMV EXST DG AND SGL HLX AHR W

ATTACH 3-336 PRI AND 3/0 NEUT E & W TO EXST POLE

RETAP 3PH BUCK NORTH (3-Z0102, 1-Z0691)

REFRAME PRIMARY TO 3PH FLAT TANGENT W/ 3PH BUCK (12F316)

XD-138 COMP # 2-235491GB


XD-137 COMP # 2-16GA

NW‚ & NE‚ 29-32N-06E

ACCESS AREA IMPACT

265+00266+00

267+00 268+00 269+00270+00 271+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00

$

$

$

$

$

$

$

$

$$

$

$

$

$

$

$

$

$

$

$ A

A

A

AA

A

A

A 1-246392

1-187632

1-2399622-2354912-17

2-18

2-20

2-21

2-16

1-3 1-41-7

1-1

2-8

2-19

2-7

1-8

1-91-6

1-10

1-246407

"

""

25-15784

25-16133

C

D

D

D

D

D

D

,

,,

,

FU25

FU15

FU40

FU15 E

25-328144

25-23750

25-312430

37-4655

25-7349

15-23246

J

J

AL-5672-Y

AL-100710-D14125

14207

14225

1421614122

14027

14216

27922-M

13900

TR 999

E-31883

11

Å

Å

Å

Ç

Ç

Ç

Ç

XDE-1

XDE-2

XDE-3

LEU 6969

21-21-21/02

11/14

17-17-17/02

56/09

21-21-21/18

11/14

17-17-17/02

321

321

1

213

321

1

2

139T

H AV NE

139T

H AV NE

STATE HWY 530 NE

XD-140XD-139

XD-138XD-137XD-141

XD-143 XD-144 XD-145XD-146

XD-142

145'140'

237' 238'229'

249'184'

224'213'

207'

A

NW 29-32-06

NE 29-32-06

BRUSHING REQUIRED BRUSHING REQUIRED

5'x10' EASEMENT

L=10'

5'x10' EASEMENT

L=20'

265+00266+00

267+00 268+00 269+00270+00 271+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00

$

$

$

$

$

$

$

$

$$

$

$

$

$

$

$

$

$

$

$ A

A

A

AA

A

A

A 1-246392

1-187632

1-2399622-2354912-17

2-18

2-20

2-21

2-16

1-3 1-41-7

1-1

2-8

2-19

2-7

1-8

1-91-6

1-10

1-246407

"

""

25-15784

25-16133

C

D

D

D

D

D

D

,

,,

,

FU25

FU15

FU40

FU15 E

25-328144

25-23750

25-312430

37-4655

25-7349

15-23246

J

J

AL-5672-Y

AL-100710-D14125

14207

14225

1421614122

14027

14216

27922-M

13900

TR 999

E-31883

11

Å

Å

Å

Ç

Ç

Ç

Ç

XDE-1

XDE-2

XDE-3

LEU 6969

21-21-21/02

11/14

17-17-17/02

56/09

21-21-21/18

11/14

17-17-17/02

321

321

1

213

321

1

2

139T

H AV NE

139T

H AV NE

STATE HWY 530 NE

XD-140XD-139

XD-138XD-137XD-141

XD-143 XD-144 XD-145XD-146

XD-142

145'140'

237' 238'229'

249'184'

224'213'

207'

A

NW 29-32-06

NE 29-32-06


5'x10' EASEMENT

L=10'

5'x10' EASEMENT

L=20'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NN

ORTH

HC HDHE HF

HGHH

HI

HK

HA HB

HJ

XD-146X to XD-155


STENCIL POLE XD-151




XD-151 COMP # 1-17HF

RETAP EXST XFMR (1-Z0102 & 1-Z0603)


XD-150 COMP # 1-250479HE


STENCIL POLE XD-149


XFR OH SEC SERVICE S (I0101)

SEC VOLT / /

DIST # , SER #




SET 50' CL1 P W/GND 7' DEEP 6' SW & 1' SE OF EXST POLE (PW1050)

(CZ-P 0.5')XD-149 COMP # 1-15HD


XD-148 COMP # 1-254349HC


STENCIL POLE XD-147


XFR OH SEC SERVICE2 N & 2-S (I0101)

SEC VOLT / /

DIST # , SER #


INSTL AREA LIGHT (L0101)




XD-147 COMP # 1-13HB

RETAP EXST XFMR (1-Z0102 & 1-Z0603)


XD-146X COMP # 1-235319HA

0


40'

40'

20'

A

HB

HJ 30'XD-154

30'XD-147


150' S

TR

EA

M

BU

FF

ER

32062100100400

32062100201600

32062100100200

32061600400700

32061600400500

32062100100100 32062200200200

32061500300900

32062100101801

32062100101800

32062100100501

32062100100500

150' S

TR

EA

M

BU

FF

ER

LDA - 10

MA

TC

H LIN

E S

EE S

HE

ET L

DA-0

9 S

TA. 2

85

+0

0

MA

TC

H LIN

E S

EE S

HE

ET L

DA-1

1

ST

A.

30

8+

00

ST

RE

AM

9


XD-155 COMP # 3-4HK


STENCIL POLE XD-154


XFR OH SEC SERVICE SE (I0101)

SEC VOLT / /

DIST # , SER #




SET 50' CL1FG P W/GND 7' DEEP 4' E OF EXST POLE (PFG1050,N0110FG)

XD-154 COMP # 3-3HJ

XFR EXIST SERVICES NE & SW (I0102)

SET 40' CL2 P 6' DEEP 2'N & 1' E OF EXST POLE (PW2040)

(CZ-SP 0.4')SERVICE POLE N OF XD-153 COMP # 3-2HI


STENCIL POLE XD-153


XFR OH SEC SERVICES N, S & SW (I0101)

SEC VOLT / /

DIST # , SER #




SET 50' CL1FG P W/GND 7' DEEP 4' SW OF EXST POLE (PFG1050,N0110FG)

XD-153 COMP # 3-1HH


STENCIL POLE XD-152

RMV EXST DG AND SGL HLX AHR S


INSTL 1-3/8" PRI DG S (G0113)


INST 1 PH VERT DE & FUSE LAT NE @ 50 AMPS (12V109, E0202)




XD-152 COMP # 1-18HG

SE‚ SEC 16-32N-06E & SW‚ SEC 15-32N-06E & NE‚ SEC 21-32N-06E

ACCESS IMPACT AREA

285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00

$$

$$

$

$

$

$

$

$

$$

$

$

A

1-17 1-18

1-2543491-15

1-250479

1-131-235319

4-239870

1-186592

2-1

3-4

3-2

3-1 3-3

""

"

"

D

D

D

DD

D

,

,

FU50

FU40

15-371402

25-758

37-4559

10-2298

15-4362

15-15769

J

J

J

J

AL-6490-Y

AL-6693-Y

AL-23073-Y

AL-20812-Y

14802

14225

14313

14412

14412

14330

14623

14618

14500

14516

14618

ÇÇ

Å

Å

%%

LEO 9878

LEU 9879

LEU 9880

17-17-17/02

11/14

56/08

17-17-17/02

321321

2

2

STATE HWY 530 NE

XD-146

L=10'

A

XD-147 XD-148 XD-149XD-150 XD-151 XD-152

XD-153

XD-154XD-155

XD-146X

196' 217'

266'

203'

213'246'

226'271' 265' 238'

NW 22-32-06

NE 21-32-06

SE 16-32-06

NE 21-32-06 S

W 15-32-06

SE 16-32-06

NW 22-32-06

SW 15-32-06

2618

12

EAR

2618

12

EAR

BRUSHING REQUIRED


10'x10' EASEMENT

285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00

$$

$$

$

$

$

$

$

$

$$

$

$

A

1-17 1-18

1-2543491-15

1-250479

1-131-235319

4-239870

1-186592

2-1

3-4

3-2

3-1 3-3

""

"

"

D

D

D

DD

D

,

,

FU50

FU40

15-371402

25-758

37-4559

10-2298

15-4362

15-15769

J

J

J

J

AL-6490-Y

AL-6693-Y

AL-23073-Y

AL-20812-Y

14802

14225

14313

14412

14412

14330

14623

14618

14500

14516

14618

ÇÇ

Å

Å

%%

LEO 9878

LEU 9879

LEU 9880

17-17-17/02

11/14

56/08

17-17-17/02

321321

2

2

STATE HWY 530 NE

XD-146

L=10'

A

XD-147 XD-148 XD-149XD-150 XD-151 XD-152

XD-153

XD-154XD-155

XD-146X

196' 217'

266'

203'

213'246'

226'271' 265' 238'

NW 22-32-06

NE 21-32-06

SE 16-32-06

NE 21-32-06 S

W 15-32-06

SE 16-32-06

NW 22-32-06

SW 15-32-06

2618

12

EAR

2618

12

EAR

BRUSHING REQUIRED


10'x10' EASEMENT

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NNORTH

II

IH

IG

IF

IE

IC

IB

IA

ID

XD-156 to XD-176


STENCIL POLE XD-176




XD-176 COMP # 1-3II


STENCIL POLE XD-175




XD-175 COMP # 1-2IH


STENCIL POLE XD-174

RMV EXST DGS AND SGL HLX AHRS E & W

INSTL 12" SGL HLX AHR NE L=25' (A0102)

INSTL 1-3/8" NEUT DG NE (G0102)



INSTL 1-3/8" NEUT DG NW (G0102)

INSTL PRI DG BELOW SWITCH



INSTL SWITCH ON SW SIDE OF POLE

FRAME DEADEND WITH 3PH GANG OPERATED SWITCH # 12-1566 (12F713)

SET 55' CL1 P W/GND 7.5' DEEP 15' NE OF EXST POLE (PW1055, N0110)

XD-174 COMP # 1-1IG

2


40'

40'

20'

A

GC

GE 90'XD-176

30'XD-158



40'

20'

IB XD-157, XD-157X, XD-157XX

90'

30'

32061500301200

32061500300900

32

0615

003

005

00

32061500300700

32061500300800

50' STREAM BUFFER

50' STREAM BUFFER

32061500300300

32061500301300

32061500301500

32061500101000

32061500100600

32061500200100

32061500200900

100 YR

FLOD PLAIN

DNR LANDSLIDE AREA

LDA - 11


STENCIL POLE XD-158


XFR OH SEC SERVICE NE (I0101)

SEC VOLT / /

DIST # , SER #




SET 50' CL1FG P W/GND 7' DEEP 2' NE OF EXST POLE (PFG1050,N0110FG)

XD-158 COMP # 3-7IC

STRIP, TOP AND ABANDON OLD POLES TO OTHERS

STENCIL WEST POLE XD-157, STENCIL CENTER POLE XD-157X AND STENCIL EAST POLE XD-157XX

ATTACH 3-336 PRI AND 3/0 NEUT TO POLES PER ASSY (12F607)

SER #

UTC #

XFR EXIST REGULATOR 466

SER #

UTC #


SER #

UTC #


FRAME 3PH REGULATOR, SINGLE PH MOUNTING ASSY (3-12F607)

SET 3-55' CLH2 P W/GND 7.5' DEEP 6'SW, 21'SW & 36'SW OF EXSTING (3-PWH2055)

XD-157, XD-157X & XD-157XX COMP # 3-22 & 3-6IB


STENCIL POLE XD-156



SET 50' CL1 P W/GND 7' DEEP 4' NE OF EXST POLE (PW1050 & N0110)

XD-156 COMP # 3-5IA

50' STREAM BUFFER

STREAM 7

50' STREAM BUFFER

STREAM 8

MATC

H LIN

E S

EE S

HEET L

DA-12 S

TA. 3

60+

00

STA. 308+

00

MATCH LINE SEE SHEET LDA-10


STENCIL POLE XD-160


XFR OH SEC SERVICE S (I0101)

SEC VOLT / /

DIST # , SER #


XFR EX PRI LAT 2-#2ACSR WIRE SLACK TENSION

INST END OF ARM TAP & FUSE LAT NW @ 15 AMPS (12V115)


FRAME 3PH 12' DBL FG ALLEY ARM N (12F338,X0555)

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS WITH POLE KEYS (2-PF0100) RAKE POLE 6" S

SET 50' CLH4 FE W/GND 10' DEEP 10' NE AND 5' SE OF EXST POLE (SPECIAL ORDER, N0110FG)

(CZ-P 4.2')XD-160 COMP # 3-12IF


STENCIL POLE XD-159


INSTL 1-3/8" NEUT DG SE (G0111)

INSTL 1-3/8" PRI DG SE (G0113)



SEC VOLT / /

DIST # , SER #




BACKFILL WITH CRUSHED ROCK TAMPED IN 6"LIFTS RAKE POLE 6"S

SET 50' CL1 P W/GND 7' DEEP 10' SW AND 5' SE OF EXST POLE (PW1050)

(CZ-P 4.3')XD-159 COMP # 3-10IE


STENCIL POLE XD-158X

RMV EXIST DGS





INSTL 1-3/8" NEUT DG NE (G0111)


DEAD END 3-336 PRI & 3/0 NEUT NE & SW

FRAME 3PH 10' DBL DEADEND (12F311)


XD-158X COMP # 3-9ID

SW‚ SEC 15-32N-06E NE‚ SEC 15-32N-06E

ACCESS AREA IMPACT

ACCESS AREA IMPACT

347+00

348+00

349+00

351+00

351+00

352+00

353+

00

354+

00

355+

00

$

$

A

1-2

1-1

2-11 "

SW 12-1566

E15-2128

15407

Ç

XD-175

XD-174

18-18-18/02

321

294TH ST

NE

AA

L=25'

L=15'

423'

290'

$

REQUIRED

BRUSHING

356+

00

357+

00

358+

00

359+

00

360+

00

$

1-3

XD-176

STATE H

WY 530 NE

WHITEH

ORSE TR

AIL29

0'

NE 15-

32-

06

NW 15-

32-

06

347+00

348+00

349+00

351+00

351+00

352+00

353+

00

354+

00

355+

00

$

$

A

1-2

1-1

2-11 "

SW 12-1566

E15-2128

15407

Ç

XD-175

XD-174

18-18-18/02

321

294TH ST

NE

AA

L=25'

L=15'

423'

290'

$

REQUIRED

BRUSHING

356+

00

357+

00

358+

00

359+

00

360+

00

$

1-3

XD-176

STATE H

WY 530 NE

WHITEH

ORSE TR

AIL29

0'

NE 15-

32-

06

NW 15-

32-

06

309+00

310+00

311+00

312+00

313+00

314+00

315+00

316+00

317+00

318+00

319+00

320+00

321+00

322+00

323+

00

324+

00

$

$

$

$

$

$

$

$

$

A

3-22

3-246411

3-13

3-5

3-6

3-11

3-12

3-8

3-7

3-9

3-10

"

"

D

E

E

,

2

E

CREG 464

REG 465D

REG 466

FU15

15-20595

25-13485

25-1228214921

15021

15114

Ç

Ç

XD-161

XD-159

XD-160

XD2Q-1

17-17-17/02

18-18-18/02321

321

STATE

HWY 530 NE

XD-158

164'

261'

XD-158X

A L=15'A

L=30'

AL=15'

212'

210'

265'

126'

261'

XD-157

XD-157X

XD-157XX

$

BRUSHING REQUIRED

BRUSHING REQUIRED

5'x15' EASEMENT

$

308+00

XD-155

XD-156199'

LOCATED IN SW 15-32-06

309+00

310+00

311+00

312+00

313+00

314+00

315+00

316+00

317+00

318+00

319+00

320+00

321+00

322+00

323+

00

324+

00

$

$

$

$

$

$

$

$

$

A

3-22

3-246411

3-13

3-5

3-6

3-11

3-12

3-8

3-7

3-9

3-10

"

"

D

E

E

,

2

E

CREG 464

REG 465D

REG 466

FU15

15-20595

25-13485

25-1228214921

15021

15114

Ç

Ç

XD-161

XD-159

XD-160

XD2Q-1

17-17-17/02

18-18-18/02321

321

STATE

HWY 530 NE

XD-158

164'

261'

XD-158X

A L=15'A

L=30'

AL=15'

212'

210'

265'

126'

261'

XD-157

XD-157X

XD-157XX

$

BRUSHING REQUIRED

BRUSHING REQUIRED

5'x15' EASEMENT

$

308+00

XD-155

XD-156199'


REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

JE

XD-178 to XD-184

0


40'

40'

10'

A

GC

GE

GJ

80'XD-181

80'XD-180

85'XD-179

85'XD-178


GJ

40' 40'

40'

278' 283'

10'

10'

JA JGXD-183 XD-184

EDGE OF PAVEMENT

PARKING AREA

40'

50'

45'

KA XD-185

40'

32061500100600

32061500101200100 YR FLOOD PLAIN

150' S

TR

EA

M

BU

FF

ER

150' S

TR

EA

M

BU

FF

ER

3206150010020032061000401100

32061000401001

32061000401000

32061500100500

32061500100700

100 YR FLOOD PLAIN

100

YR FLO

OD PLAIN

32061400200200

JBJA JC JDJF JG

LDA - 12

MA

TC

H LIN

E S

EE S

HEET L

DA-11

ST

A. 360

+00

MA

TC

H LIN

E S

EE S

HEET L

DA-13

ST

A. 380

+00


STENCIL POLE XD-184

INSTL 12" SGL HLX NW L=15' (A0102)

INSTL 1-3/8" NEUT DG NW (G0113G)

INSTL 1-3/8" PRI DG NW (G0113G)


FRAME 3PH FG FLAT ANGLE ASSY (12F304,X0301D)

SET 50' CL1 FE W/GND 7' DEEP 16' NW OF EXST POLE (PFE1050, N0110FG)

XD-184 COMP # 1-14JG


STENCIL POLE XD-183



SET 55' CL1FG P W/GND 7' DEEP 2' SE OF EXST POLE (PFG1055, N0110FG)

XD-183 COMP # 1-13JF


STENCIL POLE XD-182

NOTE: SEE UG SKETCH #9580 FOR UG CABLE

INSTL LBCO & FU OH TO UG @ 25 AMPS (12U111) LEAVE LBCO OPEN

TRANSFER EXST PRI RISER (12U111)




FRAME 3PH FG FLAT ANGLE ASSY (12F304,X0301D)

SET 50' CL1 FE W/GND 7' DEEP 2' SW OF EXST POLE (PFE1050, N0110FG)

XD-182 COMP # 1-12JE


STENCIL POLE XD-181

RMV EXST DGS AND SGL HLX AHRS S


INSTL 1-3/8" NEUT DG S (G0102)


XFR EX PRI LAT 4-#4CU WIRE & MATCH EX TENSION


FRAME 3PH FLAT TANGENT WITH 3PH BUCK (12F316)


XD-181 COMP # 1-8JD


STENCIL POLE XD-180

RMV EXST DGS AND SGL HLX AHRS

DEADEND 3-336 PRI & 3/0 NEUT CONDUCTORS NE & SW

RMV 12KV GANG OPERATED SWITCH 12-1566


INSTL 1-3/8" NEUT DG SW (G0102)

INSTL 2-3/8" PRI DG SW (G0113)

FRAME 3PH DBL DEADEND (12F311)


XD-180 COMP # 1-7JC


STENCIL POLE XD-179




XD-179 COMP # 1-6JB


STENCIL POLE XD-178




XD-178 COMP # 1-5JA

NE‚ SEC 15-32N-06E

ACCESS IMPACT AREA

ACCESS IMPACT AREA

360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00

$

$

$

$$$

$

$

A

$

1-13

1-14

1-121-8

1-9

1-10

1-51-6

1-7

4-13

?

C

FU25

,

15-24465

18020

E-33479

E-33526

300T

H ST NE

Ç

Ç Ç

Å

Å

6

XDG-1

XDG-2

XDH-1

17-17-17/02

56/08

56/08

17-17-17/02

21-21-21/02

18-18-18/02

LEU 7207

321

321

321

1

1

A-29743

WHITEHORSE TRAIL VEACH RD

291'

XD-178 XD-179 XD-180 XD-181 XD-182

XD-184XD-183

STATE HWY 530 NE

302' 286'

318'A

L=25'L=25'

A

195'

183'

A

L=15'

STILLA

GUAMISH RIVER

NORT

H F

ORK

278'

NE 15-32-

06

SE 10-32-

06

NW 14-

32-

05

NE 15-

32-

05

%2618

12

EAR

5'x15' EASEMENT

BRUSHING REQUIRED

BRUSHING REQUIREDBRUSHING REQUIRED

372'

5'x25' EASEMENT

A L=15'

360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00

$

$

$

$$$

$

$

A

$

1-13

1-14

1-121-8

1-9

1-10

1-51-6

1-7

4-13

?

C

FU25

,

15-24465

18020

E-33479

E-33526

300T

H ST NE

Ç

Ç Ç

Å

Å

6

XDG-1

XDG-2

XDH-1

17-17-17/02

56/08

56/08

17-17-17/02

21-21-21/02

18-18-18/02

LEU 7207

321

321

321

1

1

A-29743

WHITEHORSE TRAIL VEACH RD

291'

XD-178 XD-179 XD-180 XD-181 XD-182

XD-184XD-183

STATE HWY 530 NE

302' 286'

318'A

L=25'L=25'

A

195'

183'

A

L=15'

STILLA

GUAMISH RIVER

NORT

H F

ORK

278'

NE 15-32-

06

SE 10-32-

06

NW 14-

32-

05

NE 15-

32-

05

%2618

12

EAR

5'x15' EASEMENT

BRUSHING REQUIRED

BRUSHING REQUIREDBRUSHING REQUIRED

372'

5'x25' EASEMENT

A L=15'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

XD-185 to XD-195



SLACK SPAN 2-#2ACSR WIRE TO XD-195

DEADEND EXST LATERAL N 2-#2 ACSR

FRAME 1PH VERTICAL DEADEND (12V113)

SET 45' CL2 P W/GND 6.5' DEEP 21' NW OF XD-195 (PW2045, N0110)

NEW POLE NW OF XD-195KH

ABANDON EXST SGL HLX AHR TO OTHERS

RMV EXST DG N

(CZ-G 3.9')XD-195 COMP # 3-26KG




DEADEND 3-336 PRI AND 3/0 NEUT W

EXIST 3PH LINE AND BUCK ASSY (12F307)

EXIST 50' CL1 P

XD-191 COMP # 3-5KF


STENCIL POLE XD-190




(CZ-P 3.5')XD-190 COMP # 3-4KE

0


40'

40'

20'

A

KC

KD 30'XD-190

30'XD-187


32061400200200

32061000401001

32061100301100

3206110030010032061100300800

KA KB KC

KD

KE KF

KH

KG

32061100301300

32061100300900

32061100300400

WETLANDS BUFFER


STENCIL POLE XD-188



RAKE POLE 6" SE



(CZ-P 5.9')XD-188 COMP # 3-3KD


STENCIL POLE XD-187




XD-187 COMP # 3-2KC


XD-186 COMP # 3-239789KB


STENCIL POLE XD-185

RMV EXST DGS


INSTL 1-3/8" NEUT DG SE (G0113G)



INST END OF ARM TAP (12V115)


FRAME 3PH 7' DBL FG ALLEY ARM NW WITH TAP (12F339,X0551)


XD-185 COMP # 4-14KA

LDA - 13

WETLANDS R

WETLANDS S

WETLANDS T

MA

TC

H LIN

E S

EE S

HEET L

DA-12

ST

A. 380

+00

STREAM 6

150' S

TREAM BUFF

ER

WETLANDS Q

WETLANDS BUFFER

WETLANDS BUFFER

SE‚ SEC 10-32N-06E & SW‚ SEC 11-32N-06E

ACCESS IMPACT AREA

WETLANDS BUFFER

WETLANDS

BUFFER

380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+0039

8+00

399+

00

400+

00

401+

00

402+00

403+00

404+00

405+00

A

A

A

A

A

A

A A

A

$

$

$

$

$

$$ $ $

$

$

$

$

$

$

$

3-17

3-8

3-24

3-26

3-35

3-34

3-239789

4-14

4-13

3-2

3-23

3-20

3-25

3-33-4 3-5

C

C

"

"

"

D

FU100

FU15

FU15

,

,,

A

7-1049

15-22060

25-12400

16719

E-30249

E-08865

E-25141

P-424

1

HILLIS RD

Å

Ç Ç Ç

Ç

Ç

Å

Å

Å

XDH-1

XD-192

XD-193

XD-194

%

18-18-18/06

18-18-18/02

11/14

11/14

21/15

21/14

17-17-17/0217-17-17/02

17-17-17/02

321

3

321

321

1

3

321

321

1

WHITEHORSE TRAIL

XD-185XD-186

XD-187 XD-188 XD-190 XD-191

XD-195

STATE HWY 530 NE

L=12'

A

L=10'

A

283' 237' 327' 235'

323' 264'

233'

NW 14-32-

06

SW 11-32-

06

SW 11-

32-

06

SE 10-

32-

06

NW 14-

32-

06

NE 15-

32-

06

A

L=15'

NE 15-32-

06

SE 10-32-

06 2618

12

EAR

BRUSHING REQUIRED

5'x15' EASEMENT

380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+0039

8+00

399+

00

400+

00

401+

00

402+00

403+00

404+00

405+00

A

A

A

A

A

A

A A

A

$

$

$

$

$

$$ $ $

$

$

$

$

$

$

$

3-17

3-8

3-24

3-26

3-35

3-34

3-239789

4-14

4-13

3-2

3-23

3-20

3-25

3-33-4 3-5

C

C

"

"

"

D

FU100

FU15

FU15

,

,,

A

7-1049

15-22060

25-12400

16719

E-30249

E-08865

E-25141

P-424

1

HILLIS RD

Å

Ç Ç Ç

Ç

Ç

Å

Å

Å

XDH-1

XD-192

XD-193

XD-194

%

18-18-18/06

18-18-18/02

11/14

11/14

21/15

21/14

17-17-17/0217-17-17/02

17-17-17/02

321

3

321

321

1

3

321

321

1

WHITEHORSE TRAIL

XD-185XD-186

XD-187 XD-188 XD-190 XD-191

XD-195

STATE HWY 530 NE

L=12'

A

L=10'

A

283' 237' 327' 235'

323' 264'

233'

NW 14-32-

06

SW 11-32-

06

SW 11-

32-

06

SE 10-

32-

06

NW 14-

32-

06

NE 15-

32-

06

A

L=15'

NE 15-32-

06

SE 10-32-

06 2618

12

EAR

BRUSHING REQUIRED

5'x15' EASEMENT

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NN

ORTH

LA

LB

XD-197 to XD-203

0


40'

LA

LB

A

15'XD-203

25'XD-197


32061100300100

32061100301400

32061100300400

32061100400500

32061100101400

32061100400400

150' S

TREAM BUFF

ER

150' STREAM BUFFER32061100300701

32061100300700

LDA - 14

STRIP, TOP AND ABANDON OLD POLE & SGL HLX AHR TO OTHERS

STENCIL POLE XD-203

RMV EXST DG NW


INSTL 1-3/8" PRI DG NW (G0113G)

NOTE: SEE UG SKETCH #7817 FOR UG CABLE REPLACEMENT

INSTL 1 PH UG TERM POLE & FU OH TO UG @ 25 AMPS (12U111)


FRAME 3PH 7' DBL FG ALLEY ARM S (12F339,X0551)

RAKE POLE 6" N



(CZ-P 3.5')XD-203 COMP # 4-26LB


STENCIL POLE XD-197





SEC VOLT / /

DIST # , SER #



INST END OF ARM TAP & FUSE LAT N @ 15 AMPS (12V115)


FRAME 3PH 7' DBL ALLEY ARM SE (12F339)

RAKE POLE 6" S


SET 50' CL1 P W/GND 7' DEEP 4' NW OF EXST POLE (PW1050)

(CZ-G 1.2')XD-197 COMP # 3-28LA

STREA

M 6

WETLAND Q

STREAM 6

SE‚ SEC 11-32N-06E & SE‚ SEC 11-32N-06E

150' STREAM BUFFER

WETLANDS

BOUNDARY

WETLANDS BOUNDARY

ACCESS IMPACT AREA

407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00419+00

420+00

421+00

422+00

A

A

AA

A

A

$

$

$

$

$

$

$

$

$

$

$

$

$4-26

4-27

4-25

3-32

4-19

4-24

3-16

3-15

3-29

3-30

3-31

3-28

4-17

?

C

C

"

"

"

E

D

FU25

FU15FU40

,

,

,

15-21895

15-21266

15-22685

15-340607

30729

30800

16911

16915

17411-M

30615

E-25144

E-26629

Ç

Ç

Ç

Ç

Ç

Å

Å 6

XDO-1

XDO-1X

XD-201

XD-200

XD-198

XD-199

XD-202

XD-204

XDO-2

21-11-21/02

11/14

65/08

18-18-18/02

18-18-18/06

11-11-11/06

LEU 5400

321

321

312

312

3

312

1

A-22445

McGO

VERN RD

212'192'

141'

195'

A A

L=20'

XD-203

STATE HWY 530 NE

XD-197

SE 11-32-06

SW 11-32-06

L=7'

5'x25' EASEMENT

407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00419+00

420+00

421+00

422+00

A

A

AA

A

A

$

$

$

$

$

$

$

$

$

$

$

$

$4-26

4-27

4-25

3-32

4-19

4-24

3-16

3-15

3-29

3-30

3-31

3-28

4-17

?

C

C

"

"

"

E

D

FU25

FU15FU40

,

,

,

15-21895

15-21266

15-22685

15-340607

30729

30800

16911

16915

17411-M

30615

E-25144

E-26629

Ç

Ç

Ç

Ç

Ç

Å

Å 6

XDO-1

XDO-1X

XD-201

XD-200

XD-198

XD-199

XD-202

XD-204

XDO-2

21-11-21/02

11/14

65/08

18-18-18/02

18-18-18/06

11-11-11/06

LEU 5400

321

321

312

312

3

312

1

A-22445

McGO

VERN RD

212'192'

141'

195'

A A

L=20'

XD-203

STATE HWY 530 NE

XD-197

SE 11-32-06

SW 11-32-06

L=7'

5'x25' EASEMENT

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NN

ORTH

MCMB

MA MD

ME

MF

MG MH

XD-212 to XD-223


40'

40'

20'

A

MB

MC

ME

MF

MG

MH 15'XD-223

30'XD-221

20'XD-220

25'XD-216 (SERVICE POLE)

15'XD-214

20'XD-213


32061100300400

32061100301700

32061200301100

100

YR FLO

OD PLAIN

WETLANDS BUFFER

WETLANDS BUFFER

100 YR FLOOD PLAIN

100

YR FLO

OD PLAIN

32061200301000

32061200200500

32061200300601

32061200300600

32

0612

003

013

00

0

150' S

TREAM

B

UFFER

32061200300300

32061200300400

32061100301700

32061200301600

32061200300601 32061200301500

100

YR FLO

OD PLAIN

LDA - 15

WETLAND M

WETLAND N

WETLAND O

ST

RE

AM 5

WETLAND K

WETLAND J

WETLAND L

STRIP AND ABANDON OLD POLE TO OTHERS

XFR EXST OH SERVICE TO POLE (I0102)

SET 45' CL2FG P 6.5' DEEP 11' S OF EXST POLE (PFG2045)

(CZ-SP 10.4')XD-216 SERVICE POLE COMP # 3-42ME

ABANDON OLD SGL HLX AHR TO OTHERS

RMV EXST 3/8" DG

(CZ-G 5.8')XD-215 COMP # 3-36MD


STENCIL POLE XD-214

RMV EXST DG N


INSTL 1-3/8" PRI DG N (G0113G)




FRAME 3PH 7' DBL FG ALLEY ARM S (12F339, X0551)

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS RAKE POLE 4" S

SET 50' CL1 FE W/GND 7' DEEP 3.5' N OF EXST POLE (PFE1050, N0110FG)

(CZ-P 2.8')XD-214 COMP # 3-51MC


STENCIL POLE XD-213

RMV EXST DG N


INSTL 1-3/8" NEUT DG N (G0113G)

INSTL 1-3/8" PRI DG N (G0113G)



SEC VOLT / /

DIST # , SER #



FRAME 3PH 12' DBL FG ALLEY ARM S (12F338, X0555)


SET 50' CL1 FE W/GND 7' DEEP 10' N OF EXST POLE (PFE1050,N0110FG)

(CZ-P 9.1')XD-213 COMP # 3-50MB




XD-212 COMP # 3-49MA


STENCIL POLE XD-223

RMV EXST DG SW


INSTL 1-3/8" NEUT DG N (G0113G)

INSTL 1-3/8" PRI DG SW (G0113G)


FRAME 3PH 12' DBL FG ALLEY ARM N (12F338, X0555)


SET 50' CL1 FE W/GND 7' DEEP 7' S OF EXST POLE (PFE1050, N0110FG)

(CZ-P 6.0')XD-223 COMP # 4-34MH


STENCIL POLE XD-221

XFR EXST 3/8" SG TO POLE (G0202)




(CZ-P 10.4')XD-221 COMP # 3-46MG


STENCIL POLE XD-220

XFR EXST 3/8" SG TO POLE (G0202)




(CZ-P 7.5')XD-220 COMP # 3-44MF

ACCESS IMPACT AREA

SW‚ SEC 12-32N-06E SE‚ SEC 12-32N-06E & SW‚ SEC 12-32N-06E

463+

00

464+

00

465+

00

466+

00

467+00

468+00

469+00470+00 471+00 472+00

473+00 474+00 475+00 476+00

$

$

$

$

$$

$

$

$

4-35

4-32

4-33

4-34

3-45

3-46

3-47

3-44

3-40

C

FU25

,

(

RCL 2419

AA

A

A

A

A

G

25-330682

E-26745

E-46242

Ç

Ç

Ç

XD-220

XD-221 XD-222

XD-219

XD-223

XD-224

65-65-65/12

18-18-18/17

18-18-18/17

18-18-18/06

123

123

321

WHITE

HORSE T

RAIL

STATE HWY 5

30 NE

$

"

233'

281'

218'

251'

268'

A

L=18'

SE 12-32-06

SW 12-32-06

BRUSHING REQUIRED REQUIRED

BRUSHING

EASEMENT

5'x20'

5'x10' EASEMENT

5'x5' EASEMENT

463+

00

464+

00

465+

00

466+

00

467+00

468+00

469+00470+00 471+00 472+00

473+00 474+00 475+00 476+00

$

$

$

$

$$

$

$

$

4-35

4-32

4-33

4-34

3-45

3-46

3-47

3-44

3-40

C

FU25

,

(

RCL 2419

AA

A

A

A

A

G

25-330682

E-26745

E-46242

Ç

Ç

Ç

XD-220

XD-221 XD-222

XD-219

XD-223

XD-224

65-65-65/12

18-18-18/17

18-18-18/17

18-18-18/06

123

123

321

WHITE

HORSE T

RAIL

STATE HWY 5

30 NE

$

"

233'

281'

218'

251'

268'

A

L=18'

SE 12-32-06

SW 12-32-06

BRUSHING REQUIRED REQUIRED

BRUSHING

EASEMENT

5'x20'

5'x10' EASEMENT

5'x5' EASEMENT

441+00 442+00 443+00 444+00 445+00446+00 447+00 448+00 449+00 450+00

451+00452+00

453+00454+00

455+00456+00

$

$

$

$

$

$

$

$

$

$

$

$

$ $

$

$

$

$

3-9

3-33

3-34

3-29

3-32

3-35

3-37

3-43

3-50 3-51

3-364-34

3-483-49

3-165725

3-42

4-22

4-21

C

C

"

"

"

E

D

FU15

FU15

FU15FU40

FU15

,

,

,

,

,

A

A

A

A

A

A

A

A

15-395166

25-12268

15-338284

15-14750

J

J

AL-19690-Y

AL-8126-Y

17917

30720

18303

18214

18207

17917E-25148

E-2665

8

E-25142

Ç

Å

Å

Å

Å

Å

Å

XD-213 XD-214

XD-211

XD-210X

XD23-2

XD23-1

%

11/14

11/14

11/14

11/14

21/14

11/14

18-18-18/06

3

3

2

321

1

3

2

STATE HWY 530 NE

FISH H

ATCH

ERY RD (17

9TH

AV NE)

XD-215

XD-216

XD-212

A

L=10'175'

A

L=15'

262'284'

A

L=15'

270'

220'

SW 12-

32-

06

SE 11-

32-

06

261812

EAR

5'x25' EASEMENT

441+00 442+00 443+00 444+00 445+00446+00 447+00 448+00 449+00 450+00

451+00452+00

453+00454+00

455+00456+00

$

$

$

$

$

$

$

$

$

$

$

$

$ $

$

$

$

$

3-9

3-33

3-34

3-29

3-32

3-35

3-37

3-43

3-50 3-51

3-364-34

3-483-49

3-165725

3-42

4-22

4-21

C

C

"

"

"

E

D

FU15

FU15

FU15FU40

FU15

,

,

,

,

,

A

A

A

A

A

A

A

A

15-395166

25-12268

15-338284

15-14750

J

J

AL-19690-Y

AL-8126-Y

17917

30720

18303

18214

18207

17917E-25148

E-2665

8

E-25142

Ç

Å

Å

Å

Å

Å

Å

XD-213 XD-214

XD-211

XD-210X

XD23-2

XD23-1

%

11/14

11/14

11/14

11/14

21/14

11/14

18-18-18/06

3

3

2

321

1

3

2

STATE HWY 530 NE

FISH H

ATCH

ERY RD (17

9TH

AV NE)

XD-215

XD-216

XD-212

A

L=10'175'

A

L=15'

262'284'

A

L=15'

270'

220'

SW 12-

32-

06

SE 11-

32-

06

261812

EAR

5'x25' EASEMENT

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

NNORTH

ND

NC

NB

NA

XD-230 to XD-240



XFR OH SEC SERVICE E (I0101)

SEC VOLT / /

DIST # , SER #

HANG 25 KVA XFMR (12F601, BA21N)

XFR EXST 3-#4 ACSR CONDUCTORS


SET 50' CL1 P W/GND 7' DEEP 7' S OF EXST POLE (PW1050)

(CZ-P 6.4')POLE S OF POLE XD-233 COMP # 4-46NC

LOWER PRI DG ON POLE TO MAINTAIN CLEARANCE TO DISC SWS

PH 3 DIST # , SER #

PH 2 DIST # , SER #

PH 1 DIST # , SER #

HANG 3PH RECLOSER

DE EXST 3-336 / 3/0 CONDUCTORS

REFRAME 3PH RECLOSER BANK (12F612)

XD-232 COMP # 4-44NB


STENCIL POLE XD-230

RMV EXST DG N


INSTL 1-3/8" PRI DG N (G0113)

RMV EXST XFMR DIST # 1.5-761 SER #

INSTL SEC RIXSER TO EXST PED (1U705) (350/ 4/0 TPX)

SEC VOLT _______ /________/ _______

DIST #________________ , SER # __________________

HANG 15 KVA XFMR (12F601, BA21C)


FRAME 3PH 13' DBL ALLEY ARM S (12F338)


SET 50' CL1 P W/GND 7' DEEP 10' N OF EXST POLE (PW1050, N0110)

(CZ-P 9.8')XD-230 COMP # 4-41NA

STRIP AND ABANDON OLD POLE TO OTHERS

XFR EXST OH SERVICES NE, NW AND S TO POLE (I0102)

SET 40' CL2 P 6' DEEP 4' N OF EXST POLE (PW2040)

(CZ-SP 2.9')SERVICE POLE OFF OF XD-240 COMP # 3-37ND

0


40'

40'

NC POLE SOUTH OF XD-233

STRUCTURE

3207070030040032070700301500

32070700302100

32071800200100

32071800200100

32071800200300

32070700301202

32070700301201

32070700301200

32061200400100

32061200401600

32061200401500

32070700300400

32061200401700

32061200401000

32061200400800

32061200400900

32070700300700

32070700301800

32070700300600

WE

TL

AN

DS

BU

FF

ER

WE

TL

AN

DS

BU

FF

ER

100

YR FLO

OD PLAIN

32070700302200

32070700302101

32070700302100

WETLANDS BUFFER

LDA - 16

WETLAND F

WETLAND H

WETLAND I

ACCESS IMPACT AREA

SE‚ SEC 12-32N-06E NW‚ SEC 18-32N-07E

509+00510+00 511+00 512+00 513+00

514+00

515+00

516+00

517+00

$

$A

A

$

$

$

$

2-14

2-13

3-28

3-8

3-36

3-37

C

"

"

15-18157

25-26243

D

D

FU15,

AA

15-5374

15-14254

15-18155

E

20020-M

20021

19829

19907

E-11

516

E-25143

E-15351

E-25099

E-06669

Ç

Ç

Å

XD-239

XD-241XD-240

18-18-18/06

18-18-18/06

11/14

123

123

3

STATE HWY 530

NE

87'

NW 18-32-

07SW 07-32-

07

509+00510+00 511+00 512+00 513+00

514+00

515+00

516+00

517+00

$

$A

A

$

$

$

$

2-14

2-13

3-28

3-8

3-36

3-37

C

"

"

15-18157

25-26243

D

D

FU15,

AA

15-5374

15-14254

15-18155

E

20020-M

20021

19829

19907

E-11

516

E-25143

E-15351

E-25099

E-06669

Ç

Ç

Å

XD-239

XD-241XD-240

18-18-18/06

18-18-18/06

11/14

123

123

3

STATE HWY 530

NE

87'

NW 18-32-

07SW 07-32-

07

485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00

499+00

500+00

$

$$

$

$

$

$

$

$

$

$

$

4-14

4-7

4-2

4-4

4-6

4-40

4-47

4-48

4-41

4-454-44

4-43

4-46

C

"

"

"

"

"

"

E

37-10717

37-10718

E

D

D

D

D

FU15

FU15

FU15

FU25

,

,

,

,

A

A

A

A

A

A

A

A

15-290032

10-5299

1-761

15-22739

37-10716

25-249399

C

19029

19330

19330

19330

19291

E-26628

E-25146

E-13092

E-03

458

E-02

905

1

Ç

Å

Æ

Æ

XDDB-1

XDDB-2

XD-232X

XD-231

XD-230XD-229

XD-234

%

%

11-11-11/07

10-10/16

11/14

10-10/02

123

31

2

31

STATE HWY 530 NE

WHITEHORSE T

RAIL

XD-232 XD-233

A

L=15'

295'290'

124'

194'

SE 12-

32-

06

SW 07-

32-

07

SE 12-32-

06

NE 13-32-

06

NW 18-32-

07SW 07-32-

07

NE 13-

32-

06

NW 18-

32-

07

2618

12

EAR

261812

EAR

REQUIRED

BRUSHING

REQUIRED

BRUSHING

EASEMENT

5'x20'

485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00

499+00

500+00

$

$$

$

$

$

$

$

$

$

$

$

4-14

4-7

4-2

4-4

4-6

4-40

4-47

4-48

4-41

4-454-44

4-43

4-46

C

"

"

"

"

"

"

E

37-10717

37-10718

E

D

D

D

D

FU15

FU15

FU15

FU25

,

,

,

,

A

A

A

A

A

A

A

A

15-290032

10-5299

1-761

15-22739

37-10716

25-249399

C

19029

19330

19330

19330

19291

E-26628

E-25146

E-13092

E-03

458

E-02

905

1

Ç

Å

Æ

Æ

XDDB-1

XDDB-2

XD-232X

XD-231

XD-230XD-229

XD-234

%

%

11-11-11/07

10-10/16

11/14

10-10/02

123

31

2

31

STATE HWY 530 NE

WHITEHORSE T

RAIL

XD-232 XD-233

A

L=15'

295'290'

124'

194'

SE 12-

32-

06

SW 07-

32-

07

SE 12-32-

06

NE 13-32-

06

NW 18-32-

07SW 07-32-

07

NE 13-

32-

06

NW 18-

32-

07

2618

12

EAR

261812

EAR

REQUIRED

BRUSHING

REQUIRED

BRUSHING

EASEMENT

5'x20'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

OA

OB

OC

OD

OE

OF

XD-244 to XD-251

OG

2

INSTL 1-3/8" DG N TO EXST AHR G0113

ATTACH 1-3/8" SG S 1' ABOVE NEUT

DIST POLE N OF XD-251 COMP#4-195656OG


RMV EXST 3/8" PRI & NEUT DWN GUYS N TO SGL HLX AHR



INSTL 1-3/8" PRI SG N 210' RO DIST P (G0202)

(CZ-G 2.1')XD-251 COMP # 4-34OF


STENCIL POLE XD-248

INSTL SURGE ARRESTORS ON PRI (3-K0201, 3-R0102, 3-Z0102)



RAKE POLE 4" S


SET 50' CL1 P W/GND 7' DEEP 4' S OF EXST POLE (PW1050, N0110)

(CZ-P 3.7')XD-248 COMP # 4-30OE


STENCIL POLE XD-246



SEC VOLT / /

DIST # , SER #




RAKE POLE 6" S



(CZ-P 5.4')XD-246 COMP # 4-28OD

RMV OLD POLE

RMV EXST RECLOSER, DG & SGL HLX AHR

(CZ-P 13.0')XD-245X COMP # 1-24OC


STENCIL POLE XD-245

RMV EXST DG S



INSTL 2-3/8" PRI DG S (2-G0115)

XFR EX PRI LAT 2-#2ACSR & MATCH EX TENSION


XFR EX PRI LAT 2-#6CU & 2-#4CU WIRE & MATCH EX TENSION

INST 3-LBCO & FUSE LAT N @ 65 AMPS (3-E0202)

INST 3PH BUCK ARM (12F318A)


FRAME 3PH 11' DBL ALLEY ARM S (12F337)

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS, RAKE POLE 6" S


(CZ-P 5.6')XD-245 COMP # 2-8OB

RESAG SERVICE WIRE AS NEEDED

INSTL LED AREA LIGHT (LO101)

SET 35' CL5FGP 4'S AS STAKED (PFG5035)

(CZ-LP 3')AREA LIGHT POLE EAST OF XD-244OA

LDA - 17

150' S

TREA

M

BUFFER

32070700400600

32070700400500

32070700402400

32070700402601

32070700402600

32070700301000

32070700302200

32070700301700

32070700302101

100 YR FLOOD PLAIN

32070700400701

3207070040070032070700401600

32070700402100

32070700402200

32070700401900

32071800101300

320707004002000

32070700400900

WETLAND D

WETLAND E

WETLAND G

WETLAND F

SE‚ SEC 07-32N-07E & NE‚ SEC 18-32N-07E

WETLAND BUFFER

WETLAND BUFFER

WETL

AN

D

BUFFE

R

522+00523+00

524+00 525+00 526+00 527+00 528+00529+00

530+00531+00

532+00533+

00534+

00535+

00

536+00

537+00

538+00

539+00

540+00

541+00

542+00

543+00

$

$

$

$

A

A

A

$

$

$

$

$

$

$

$

$

$

$$

$

$ $

$

$

4-195656

4-414-42

1-14

1-24

1-15

2-8

2-172-156798

4-28

3-14

3-13

4-33

4-24

4-31

4-32

4-23

4-29

4-30

4-344-35

?

?

C

C

"

"

"

"

"

"

E

E

E

E

15-389473

N.O. SW 12-5469

D

FU65

FU40

FU40

FU65 OPEN

FU25

FU15 FU15

,

,

,

,

,

,

,

D

(

RCL 2621

RCL 2614

A

A

A

A

A

A

A

A

A

A

C

RCL 2622

E

25-1562925-12816

15-390193

25-253775

15-23295

15-24028E

37-10812

15-389489

AL-20657-Y

J

J

AL-17423-Y20214

20708

20331

20412

20626

30127-M

30124

30022

A

B

1

E-08558

C-2297

E-26715

E-26610

E-32775

E-13213

E-25177

E-26576

203R

D AV NE

Ç

Ç

Ç

Ç

Ç

Å

Å

Å

Å

ÅÅ

6

6

XDGB-1

XD-247

XDI-1

XDI-2

XD-248

XD-250

XD-252%%

% %

%

18-18-18/06

20-21-20/02

51/08

11-11-11/18

18-18-18/06

11/14

11/14

56/0811/14

18-18-18/06

11/14

LEU 69

85

1123

321

3

1

1

1

231

321

000

3

A-10039

A-28906

STATE HWY

530 NERA

MST

AD R

D

XD-244

XD-251

L=20'

259'

274'

A

260'

140'

191'

253'

238'

A

$

NW 18-32-07

SW 07-32-07

NE 18-32-07

SE 07-32-07

SE 07-

32-

07

SW 07-

32-

07

NW 18-

32-

07

NE 18-

32-

07

A

L=15'

0

12

N/A

2618

12

EAR

2618

12

EAR

1309

12

OSO

2618

12

EAR

REQUIRED

BRUSHING

REQUIRED

BRUSHING

A

EASEMENT

5'x25'

EASEMENT

5'x5'

EASEMENT

5'x10'

5'x5' EASEMENT

XD-246

XD-245

XD-245X

522+00523+00

524+00 525+00 526+00 527+00 528+00529+00

530+00531+00

532+00533+

00534+

00535+

00

536+00

537+00

538+00

539+00

540+00

541+00

542+00

543+00

$

$

$

$

A

A

A

$

$

$

$

$

$

$

$

$

$

$$

$

$ $

$

$

4-195656

4-414-42

1-14

1-24

1-15

2-8

2-172-156798

4-28

3-14

3-13

4-33

4-24

4-31

4-32

4-23

4-29

4-30

4-344-35

?

?

C

C

"

"

"

"

"

"

E

E

E

E

15-389473

N.O. SW 12-5469

D

FU65

FU40

FU40

FU65 OPEN

FU25

FU15 FU15

,

,

,

,

,

,

,

D

(

RCL 2621

RCL 2614

A

A

A

A

A

A

A

A

A

A

C

RCL 2622

E

25-1562925-12816

15-390193

25-253775

15-23295

15-24028E

37-10812

15-389489

AL-20657-Y

J

J

AL-17423-Y20214

20708

20331

20412

20626

30127-M

30124

30022

A

B

1

E-08558

C-2297

E-26715

E-26610

E-32775

E-13213

E-25177

E-26576

203R

D AV NE

Ç

Ç

Ç

Ç

Ç

Å

Å

Å

Å

ÅÅ

6

6

XDGB-1

XD-247

XDI-1

XDI-2

XD-248

XD-250

XD-252%%

% %

%

18-18-18/06

20-21-20/02

51/08

11-11-11/18

18-18-18/06

11/14

11/14

56/0811/14

18-18-18/06

11/14

LEU 69

85

1123

321

3

1

1

1

231

321

000

3

A-10039

A-28906

STATE HWY

530 NERA

MST

AD R

D

XD-244

XD-251

L=20'

259'

274'

A

260'

140'

191'

253'

238'

A

$

NW 18-32-07

SW 07-32-07

NE 18-32-07

SE 07-32-07

SE 07-

32-

07

SW 07-

32-

07

NW 18-

32-

07

NE 18-

32-

07

A

L=15'

0

12

N/A

2618

12

EAR

2618

12

EAR

1309

12

OSO

2618

12

EAR

REQUIRED

BRUSHING

REQUIRED

BRUSHING

A

EASEMENT

5'x25'

EASEMENT

5'x5'

EASEMENT

5'x10'

5'x5' EASEMENT

XD-246

XD-245

XD-245X

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

PA

PB

XD-254 to XD-257

0

32070700400600

150' STREAM BUFFER

100 YR FLOOD PLAIN

100 YR FLOOD PLAIN

150' S

TR

EA

M

BU

FF

ER

32070700400600

320707004

018

00

320707004

017

00

320707004

014

00

320707004

013

00

320707004

011

00

320707004

012

00

320707004

010

00

32070800300600

32070800300800

32070800300700

320708003011

00

320708003012

00

32070800300500

32070800300900

32070700400900

32070700400600

32070700400801

32070700400800

32070800300200

LDA - 18

ABANDON EXST SERVICE POLE TO OTHERS

XFR EXST SERVICES N, SE, SW TO SERVICE POLE (I0102)

INSTL 45' CL2FG SERVICE POLE 6.5' S OF EXST SERVICE POLE (PFG2045)

(CZ-SP 4.9')XD-257 SERVICE POLE COMP # 3-26PB


INSTL 1-3/8" NEUT DG N TO SGL HLX AHR (G0111)

XFR EXST 3/8" DWN GUY TO SGL HLX AHR (G0113)

INSTL 12" SGL HLX AHR N L=6.5' (A0102)

(CZ-G 0.6')XD-254 COMP # 4-37PA

SEC‚ SEC 07-32N-07E & SEC‚ SEC 08-32N-07E

WETLANDS BUFFER

545+00 546+00547+00

548+00549+00

550+00

560+00

561+00

562+00

563+00

564+00

565+00

566+00

567+00

568+00

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

3-239716

3-3

3-26

3-28

3-24

4-39

3-33

3-25

3-27

4-19

4-26

4-37

4-36

4-38

4-18

C

C

C

"

"

"

"

"

"

E

E

FU15 ,

A

A

A A

A

A

A

AA

A

A

A A

A

15-15607

15-11730

25-14977

15-20103

15-14669

21028

21106

20906-M20926

21004

21220

21116

21124

21202

20629

E-00632

C-889

E-26

716

E-26679

E-25190

E-18921

Ç

Ç

Å

Å

XD-255

XD-258

XD-256

XD-256X

%

%

18-18-18/06

21/14

18-18-18/06

11/14

123

2

123

2

STATE HWY 530 NE

WHITEHORSE TRAIL

NORTH FORK STILLAGU

AMISH RIVER

XD-254

246'

XD-257246'

100'

SW 08-32-07

SE 07-

32-

07

SW 08-

32-

07

A

1309

12

OSO

1309

12

OSO

L=6.5'

REQUIRED

AND BRUSHING

TREE TRIMMING

545+00 546+00547+00

548+00549+00

550+00

560+00

561+00

562+00

563+00

564+00

565+00

566+00

567+00

568+00

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

3-239716

3-3

3-26

3-28

3-24

4-39

3-33

3-25

3-27

4-19

4-26

4-37

4-36

4-38

4-18

C

C

C

"

"

"

"

"

"

E

E

FU15 ,

A

A

A A

A

A

A

AA

A

A

A A

A

15-15607

15-11730

25-14977

15-20103

15-14669

21028

21106

20906-M20926

21004

21220

21116

21124

21202

20629

E-00632

C-889

E-26

716

E-26679

E-25190

E-18921

Ç

Ç

Å

Å

XD-255

XD-258

XD-256

XD-256X

%

%

18-18-18/06

21/14

18-18-18/06

11/14

123

2

123

2

STATE HWY 530 NE

WHITEHORSE TRAIL

NORTH FORK STILLAGU

AMISH RIVER

XD-254

246'

XD-257246'

100'

SW 08-32-07

SE 07-

32-

07

SW 08-

32-

07

A

1309

12

OSO

1309

12

OSO

L=6.5'

REQUIRED

AND BRUSHING

TREE TRIMMING

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

QAQB

QC QD QF

QG

QE

MATCH LINE SEE SHEET 27 STA. 594+

00

XD-262 to XD-268


STENCIL POLE XD-265



XD-265 COMP # 3-13QD


STENCIL POLE XD-264

RMV EXST DG S





SEC VOLT / /

DIST # , SER #



RAKE POLE 4" S


SET 5O' CL1 P W/GND 7' DEEP 4' S OF EXST POLE (PW1050)

(CZ-P 3.0')XD-264 COMP # 3-12QC

STRIP, TOP AND ABANDON OLD POLE AND SGL HLX AHR TO OTHERS

STENCIL POLE XD-263

RMV EXST DG S



RMV EXST TRANSPOSITION (SEE PHASING DIAGRAM)


SET 50' CL1 P W/GND 7' DEEP 3.5' S OF EXST POLE (PW1050, N0110)

(CZ-P 2.8')XD-263 COMP # 3-11QB

INSTL 12" SGL HLX AHR W L=25' (A0102)


INSTL 1-3/8" PRI DG W (G0113) ATTACH BELOW SECTIONALIZER #3319

DEADEND 3-336 PRI & 3/0 NEUT COND E ON EXST POLE (12F610) (3-T0303 & 1-T0107)

XD-262 COMP # 3-10QA

0


40'

40'

20'

A

QB

QC 25'XD-264

15'XD-263


32070800301000

100

YR FLO

OD PLAI

N

150' S

TR

EA

M

BU

FF

ER

32070800300400

32070800301300

32070800301700

32070800301600

32070800300100

3207080030020032070800300300

100 YR FLOOD PLAIN

100 YR FLOOD PLAIN

150' S

TR

EA

M

BU

FF

ER

LDA - 19

100 YR FLOOD PLAIN


STENCIL POLE XD-268



SEC VOLT / /

DIST # , SER #



SET 55' CL1FE P W/GND 7.5' DEEP 3.5' NW OF EXST POLE (PFE1055,N0110FG)

XD-268 COMP # 4-32QG


STENCIL POLE XD-267

RMV EXST DG & SGL HLX ANC S


INSTL 1-3/8" NEUT DG S (G0113G)

INSTL 1-3/8" PRI DG S (G0113G)


XFR OH SEC SERVICES W, SW &S (I0101)

SEC VOLT / /

DIST # , SER #




FRAME 3PH FLAT DBL FG TANGENT ARM ASSY (12F304,X0301D)

SET 50' CL1 FE W/GND 7' DEEP 2' SW OF EXST POLE (PFE1050,N0110FG)

XD-267 COMP # 4-33QF




REPHASE 3PH SEC AS NEEDED PER SCHEMATIC (VERIFY ROTATION)

RETAP 1PH LATERAL S & 3PH XFMR BANK


XD-266 COMP # 3-195709QE

ACCESS IMPACT AREA

SW‚ SEC 08-32N-07E & SE‚ SEC 08-32N-07E

569+00 570+00571+00

572+00573+00

574+00575+00

576+00577+00

578+00579+00

580+00 581+00 582+00 583+00584+

00585+

00

586+00

587+00

588+00

589+

00

590+

00

591+

00

592+

00

593+

00

594+

00

$

$

$

$

$

$

$

$$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

3-195709

3-195710

4-195793

3-195758

3-195762

3-5002

3-5001

4-41

4-33

4-32

4-35

3-12

3-35

3-29

4-36

3-113-13

3-10

3-30

3-31

3-32

D

E

C

D

"

"

"

"

"

"

"

"

"

E

E

E

25-358124

E

E

FU25

FU40,

,SEC 3310

'

G

A

A

A

AA

A

15-383875

10-2331

D

15-370045

37-15576

15-310393

15-14145

10-35772325-17912

AL-577-Y

AL-102744-D

AL-16591-Y

J

J

J

J

1

1

AL-16590-Y

30006

30030

30032

21920

30026

21308-M

21912

30230

21912

30230

21325

21920

21824

30212

21716

21703

E-02355

C-1239

E-26659

E-23740

Ç Ç

Ç

Å

Å

Å

XD-259

XD-260

XD-261

XD3A-1

XD3A-3

XD3A-2

XDX-1

21-21-21/02

21-21-21/02

20/14

18-18-18/06

21/14

21-21-21/02

10/14

123

1

312

1

3

123

LAKE C

AVAN

AUGH R

D

WHITEHORSE TRAIL

STATE HWY 530 NE

XD-262XD-263 XD-264

XD-265

XD-266XD-267

XD-268

A L=25'

269'L=25'

A

239'

A

L=15'

A

L=7'

264'

245' 267'

264'

296'

SW 08-

32-

07

SE 08-

32-

07

DEER CREEK

A

L=10'

REQUIREDAND BRUSHING TREE TRIMMING

5'x10' EASEMENT

5'x20'EASEMENT

5'x25' EASEMENT

569+00 570+00571+00

572+00573+00

574+00575+00

576+00577+00

578+00579+00

580+00 581+00 582+00 583+00584+

00585+

00

586+00

587+00

588+00

589+

00

590+

00

591+

00

592+

00

593+

00

594+

00

$

$

$

$

$

$

$

$$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

3-195709

3-195710

4-195793

3-195758

3-195762

3-5002

3-5001

4-41

4-33

4-32

4-35

3-12

3-35

3-29

4-36

3-113-13

3-10

3-30

3-31

3-32

D

E

C

D

"

"

"

"

"

"

"

"

"

E

E

E

25-358124

E

E

FU25

FU40,

,SEC 3310

'

G

A

A

A

AA

A

15-383875

10-2331

D

15-370045

37-15576

15-310393

15-14145

10-35772325-17912

AL-577-Y

AL-102744-D

AL-16591-Y

J

J

J

J

1

1

AL-16590-Y

30006

30030

30032

21920

30026

21308-M

21912

30230

21912

30230

21325

21920

21824

30212

21716

21703

E-02355

C-1239

E-26659

E-23740

Ç Ç

Ç

Å

Å

Å

XD-259

XD-260

XD-261

XD3A-1

XD3A-3

XD3A-2

XDX-1

21-21-21/02

21-21-21/02

20/14

18-18-18/06

21/14

21-21-21/02

10/14

123

1

312

1

3

123

LAKE C

AVAN

AUGH R

D

WHITEHORSE TRAIL

STATE HWY 530 NE

XD-262XD-263 XD-264

XD-265

XD-266XD-267

XD-268

A L=25'

269'L=25'

A

239'

A

L=15'

A

L=7'

264'

245' 267'

264'

296'

SW 08-

32-

07

SE 08-

32-

07

DEER CREEK

A

L=10'

REQUIREDAND BRUSHING TREE TRIMMING

5'x10' EASEMENT

5'x20'EASEMENT

5'x25' EASEMENT

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

XD-269 to XD-275

0

ED

GE

OF

RO

AD

SH

OU

LD

ER

40'

40'

RI XD-274

STRUCTURE

RA

RB

RC

RD

RM

RN

RF

RG

RE

RH

RI

RJ

RK

RL

RETAP 3PH & 2PH LATERALS PER SCHEMATIC

XDJ-4 COMP # 4-239783RN

STENCIL POLE XDJ-1X

XDJ-1 COMP # 4-17RM

STENCIL POLE XD-275

ABANDON EXST AHR E TO OTHERS

INSTL 12" SGL HLX AHR E L=20' (A0102)

INSTL 1-3/8" NEUT DG E (G0111)

INSTL 1-3/8" PRI DG E (G0113)

EXST X-PLT AHR N L=14'

INSTL 1-3/8" NEUT DG N (G0111)

EXST 1-3/8" PRI DG N (G0113)

FRAME DBL DE ASSY (12F311)

EXST 65' CL1 P SET 8.5' DEEP

XD-275 COMP # 1-34RL

100 YR FLOOD PLAIN

00479800301500

150' STREA

M

BUFFER

00479800301900

00479800301100

00479800300800

00479800300700

00479800302200

00479800300500

00479800302300

00479800402500

00479800401900

00479800400700

00479800400400

00479800400100

004798004018

00

004798004012

00

100 YR

FLOOD PLAIN

100 YR FLOOD PLAIN

32070800401700

32070800404400

32070800402101

32070800402100

C

C

150' S

TR

EA

M

BUFF

ER

150' STREAM BUFFER

150' ST

RE

AM

BUFFER

150' ST

RE

AM

BUFFER

32070800401902

32070800401901

32070800401900

32071700100400

32071700100200

100

YR

FLOO

D PLAI

N

LDA - 20

MATC

H LIN

E SEE SHEET LD

A-19 STA

. 594+

00

MATCH LINE SEE SHEET LDA-21 STA. 612+00

ST

RE

AM 2

WETLAND B


STENCIL POLE XD-274



INSTL 1-3/8" PRI DG NE (G0113G)


XFR OH SEC SERVICES E, W & SW (I0102)

SEC VOLT / /

DIST # , SER #


FRAME 3PH 7' DBL FG ALLEY FRAME (12F339,X0551)

SET 50' CL1 FE W/GND 7' DEEP 3' W OF EXST POLE (PFE1050,N0110FG)

XD-274 COMP # 1-15RK


INSTL 2-3/8" DG NE (2-G0113G)

ATTACH SG W

SET 45' CL2 FE 6.5' DEEP 9' E OF EXST POLE (PFE2045)

XD-273 STUB POLE COMP # 4-30RJ


STENCIL POLE XD-273

RMV EXST SG

INSTL 1-3/8" SG NE (G0202)



SEC VOLT / /

DIST # , SER #


FRAME 3PH 7' DBL FG ALLEY ARM E (12F339,X0551)

BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS RAKE POLE 4' W

SET 50' CL1FE W/GND 7' DEEP 4' W OF EXST POLE (PFE1050,N0110FG)

XD-273 COMP # 4-29RI

RMV OLD POLE

STENCIL POLE XD-272



BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS RAKE POLE 6" W

(PFG1050, N0110FG, 2-PF0100)

SET 50' CL1FG P W/GND 7' DEEP 8' W OF EXST POLE WITH POLE KEYS

XD-272 COMP # 4-28RH

RMV OLD POLE, DG & SGL HLX AHR

STENCIL POLE XD-271


INSTL 1-3/8" NEUT DG W (G0113G)

INSTL 1-3/8" PRI DG W (G0113G)


INST END OF ARM TAP & FUSE LAT W @ 15 AMPS (12V115)



BACKFILL WITH CRUSHED ROCK TAMPED IN 6" LIFTS RAKE POLE 6" W

SET 50' CL1 FE W/GND 7' DEEP 6' W OF EXST POLE (PFE1050, N0110FG)

XD-271 COMP # 4-23RG

RETAP 1PH LATERAL E FUSE 8 AMPS

INSTL 12" SGL HLX AHR W L=14'


INSTL 2-3/8" PRI DG W (2-G0113)

STRING NEW 1/0 SEC SERVICE N TO XD-270

SEC VOLT _______/ ________/ _________

DIST #________________ , SER # __________________



REFRAME TO 3PH 10' ARMS (12F311)

XD-270X COMP # 4-25RF

RMV OLD POLE, DGS & SGL HLX AHR

STENCIL POLE XD-270



INSTL 2-3/8" PRI DG E (2-G0113)


STRING NEW 1/0 SEC SERVICE S TO XD-270X

XFR OH SEC SERVICES E (I0102)

FRAME 3PH FLAT DOUBLE TANGENT ARM ASSY (12F304)

SET 50' CL1 P W/GND 7' DEEP ACROSS OSO LOOP RD AS STAKED (PW1050)

XD-270 COMP # 4-20RE

NO CHANGE

EXST XD-269 STUB POLE COMP #RD

RESTENSIL POLE XDJ-1

RMV EXST #4 CU 3PH LATERAL S

RMV EXST 3PH LATERAL AND BUCK ARMS SOUTH

EXST XD-269 COMP #RC


INSTL 2-1/2" DG NW (G0114G)

ATTACH 3-3/8' SGS SE (3-G0202)

SET 45' CL2 FE 6.5' DEEP AS STAKED (PFE2045)

XD-269 STUB POLE COMP # RB


STENCIL POLE XD-269

INSTL 1-12" SGL HLX E L=20' (A0102)


INSTL 2-3/8" PRI DG E (G0113)

INSTL 1-3/8" NEUT SG NW (G0202)

INSTL 2-3/8" PRI SG NW (G0202)

DEAD END EXST #4 CU E

DEAD END NEW 3-336 PRI & 3/0 NEUT CONDUCTORS W and S

FRAME 3PH FLAT DEADEND WITH BUCK ASSY (12F311, 12F318)

SET 55' CL1 P W/GND 7.5' DEEP 189' NE OF POLE XD-268 (PW1050, N0110)

XD-269 COMP # RA

ACCESS IMPACT AREA

SE‚ SEC 08-32N-07E & NE‚ SEC 17-32N-07E

WETLA

NDS B

UFFER

WETLA

NDS B

UFFER

594+

00

595+

00

596

+00

597

+00

598+00

599+00

600

+00

601+00

602+00

603+00

604+00

605+00

606+00

607+

00

608+

00

609+

00

610

+00

611

+00

612

+00

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

4-195842

4-196730

4-58

4-159569

4-159506

4-239783

4-57

4-42

4-30

4-25

4-45

4-50

4-53

4-52

4-15

4-26

4-23

4-28

4-20

4-174-19

4-18

4-29

1-34

1-15

D

D

"

"

"

"

"

"

"

"

E

C

C

E

C

D

E

E

FU80

FU15

FU8

,

,

,

A

A

A

A

A

A A

A

25-18926

15-377214

25-13354

15-11281

75-3766

15-394284

15-394476

25-11684

15-2098

15-397462

AL-100459-D

AL-9210-Y

J

J

J

J

J

AL-14400-Y

AL-16097-Y

AL-23478-Y

22314

22310-M

22130

22300

22114

30006

30032

29928

30230

22206 30121

30104

30006

29909

29909

29914-M

29930

30230

22110

30217

30113

30230

30301

30230

30230

30226

3 2524

2627

282

227 21

6

4235

1112

109

14

1

13

2322

21

24

2726

25

19

16

20

1718

10 1817

198 20

9

3015 2829

16

1115

8

43

21

76

5

E-06783

E-06782

E-23604

E-23

605

302ND ST NE

PHASE ROLL

OSO LOOP RD

Ç

Å

Å

Å

Æ

21-21-21/02

21-21/16

21-21-21/02

10/15

10/14

21/14

2

1

1

23

123

222N

D AV NE

STATE HWY 53

0 NE

XD-269

XDJ-1

XDJ-2

XDJ-3

XDJ-4

101'

276'

181'

195'

303'

XD-271

XD-273

XD-274

XD-275

XD-272

XD-270X

XD-270

L=30'

AL=10'

A

A

L=12'

302'

222'

L=6'

230'

241'

138'

SE 08-32-07

NE 17-32-07

RIVER

NORTH FORK STILLAGUAMISHREQUIRED

AND BRUSHING

TREE TRIMMING

REQUIRED

AND BRUSHING

TREE TRIMMING

L=10'

A

A

$

A

A

A

83'

116'

155'

L=20'

L=20'

L=15'

L=14'

594+

00

595+

00

596

+00

597

+00

598+00

599+00

600

+00

601+00

602+00

603+00

604+00

605+00

606+00

607+

00

608+

00

609+

00

610

+00

611

+00

612

+00

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

4-195842

4-196730

4-58

4-159569

4-159506

4-239783

4-57

4-42

4-30

4-25

4-45

4-50

4-53

4-52

4-15

4-26

4-23

4-28

4-20

4-174-19

4-18

4-29

1-34

1-15

D

D

"

"

"

"

"

"

"

"

E

C

C

E

C

D

E

E

FU80

FU15

FU8

,

,

,

A

A

A

A

A

A A

A

25-18926

15-377214

25-13354

15-11281

75-3766

15-394284

15-394476

25-11684

15-2098

15-397462

AL-100459-D

AL-9210-Y

J

J

J

J

J

AL-14400-Y

AL-16097-Y

AL-23478-Y

22314

22310-M

22130

22300

22114

30006

30032

29928

30230

22206 30121

30104

30006

29909

29909

29914-M

29930

30230

22110

30217

30113

30230

30301

30230

30230

30226

3 2524

2627

282

227 21

6

4235

1112

109

14

1

13

2322

21

24

2726

25

19

16

20

1718

10 1817

198 20

9

3015 2829

16

1115

8

43

21

76

5

E-06783

E-06782

E-23604

E-23

605

302ND ST NE

PHASE ROLL

OSO LOOP RD

Ç

Å

Å

Å

Æ

21-21-21/02

21-21/16

21-21-21/02

10/15

10/14

21/14

2

1

1

23

123

222N

D AV NE

STATE HWY 53

0 NE

XD-269

XDJ-1

XDJ-2

XDJ-3

XDJ-4

101'

276'

181'

195'

303'

XD-271

XD-273

XD-274

XD-275

XD-272

XD-270X

XD-270

L=30'

AL=10'

A

A

L=12'

302'

222'

L=6'

230'

241'

138'

SE 08-32-07

NE 17-32-07

RIVER

NORTH FORK STILLAGUAMISHREQUIRED

AND BRUSHING

TREE TRIMMING

REQUIRED

AND BRUSHING

TREE TRIMMING

L=10'

A

A

$

A

A

A

83'

116'

155'

L=20'

L=20'

L=15'

L=14'

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

NNORTH

SA

SB

SC SD SE SF

XD-279 to XD-282

0

SG

100 YR FLOOD PLAIN

150' S

TR

EA

M

BU

FF

ER

100

YR

FL

OO

D

PL

AIN

150' S

TREA

M

BUFFER

100 YR FLO

OD PLAIN

3207

17

00100800

32071700100900

32071700100600

32071700100900

32071700101800

32071700101400

LDA - 21

MATCH LINE SEE SHEET LDA-20 STA. 612+00

STREA

M 1

WETLAND A

MAT

CH LINE SE

E SH

EET LD

A-22 S

TA. 6

26+

00

RETAP 2PH LATERAL PER PHASING DIAGRAM

XDJ-17 COMP # 196779 SG


STENCIL POLE XD-282


(PW1050, N0110)

SET 50' CL1 P W/GND 7' DEEP 5' S OF EXST POLE

XD-282 COMP # 1-5SF


XD-281X COMP # 1-6SE

HLX AHR TO OTHERS

STRIP, TOP AND ABANDON OLD POLE & SGL

STENCIL POLE XD-281

RMV EXST DG S

INSTL 1-12" SGL HLX AHR S L=35' (A0102)


INSTL 2-3/8" PRI DGS S (G0115)


INST END OF ARM TAP @FUSE LAT S @ 40 AMPS (12V115)

FRAME 3PH TANGENT W/3PH BUCK (12F316)

(PW1050, N0110)


XD-281 COMP # 1-235341SD


STENCIL POLE XDK-1

INSTL 1-12" SGL HLX AHR W L=30' (A0102)


INSTL 2-3/8" PRI DGS W (G0113)

EX TENSION

XFR EX PRI LAT 2-#4CU & 2-#2ACSR WIRE & MATCH

INST 3-LBCO & FUSE LAT W @ 65 AMPS (3-E0202)

DEAD END 3-336 PRI & 3/0 NEUT E

FRAME 3PH FLAT DBL DEAD END ASSY (12F311)

(PW1050)


XDK-1 COMP # 1-21SC

RETAP XFMR (Z0102)

ATTACH 3-336 PRI & 3/0 NEUT TO EXIST POLE

XD-280 COMP # 1-8SB


STENCIL POLE XD-279

RMV EXST DGS


INSTL 1-3/8" NEUT DG W (G0113G)

INSTL 1-3/8" PRI DG W (G0113G)


INSTL 1-3/8" NEUT DG S (G0113G)

INSTL 2-3/8" PRI DG S (G0113G)



SEC VOLT / /

DIST # , SER #


FRAME 3PH FLAT FG DEADEND ASSY (12F311)

(PFE1060,N0110FG)

SET 60' CL1 FE W/GND 8' DEEP 3' S OF EXST POLE

XD-279 COMP # 1-33SA

NE‚ SEC 17-32N-07E

612

+00

613

+00

614

+00

615

+00

616

+00

617

+00

618

+00

619

+00

620

+00

621

+00

622+00 623+00 624+00 625+00 626+00

A

$

$$

$ $

$

$

$

A

A

$

1-16

1-231-22

1-6 1-5

1-21

1-33

1-8

1-235341

C

C

"

"

G

A

D

FU65

FU65

FU40

,

,

,

25-13114

15-306197

15-19453

1

22209

22209

29621

E-23606

ENTSMINGER RD

223R

D AV NE

OSO LOOP RD

Ç

Ç

Ç

Ç

Å

XDK-3

XDP-1

XD-280

21-11-11/06

56-56-56/12

21-21-21/02

11-11-11/02

21-21-21/02

21/15

21/14

LEU 81

06

LEO 8107

1

123

321

123

123

OSO LO

OP R

D

XD-279

XD-280

XDK-1 XD-281 XD-282XD-281X

A

L=30'595'

306'

216'

212'166'

266'255'


L=35'

$

REQUIRED

BRUSHING

REQUIRED

TREE TRIMMING

L=9'

L=30'

A

612

+00

613

+00

614

+00

615

+00

616

+00

617

+00

618

+00

619

+00

620

+00

621

+00

622+00 623+00 624+00 625+00 626+00

A

$

$$

$ $

$

$

$

A

A

$

1-16

1-231-22

1-6 1-5

1-21

1-33

1-8

1-235341

C

C

"

"

G

A

D

FU65

FU65

FU40

,

,

,

25-13114

15-306197

15-19453

1

22209

22209

29621

E-23606

ENTSMINGER RD

223R

D AV NE

OSO LOOP RD

Ç

Ç

Ç

Ç

Å

XDK-3

XDP-1

XD-280

21-11-11/06

56-56-56/12

21-21-21/02

11-11-11/02

21-21-21/02

21/15

21/14

LEU 81

06

LEO 8107

1

123

321

123

123

OSO LO

OP R

D

XD-279

XD-280

XDK-1 XD-281 XD-282XD-281X

A

L=30'595'

306'

216'

212'166'

266'255'


L=35'

$

REQUIRED

BRUSHING

REQUIRED

TREE TRIMMING

L=9'

L=30'

A

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

$

$

$

$

$$

$

$

$

3-196779

3-150727

3-18

3-262263

3-173-16

3-262261

3-22

3-253270

"

"

"

"

E

15-10968

D

D

D

FU25

FU65

,

,

A

A

A

A

A

A

D

25-10246

15-22628

15-389482

15-10966

23106

23212

30624

23106

F

E-06530

E-51906

(S BR

OOKS CREEK RD)

Å

Å

Æ

Æ

Å

XDJ-23

XDJ-22

XDJ-20

XDJ-19

XDJ-18

XDJ-17

XDJ-21

56/08

21/15

21-21/16

21-21/16

21/15

LEU 9976

2

23

23

2

2


$

$

3-25

3-188633

"

D10-305472

15-233105

AL-4861-Y

J

23106

23113

304TH ST NE

XDJ-16

STATE HWY 53

0 NE

WHITEHORSE T

RAIL

$

$

$

$

$$

$

$

$

3-196779

3-150727

3-18

3-262263

3-173-16

3-262261

3-22

3-253270

"

"

"

"

E

15-10968

D

D

D

FU25

FU65

,

,

A

A

A

A

A

A

D

25-10246

15-22628

15-389482

15-10966

23106

23212

30624

23106

F

E-06530

E-51906

(S BR

OOKS CREEK RD)

Å

Å

Æ

Æ

Å

XDJ-23

XDJ-22

XDJ-20

XDJ-19

XDJ-18

XDJ-17

XDJ-21

56/08

21/15

21-21/16

21-21/16

21/15

LEU 9976

2

23

23

2

2


$

$

3-25

3-188633

"

D10-305472

15-233105

AL-4861-Y

J

23106

23113

304TH ST NE

XDJ-16

STATE HWY 53

0 NE

WHITEHORSE T

RAIL

OSO SUBSTATION

TITHTG

TFTETDTCTBTA

XD-283 to XD-291

NNORTH

0

150' STREAM BUFFER

32071600201000 32071600200400

32071600200500

32070900300900

150' STREAM BUFFER

150' S

TRE

AM

BUFFER

150' S

TRE

AM

BUFFE

R

150' STREAM BUFFER

32071700100500

32071700101800

32071700101400

32070900300701

32070900300700

320716600201100

100 YR FLOOD PLAIN

100 YR

FLOOD PLAIN

LDA - 22

ST

RE

AM 1

MAT

CH LINE SE

E SH

EET LD

A-21 S

TA. 6

26+

00


STENCIL POLE XD-287


XFR EXIST OH SEC SERVICES S (I0101)

SEC VOLT / /

DIST # , SER #



SET 50' CL1FG P W/GND 7' DEEP 3' E AND 1' S OF EXST POLE (PFG1050,N0110FG)

TE XD-287 COMP # 2-187572


STENCIL POLE XD-286


XFR EXIST OH SEC SERVICES N (I0101)

SEC VOLT / /

DIST # , SER #



SET 50' CL1 P W/GND 7' DEEP 3' E AND 1' S OF EXST POLE (PW1050)

XD-286 COMP # 1-1TD


STENCIL POLE XD-285


SET 50' CL1 P W/GND 7' DEEP 23' E AND 2' S OF EXST POLE (PW1050, N0110)

XD-285 COMP # 1-2TC


STENCIL POLE XD-284


SET 50' CL1FG P W/GND 7' DEEP 25' W AND 4' S OF EXST POLE (PFG1050, N0110FG)

XD-284 COMP # 1-3TB


STENCIL POLE XD-283


XFR THREE EXIST OH SEC SERVICES (I0101)

SEC VOLT / /

DIST # , SER #




XD-283 COMP # 1-195618TA


STENCIL POLE XD-291

RMV EXST DGS AND SGL HLX AHRS

DEAD END 3-336 PRI & 3/0 NEUT EAST & WEST

INSTL 12" SGL HLX AHR E L=30' (A0102)


INSTL 2-3/8" PRI DGS E (G0113G)

FRAME 3PH GANG OPERATED SWITCH ASSY (12F713)

RAKE POLE 12" S

SET 50' CLH2 FE W/GND 7' DEEP 2' E AND 1' S OF EXST P (PFEH2050,N0110FG)

XD-291 COMP # 2-5TI


STENCIL POLE XD-290


INSTL SEC RISER AND PED 1U705 (350 / 4/0 TPX)

SEC VOLT / /

DIST # , SER #



SET 50' CL1FG P W/GND 7' DEEP 5' E AND 1' S OF EXST POLE (PFG1050,N0110FG)

XD-290 COMP # 2-4TH


STENCIL POLE XD-289


INSTL SEC RISER AND PED 1U705 (350 / 4/0 TPX)

SEC VOLT / /

DIST # , SER #



SET 50' CL1FG P W/GND 7' DEEP 4' W AND 1' S OF EXST POLE (PFG1050,N0110FG)

XD-289 COMP # 2-3TG


STENCIL POLE XD-288


SET 50' CL1FG P W/GND 7' DEEP 3' E AND 1' S OF EXST POLE (PFG1050, N0110FG)

XD-288 COMP # 2-2TF

NE‚ SEC 17-32N-07E & NW‚ SEC 16-32N-07E

650+00

651+00

652+00

653+00

A

AA$

$

2-7

2-6

"

"

D

D

,

10-2004

15-17894

J

AL-18520-Y

23116-M

23120

E-10761

SW 115-1614

Ç

XD-293

XD-292

%

18-18-18/02

321

131012

OSO

FU SOLIDLCO 12-2853

626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00 647+00648+00

649+00

$$$ A

x

$

$ $

$

$

$

$$$$

$

1-11-21-3

2-5000

2-42-5

2-21

2-2

1-35

2-202-3

1-1956182-187572

1-195802

""

""

"

-.

.

E

SW 12-1310GSW 12-1309G

N.O. SW 12-1336

DD

D D

,

15-8214

15-805515-356235

15-13476

15-19536

H

J11

1

AL-5972-Y

SL-103847-C

22704

23020

22906

22421-M

22705

22503

1

2

A

*

LAKE RILEY R

D

Ç

XD-291X

%

21-21-21/02

321

%

OSO LOOP RD

XD-283 XD-284 XD-285 XD-286 XD-287 XD-288 XD-289XD-290

XD-291

191' 293' 261' 262' 257' 264' 261' 208' 205'

NE

17-

32-

07

NW

16-

32-

07

NORTH FORK STILLAGUAMISH RIVER

N.C. SW #12-2854

L=30'

130912

OSO131012

OSO

650+00

651+00

652+00

653+00

A

AA$

$

2-7

2-6

"

"

D

D

,

10-2004

15-17894

J

AL-18520-Y

23116-M

23120

E-10761

SW 115-1614

Ç

XD-293

XD-292

%

18-18-18/02

321

131012

OSO

FU SOLIDLCO 12-2853

626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00 641+00 642+00 643+00 644+00 645+00 646+00 647+00648+00

649+00

$$$ A

x

$

$ $

$

$

$

$$$$

$

1-11-21-3

2-5000

2-42-5

2-21

2-2

1-35

2-202-3

1-1956182-187572

1-195802

""

""

"

-.

.

E

SW 12-1310GSW 12-1309G

N.O. SW 12-1336

DD

D D

,

15-8214

15-805515-356235

15-13476

15-19536

H

J11

1

AL-5972-Y

SL-103847-C

22704

23020

22906

22421-M

22705

22503

1

2

A

*

LAKE RILEY R

D

Ç

XD-291X

%

21-21-21/02

321

%

OSO LOOP RD

XD-283 XD-284 XD-285 XD-286 XD-287 XD-288 XD-289XD-290

XD-291

191' 293' 261' 262' 257' 264' 261' 208' 205'

NE

17-

32-

07

NW

16-

32-

07

NORTH FORK STILLAGUAMISH RIVER

N.C. SW #12-2854

L=30'

130912

OSO131012

OSO

REV

DE

SC

RIP

TIO

ND

ES

CRIP

TIO

NE

NG

RC

HK

RAP

VD

BY

DA

TE

No

No

DA

TE

BY

AP

VD

CH

KR

DRAWING

RE

VISIO

NS

EN

GR

DATE

APVD

ENGR

CHKR

DFTR

SCALE

WO

TASK

SNOHOMISH COUNTY


LEGEND: BLW

VLG

1"=100'

395450

03

01/19/18


100' 50' 100'0'

SCALE: 1"=100'

PWR

PWR

100 YR FLOODPLAIN

PROPERTY LINE

RIGHT-OF-WAY LINE


SECONDARY OVHD LINE








LDA PERMIT DRAWINGS

PROJECT

IMPROVEMENTS

AND 12kV

SR530 CONTROL ZONE

a n e n b y y 5 w r k e r e h e xd-34 comp # 3-4(cz-p 3.7 ...v d b y d a t e n o n o d a t e b y a p...

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