000-000-0 · 14432 SE Eastgate Way Bellevue, WA 98007 Tel: (425) 519-8300 000-000-0 Suite 100. 5....

14432 SE Eastgate Way

Bellevue, WA 98007Tel: (425) 519-8300

Suite 100000-

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520

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NE 145 ST

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STONE

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HOLMAN

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NE

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90

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GREENWOOD

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VICTORY

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MAPLE

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UNIVERSITY

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HIGHLAND

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WHITE CENTER

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PUGET

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PUGET

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NW 59TH ST

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SCALE: 1" = 1 MILE

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%%UVICINITY MAP

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SCALE: 1" = 400'

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%%ULOCATION MAP

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32

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(SCALE)

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DETAIL REFERENCE NUMBER

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SHEET ON WHICH DETAIL APPEARS

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DETAIL REFERENCE NUMBER

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SHEET FROM WHICH DETAIL WAS TAKEN

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("TYP" SPECIFIES THAT DETAIL IS

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UNIFORMLY TYPICAL THROUGHOUT

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PROJECT EXCEPT WHERE OTHERWISE NOTED.)

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("VAR" SPECIFIES THAT DETAIL WAS

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TAKEN FROM SEVERAL SHEETS.)

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SECTION A-A IS SHOWN ON SHEET 32.

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SECTION A-A IS TAKEN FROM SHEET 30.

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30

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DETAIL AND SECTION REFERENCING

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%%U(TITLE)

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%%USECTION A-A

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GENERAL NOTES UNLESS OTHERWISE NOTED: 1. FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 3" TRIMBLE TOTAL STATION FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 3" TRIMBLE TOTAL STATION USING TRAVERSE METHODS THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090. 2. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OR RESTRICTIONS OF RECORD, IN ANY. 3. SURVEY INFORMATION: SURVEY INFORMATION: HORIZONTAL DATUM: NAD83-2011 EPOCH 2010.00 DERIVED FROM THE WSRN AND NGS NAD83-2011 EPOCH 2010.00 DERIVED FROM THE WSRN AND NGS CORS VERTICAL DATUM: NAVD88 NAVD88 BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE VERTICAL BENCHMARKS: 3841-1102, PT #105 3841-1102, PT #105 PROJECT FIELD BOOK: #3856 PG 25-42 #3856 PG 25-42 PROJECT SCALE FACTOR: 0.999972923 0.999972923 CONVERGENCE ANGLE: -1 10'24.04838" -1°10'24.04838"PROJECT COMBINED GRID FACTOR: 0.999974517 0.999974517 SCALE FACTOR BASIS: NORTHING: 247582.07 EASTING: 1252132.32 NORTHING: 247582.07 EASTING: 1252132.32 4. BENCHMARKS: BENCHMARKS: 3941-1102: SE COR OF 40TH AVE W & W COMMODORE WY, SET 2IN BC STAMPED CITY OF SEATTLE SURVEY 3941 1102 0.5FT WEST OF BKCW & 25FT SOUTH OF INTX OF BKCWS, ALSO 3FT SW OF ANGLE POINT OF FIVE FT BOARD FENCE. ELEV=87.27' PT #105 38562801 AT INTX W CRAMER ST AND 39TH AVE W SET MAG W/FLASHER 2.5'N OF PPLT. ELEV=37.73'

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SEE LOCATION MAP

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PROJECT LOCATION

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MADE

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PC

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DESIGNED

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DRAWN

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20

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DEPARTMENT OF FINANCE & ADMINISTRATIVE SERVICES

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APPROVED FOR ADVERTISING

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SEATTLE, WASHINGTON

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BY:

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CITY PURCHASING & CONTRACTING SERVICES DIRECTOR

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LIZ ALZEER

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SPECIFICATIONS AND OTHER DOCUMENTS CALLED FOR IN SECTION 0-02.3 OF THE PROJECT MANUAL.

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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF SEATTLE STANDARD PLANS AND

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79

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90%%% REVIEW SUBMITTAL (NOT FOR CONSTRUCTION)

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Ordinance

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MAGNOLIA NPDES BASIN 60 PUMP STATION 22 UPGRADE

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REVIEWED BY SPU/WATER ENGINEERING

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REVIEWED BY SPU/DRAINAGE

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APPROVED BY SDOT STREET IMPROVEMENT PERMITTING

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SEATTLE, WASHINGTON

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BY:

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LIZ ALZEER

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PROJECT: CITY OF SEATTLE, PUMP STATION NO. 22 (PS22) RETROFIT AND FORCE MAIN CITY OF SEATTLE, PUMP STATION NO. 22 (PS22) RETROFIT AND FORCE MAIN REPLACEMENT PROJECT PROJECT LOCATION/ADDRESS: DUE WEST OF 3810 W. CRAMER ST. DUE WEST OF 3810 W. CRAMER ST. LEGAL DESCRIPTION: WEST CRAMER STREET CITY RIGHT-OF-WAY, 40TH AVENUE WEST WEST CRAMER STREET CITY RIGHT-OF-WAY, 40TH AVENUE WEST CITY RIGHT-OF-WAY BETWEEN WEST CRAMER STREET AND WEST COMMODORE WAY, APPROXIMATELY 600 LF EAST IN WEST COMMODORE WAY RIGHT-OF-WAY SDOT UMP NUMBER: 352177352177

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G-1

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REFERENCING AND GENERAL NOTES

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VICINITY MAP, LOCATION MAP, DETAIL AND SECTION

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2

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AS NOTED

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CEB 04/30/2018

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FYI

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Bellevue, WA 98007Tel: (425) 519-8300

Suite 100

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SMH RIM=20.85' CAN'T OPEN

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SMH RIM=22.07' FLOOR=13.95'

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ASPH DWY

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CONN?

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FOUND PUNCH IN 1/2" BRASS PLUG IN 6" DOMED CONC MIC DN 0.5'

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FOUND PUNCH IN 1/2" BRASS PLUG IN 6" DOMED CONC MIC DN 0.3'

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FOUND PUNCH IN 1.5" BRASS DISC IN 4" SQ MIC DN 0.9'

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FOUND PUNCH IN 1/4" BRASS PIN IN 6" DOMED CONC MIC DN 1.5'

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CONC DWY

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CONC DWY

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6' WF

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FOUND PUNCH IN 1/4" BRASS PIN IN 6" CONC DOME MIC DN 0.8'

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CW

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DASHED YELLOW

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6"W

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8"SD

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SD

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SCALE IN FEET

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100

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C-0

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AND SURVEY CONTROL PLAN

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OVERALL SITE PLAN

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17

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1"=50'

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CEB 04/30/2018

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37295

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776-474

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W CRAMER ST

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W COMMODORE WAY

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40TH AVE W

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107

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108

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109

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246921.25

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247009.80

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248199.92

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248197.21

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247580.37

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247582.07

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247613.45

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247579.72

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247576.80

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247522.97

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Easting

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1252667.04

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1252120.51

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1252206.82

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1252328.60

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1252208.24

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1252132.32

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1252101.23

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1252287.66

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Description

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MIC 38562501

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MIC 38562502

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MIC 38562503

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MIC 38562504

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MIC 38562601

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MIC 38562602

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MAG 39563101

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MAG 38563401

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SPK 38563402

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SCRB 38563501

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Survey Control Point Table

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101

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102

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103

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104

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105

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246991.68

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247413.24

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247553.66

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1252110.28

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1252133.91

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1252141.95

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1252144.02

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1252215.09

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84.32

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69.04

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58.81

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51.81

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37.73

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MAG 38562805

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MAG 38562803

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TK FD 38562804

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MAG 38562802

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MAG 38562801

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44.22

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35.34

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31.41

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47.11

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82.28

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35.07

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49.74

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27.76

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21.02

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17.91

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8

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246950.78

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1252378.88

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MAG 38562604

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55.36

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15

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246915.44

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1252593.33

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MAG 38562603

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36.40

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39TH AVE W

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40TH AVE W

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C-6 FORCE MAIN PLAN & PROFILE - STA 50+20.5 TO STA 55+78.8 C-16 PAVING, CURB AND SIDEWALK RESTORATION PLAN 2

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C-1 PUMP STATION SITE DEMOLITION PLAN C-2 PUMP STATION SITE RESTORATION PLAN C-4 PUMP STATION METER AND BYPASS VAULT PLAN C-5 FORCE MAIN PLAN & PROFILE - STA 30+56.1 TO STA 32+55.45 C-15 PAVING, CURB AND SIDEWALK RESTORATION PLAN 1

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C-7 GRAVITY SEWER PLAN & PROFILE - STA 69+99.9 TO STA 74+72.0 C-8 TIE-IN TO KC FT. LAWTON TUNNEL ENLARGED PLAN AND SECTION C-17 PAVING, CURB AND SIDEWALK RESTORATION PLAN 3

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Bellevue, WA 98007Tel: (425) 519-8300

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CB RIM=45.15' (N)=41.95' TOP TRAP

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CB RIM=45.63' (NE)=42.33' TOP TRAP IE(SW)=44.08' 6"CONC

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WMH RIM=80.66' TOP OF PIPE=76.41' TOP OF NUT=78.24'

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INLET RIM=38.47' IE(S)=37.62' 6"PIPE

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INLET RIM=39.60' IE(E)=38.70' 6"PIPE

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CB RIM=38.90' IE(N)=36.30' 6"PIPE (E)=36.25' TOP TRAP IE(W)=36.35' 6"PIPE

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CB RIM=37.83' (SW)=35.53' TOP TRAP

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CB RIM=21.30' (E)=19.10' TOP TRAP

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CB RIM=34.58(PRIVATE) IE(E)=33.58' 6"CONC

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CB RIM=35.43' IE(N)=31.90' 8"CONC IE(S)=?' SIZE?(GIS)

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JDR 04/30/2018

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37295

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776-474

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LEGEND

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PRESERVE EXISTING NATURAL VEGETATION, E1.30 CATCH BASINS INSERTS INLET PROTECTION WORK AREA LIMITS

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NOTES: 1. CONTRACTOR SHALL PROVIDE SEPARATE CONSTRUCTION STORMWATER CONTRACTOR SHALL PROVIDE SEPARATE CONSTRUCTION STORMWATER MANAGEMENT PLAN FOR STAGING AREA(S). 2. SEE DWG EC-1 FOR NOTES AND ACCEPTABLE BMPS THAT MAY BE SEE DWG EC-1 FOR NOTES AND ACCEPTABLE BMPS THAT MAY BE EMPLOYED FOR CONSTRUCTION STORMWATER CONTROLS.

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PROTECT AND SUPPORT POWER POLE

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PROTECT GRAVITY SEWER

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PROTECT SEWER MANHOLE. REPLACE UPPER GRADE RINGS AND MANHOLE ACCESS COVER PER COS STD PLAN 230

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PROTECT GRAVITY SEWER

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PROTECT ROCKERY WALL

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LIMITS OF TEMPORARY CONSTRUCTION EASEMENT

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LIMITS OF TEMPORARY CONSTRUCTION EASEMENT

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MH010-159

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OVERHEAD CABLE (OHP) TO BE RELOCATED BY FRANCHISE UTILITY

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SEATTLE, WASHINGTON

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C-1

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SITE DEMOLITION PLAN

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PUMP STATION

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18

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1"=5'

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CEB 04/30/2018

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776-474

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W CRAMER ST

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GENERAL NOTES: : UNLESS OTHERWISE NOTED: 1. CLEAR AND GRUB SOFTSCAPE AREAS WITHIN THE RIGHT-OF-WAY UP TO BEHIND THE CLEAR AND GRUB SOFTSCAPE AREAS WITHIN THE RIGHT-OF-WAY UP TO BEHIND THE CURB LINE. 2. CONTRACTOR TO VERIFY WITH OWNER PRIOR TO DEMOLITION IF ANY EQUIPMENT OR CONTRACTOR TO VERIFY WITH OWNER PRIOR TO DEMOLITION IF ANY EQUIPMENT OR MATERIALS ARE TO BE SALVAGED. 3. CONTRACTOR SHALL CLEARLY MARK PROPERTY BOUNDARIES PRIOR TO ANY DEMOLITION CONTRACTOR SHALL CLEARLY MARK PROPERTY BOUNDARIES PRIOR TO ANY DEMOLITION ACTIVITIES. 4. REMOVAL OF PLANTINGS AND LANDSCAPING OUTSIDE OF THE RIGHT-OF-WAY REQUIRES REMOVAL OF PLANTINGS AND LANDSCAPING OUTSIDE OF THE RIGHT-OF-WAY REQUIRES PRIVATE RESIDENCE APPROVAL. 5. SPU TO PROCURE TEMPORARY EASEMENT AGREEMENT FOR CONSTRUCTION WORK OUTSIDE SPU TO PROCURE TEMPORARY EASEMENT AGREEMENT FOR CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY. 6. WORK NOT IN THE ROW TO BE COORDINATED BETWEEN SPU AND THE PROPERTY OWNER.WORK NOT IN THE ROW TO BE COORDINATED BETWEEN SPU AND THE PROPERTY OWNER.

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KEY NOTES: 1 REMOVE ABOVE-GRADE CSO LEVEL MONITORING CABINET AND CONCRETE EQUIPMENT PAD. REMOVE ABOVE-GRADE CSO LEVEL MONITORING CABINET AND CONCRETE EQUIPMENT PAD. CSO MONITORING SHALL REMAIN CONTINUOUS THROUGHOUT CONSTRUCTION. CONTRACTOR TO SCHEDULE CSO LEVEL MONITORING CABINET REMOVAL TO OCCUR AFTER THE NEW CSO LEVEL MONITORING IS INSTALLED AND FUNCTIONAL. COORDINATE WITH ADS TO REPLACE THEIR MONITORING EQUIPMENT WITH BATTERY POWERED MONITORING IN MH010-159 PRIOR TO THE REMOVAL OF THE EXISTING MONITORING CABINET. 2 REMOVE ALL PIPING, VALVES AND APPURTENANCES LOCATED WITHIN THE BYPASS REMOVE ALL PIPING, VALVES AND APPURTENANCES LOCATED WITHIN THE BYPASS CONNECTION VAULT. REMOVE VAULT LID, MANHOLE COVER AND RISERS AND STRUCTURE TO A MINIMUM OF 5-FT BELOW FINISHED GRADE. REMOVE 8-INCH DIAMETER YARD PIPING CONNECTING THE PUMP STATION DISCHARGE TO THE BYPASS CONNECTION VAULT. PERMANENTLY PLUG THE 8-INCH DIAMETER CAST IRON FORCE MAIN DOWNSTREAM OF THE BYPASS CONNECTION VAULT WITH A MINIMUM 12-INCH LONG PLUG OF 3,000 PSI CONCRETE. FILL VAULT WITH STRUCTURAL BACKFILL (TYPE 17 MINERAL AGGREGATE) AND REPAIR CURB, SIDEWALK, AND STREET SURFACING PER THE 2017 SDOT ROWORR REQUIREMENTS. CONTRACTOR SHALL USE THE EXISTING FORCE MAIN AND BYPASS CONNECTION VAULT THROUGHOUT CONSTRUCTION UNTIL THE NEW FORCE MAIN AND KING COUNTY INTERCEPTOR CONNECTION ARE INSTALLED AND IN OPERATION. CONTRACTOR TO SCHEDULE THE BYPASS CONNECTION VAULT DEMOLITION ACCORDINGLY. 3 REMOVE BACKFLOW PREVENTION DEVICE (BPD) AND ENCLOSURE. TEMPORARILY CAP THE REMOVE BACKFLOW PREVENTION DEVICE (BPD) AND ENCLOSURE. TEMPORARILY CAP THE 1-INCH DIAMETER WATER CONNECTION PIPE TO BE RECONNECTED TO NEW BPD DEVICE AND ENCLOSURE. 4 REMOVE FUEL STORAGE TANK, FUELING PIPING, GENERATOR CONCRETE EQUIPMENT PAD, REMOVE FUEL STORAGE TANK, FUELING PIPING, GENERATOR CONCRETE EQUIPMENT PAD, WOODEN FENCING AND WOODEN TRELLIS. EXISTING STANDBY GENERATOR TO BE USED DURING PUMP STATION SERVICE UPGRADE. CONTRACTOR TO SCHEDULE THE GENERATOR REMOVAL AND ASSOCIATED DEMOLITION ACCORDINGLY. CONTRACTOR TO REMOVE AND SALVAGE STANDBY GENERATOR. 5 REMOVE AND REPLACE CATCH BASIN. PROTECT STORM PIPING AND IF DAMAGED REPLACE REMOVE AND REPLACE CATCH BASIN. PROTECT STORM PIPING AND IF DAMAGED REPLACE IN-KIND. REPLACE 6" PS BETWEEN CATCH BASIN TO 5' FROM MH010-159 TO RE-ROUTE AROUND NEW DRY WELL EXHAUST VENT. 6 REMOVE SIDEWALK, CURB, GUTTER, FENCING, TREES AND SHRUBS. REMOVE SIDEWALK, CURB, GUTTER, FENCING, TREES AND SHRUBS. 7 REMOVE PLANTERS. SEE GENERAL NOTE NO. 4. REMOVE PLANTERS. SEE GENERAL NOTE NO. 4. 8 PRESERVE AND PROTECT PUMP STATION STRUCTURE, STAIRS, AND CHAIN-LINK FENCING. PRESERVE AND PROTECT PUMP STATION STRUCTURE, STAIRS, AND CHAIN-LINK FENCING. 9 PRESERVE AND PROTECT CSO CONTROL STRUCTURE. PRESERVE AND PROTECT CSO CONTROL STRUCTURE. 10 PRESERVE AND PROTECT SHORELINE RETAINING WALL. PRESERVE AND PROTECT SHORELINE RETAINING WALL. 11 REMOVE SHRUB OR TREE. SEE GENERAL NOTE NO. 4. REMOVE SHRUB OR TREE. SEE GENERAL NOTE NO. 4. 12 REMOVE AND RELOCATE SIGN TO LOCATION SHOWN ON C-2. REMOVE AND RELOCATE SIGN TO LOCATION SHOWN ON C-2. 13 REMOVE ROCKERY WALL WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR WILL NOTIFY REMOVE ROCKERY WALL WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR WILL NOTIFY PRIVATE RESIDENCE TWO WEEKS IN ADVANCE OF ROCK WALL REMOVAL. 14 REMOVE EXISTING GUARD RAIL. REMOVE EXISTING GUARD RAIL. 15 REMOVE WOODEN FENCE UP TO THE EDGE OF THE RIGHT-OF-WAY.REMOVE WOODEN FENCE UP TO THE EDGE OF THE RIGHT-OF-WAY.

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%%USITE DEMOLITION PLAN

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Bellevue, WA 98007Tel: (425) 519-8300

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CONNECT TO EXIST 1" W LINE

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ACCESS HATCH -SEE STRUCTURAL DWGS

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ELECTRICAL PANELS; REFER TO ELECTRICAL DWGS

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REPLACE MH GRADE RINGS AND COVER PER COS STD PLAN 230; COVER TO MATCH FINAL GRADE

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PLANT HINOKI CYPRESS TREE (CONIFEROUS TREE); 4-FT MIN HEIGHT IN ACCORDANCE W/ COS STD PLAN 100 (TYP OF 4)

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WET WELL EXHAUST FAN AND ENCLOSURE; REFER TO HVAC DWGS

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BYPASS VAULT SUMP 3" D(PVC)

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STEP DOWN

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HATCH DRAIN 3" D(PVC)

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HATCH DRAIN 3" D(PVC)

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STAIRWELL ACCESS HATCH; REFER TO STRU DWGS

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PROVIDE LEVEL WALKING PATH AT LEAST 4' WIDE

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GRAVEL FILLED SOAK AWAY FOR VAULT AND HATCH DRAINS (TYP)

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AIR EXHAUST AND INTAKE VAULT DRAIN TO GRAVEL SOAK AWAY (TYP)

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SLOPE BREAK LINE -PROVIDE LEVEL WALKING PATH AT LEAST 4' WIDE

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EDGE OF GRASS PAVER

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RUN DRAIN PIPE BELOW AIR EXHAUST VAULT

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FOR LIMITS OF TEMPORARY CONSTRUCTION LIMITS SEE DWG C-1

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GENERATOR

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FUEL STORAGE TANK

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C-2

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PUMP STATION

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CEB 04/30/2018

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W CRAMER ST

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C-14

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PH#5(GAS) GND ELEV=46.3' TOP PIPE=42.8' BTM PIPE=42.6'

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PH#4(FORCE MAIN) GND ELEV=45.5' TOP PIPE=38.2' BTM PIPE=37.5'

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PH#1(WATER) GND ELEV=39.6' TOP PIPE=36.4' BTM PIPE=35.7'

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PH#2(WATER) GND ELEV=37.6' TOP PIPE=36.0' BTM PIPE=35.9'

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PS 22

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12" PS FM(DIP)

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CONTRACTOR SHALL PROTECT EXISTING FITTING AND THRUST BLOCK DURING NEARBY EXCAVATION

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10" PS FM(DIP)

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CONTINUE COPPER PIPE OVER NEW FORCE MAIN WITH NO JOINT WITHIN 5' ON EITHER SIDE OF THE NEW FORCE MAIN

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EXIST 8" PS FM TO BE ABANDONED IN PLACE AFTER COMMISSIONING OF THE NEW 12" PS FM

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PROTECT EXIST 8" PS FM DURING TRENCHING AND INSTALLATION OF THE NEW 12" PS FM

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PS FM AIR/VAC VALVE MANHOLE -SEE DETAIL 1/C-13

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28'

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PROTECT EXIST 8" CI WATER MAIN

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8"W

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2"G

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SMH RIM=15.94' IE(NE)=7.94' IE(W)=8.39' 8"PIPE

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CB RIM=45.15' (N)=41.95' TOP TRAP

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SMH RIM=36.76' IE(N)=22.84' IE(E)=22.47' 8"PIPE IE(W)=23.11'

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SMH RIM=43.86' IE(E)=28.46' IE(W)=28.61'

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INLET RIM=38.47' IE(S)=37.62' 6"PIPE

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CB RIM=38.90' IE(N)=36.30' 6"PIPE (E)=36.25' TOP TRAP IE(W)=36.35' 6"PIPE

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CB RIM=37.83' (SW)=35.53' TOP TRAP

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CB RIM=21.30' (E)=19.10' TOP TRAP

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SMH RIM=16.32' TOP OF WEIR WALL(N)=13.53' IE(N)=5.16' 16"CIP IE(W)=7.0'(PER ADJ AS-BUILT 776-54-7) 20"CIP IE(S)=5.71' 8"CIP IE(SW)=5.61' IE(W)=13.54' 8"DIP IE(W)=4.98' 16"CIP

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2"G

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2"G

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6' WF

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BR

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8"PS FM

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CONN?

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8"PS

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16"PS

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FOUND PUNCH IN 1.5" BRASS DISC IN 4" SQ MIC DN 0.9'

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SS

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SS

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2"ECD

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SS

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RET WALL

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RET WALL

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CW

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LSCAPE

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30'

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ROW

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ROW

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RET WALL

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1" W(Cu)

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PS 22

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10" PS FM(DIP)

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CONTINUE COPPER PIPE OVER NEW FORCE MAIN WITH NO JOINT WITHIN 5' ON EITHER SIDE OF THE NEW FORCE MAIN

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EXIST 8" PS FM TO BE ABANDONED IN PLACE AFTER COMMISSIONING OF THE NEW 12" PS FM

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PROTECT EXIST 8" PS FM DURING TRENCHING AND INSTALLATION OF THE NEW 12" PS FM

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28'

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B-1

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RET WALL

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2

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C-10

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5

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C-10

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CONTRACTOR TO COORDINATE GAS MAIN RELOCATION AND SERVICE CONNECTIONS WITH PSE. CONTRACTOR TO PROVIDE TRENCH EXCAVATION, BACKFILLING, AND STREET REPAIR

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PRECAST CONCRETE FLOW METER AND BYPASS VAULT -SEE DWG C-4 FOR DETAIL

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EXIST/FINAL GRADE (APPROX)

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10" PS FM(DIP)

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PS 22

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12" PS FM(DIP)

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8" WATER APPROX DEPTH

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STA 32+55.45 CL EL 9.17

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10" FLEX COUPLING (SEE MECH DRAWINGS)

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8" CONC CSWR APPROX DEPTH

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RELOCATED 2" GAS APPROX DEPTH

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RELOCATED 1" W-Cu APPROX DEPTH

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DEFLECT PIPE 1.5° MAX

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FILL VERTICAL GAP W/POLYETHYLENE PLASTIC FOAM MATERIAL

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PROTECT EXIST WATER MAIN AND PROVIDE SUPPORT AS REQUIRED -SEE GENERAL NOTE 1

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PRECAST CONCRETE FLOW METER AND BYPASS VAULT -SEE DWG C-4 FOR DETAIL

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10" PS FM(DIP)

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PS 22

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12" PS FM(DIP)

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8" WATER APPROX DEPTH

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STA 32+55.45 CL EL 9.17

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10" FLEX COUPLING (SEE MECH DRAWINGS)

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8" CONC CSWR APPROX DEPTH

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RELOCATED 2" GAS APPROX DEPTH

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RELOCATED 1" W-Cu APPROX DEPTH

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FILL VERTICAL GAP W/POLYETHYLENE PLASTIC FOAM MATERIAL

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PROTECT EXIST WATER MAIN AND PROVIDE SUPPORT AS REQUIRED -SEE GENERAL NOTE 1

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CB RIM=45.15' (N)=41.95' TOP TRAP

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SMH RIM=43.86' IE(E)=28.46' IE(W)=28.61'

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2"G

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8"PS FM

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8"PS

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B-1

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SEATTLE, WASHINGTON

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SEATTLE, WASHINGTON

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C-5

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STA 30+56.1 TO STA 32+55.45

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FORCE MAIN PLAN & PROFILE

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22

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H. 1"=20', V. 1"=10'

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CEB 04/30/2018

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JDR 04/30/2018

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JNC 04/30/2018

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NEK 04/30/2018

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37295

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776-474

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W CRAMER ST

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40TH AVE W

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39TH AVE W

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31+00

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32+00

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33+00

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%%UPLAN

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%%UPROFILE

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SEE PUMP STATION SITE RESTORATION PLAN ON DWG C-2

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30+00

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SEE SHEET C-6 FOR PLAN AND PROFILE

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40TH AVE W

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KEY NOTES: 1. INSTALL THRUST BLOCK ON SEWER FORCE MAIN PER INSTALL THRUST BLOCK ON SEWER FORCE MAIN PER DETAILS 1, 2 & 3 ON DWG C-12. 2. INSTALL THRUST BLOCK ON WATER MAIN PER COS STD INSTALL THRUST BLOCK ON WATER MAIN PER COS STD PLAN 330 AND 331.

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GENERAL NOTES: : UNLESS OTHERWISE NOTED: 1. PROTECT ALL CROSSING UTILITIES AND PROVIDE PROTECT ALL CROSSING UTILITIES AND PROVIDE SHORING AND SUPPORT AS REQUIRED.

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Bellevue, WA 98007Tel: (425) 519-8300

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12" PS FM(DIP)

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12" PS FM(DIP)

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12" PS(DIP)

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4" DIA STATIC MH VENT W/GOOSENECK; SEE DETAIL 2/C-13. INSTALL W/12" (MIN) SEPARATION FROM GAS MAIN

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28'

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REMOVE EXISTING FRAME AND COVER ON 6" DROP CONNECTION AND PLUG THE PIPE AFTER COMMISSIONING OF THE NEW FORCE MAIN. SEE NOTES ON DWG C-7

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CONNECT 6" DIP TO REDIRECT EXIST LATERAL TO MH-14. INV EL OF 6" DIP AT MH-14 SHALL BE 72.91

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PH#8(GAS) GND ELEV=78.2' TOP PIPE=N/A (DUG 4' DID NOT FIND)

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PH#6(FORCE MAIN) GND ELEV=62.6' TOP PIPE=N/A (DUG 8' DID NOT FIND)

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PH#MD1A(SAN LAT) GND ELEV=82.4' TOP PIPE=73.72 BTM PIPE=73.22

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12"W(APS)

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144"PS(METRO)

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CW

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GRS

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8"W

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8"W

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8"W

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CB RIM=45.15' (N)=41.95' TOP TRAP

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SMH RIM=43.86' IE(E)=28.46' IE(W)=28.61'

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2-3"TCD

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ASPH DWY

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1 1/4"G

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5/8"G

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2"G

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2"G

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5/8"G

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?"G(LOC?)

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1 1/8"G

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1"G

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2"G

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2"G

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CW

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CW

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8"PS FM

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8"PS

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8"PS FM

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8"PS FM

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8"PS FM

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?"ECD

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?"ECD

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CONC DWY

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CONC DWY

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?"TCD

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?"TCD

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CW

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CW

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CW

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BR

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CONC DWY

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CONC DWY

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?"G

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2"G

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B-1

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B-2

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B-3

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RELOCATED 2" GAS MAIN

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EXISTING GAS MAIN TO BE REMOVED FROM APPROX STA 50+55 TO STA 53+40 AFTER PSE COMPLETES GAS MAIN INSTALLATION AND SERVICE SWITCHOVER

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12" PS FM(DIP)

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144" PS (METRO)

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8" SD APPROX DEPTH

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RELOCATED GAS APPROX DEPTH

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RELOCATED GAS APPROX DEPTH

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STA 51+13

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STA 52+13

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STA 55+02

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STA 55+79

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12"x4"x12" TEE (VERT) AIR/VAC VALVE CONNECTION

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PS FM AIR/VAC VALVE MH (OUT OF SECTION)

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12" PS FM(DIP)

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28'

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8"W

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CB RIM=45.15' (N)=41.95' TOP TRAP

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SMH RIM=43.86' IE(E)=28.46' IE(W)=28.61'

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2"G

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2"G

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CW

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8"PS FM

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8"PS

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8"PS FM

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CONC DWY

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CW

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?"G

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2"G

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C-6

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FORCE MAIN PLAN & PROFILE

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23

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H. 1"=20', V. 1"=10'

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40TH AVE W

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W CRAMER ST

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Bellevue, WA 98007Tel: (425) 519-8300

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12" PS(DIP)

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IE 74.00'

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IE 41.00'

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IE 23.45'

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6" STORM APPROX DEPTH

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6" PS FM DISCHARGE APPROX DEPTH

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INSIDE DROP PER STANDARD PLAN 233

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SEE NOTE 3

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2" SAN FM APPROX DEPTH

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12" PS(DIP)

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MH-14 VENT PIPE (OUT OF SECTION)

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APPROXIMATE LOCATIONS OF 12" 45° BENDS-ACTUAL LOCATIONS TO BE DETERMINED BASED ON FIELD CONDITIONS

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PH#8(GAS) GND ELEV=78.2' TOP PIPE=N/A (DUG 4' DID NOT FIND)

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8"W

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8"W

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2-3"TCD

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1 1/4"G

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2"G

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8"PS FM

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40

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6' WF

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144"PS(METRO)

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SMH RIM=63.58' IE(W-E) 144"RCP TOO DEEP TO MEASURE IE(SE)=57.15' 6"PVC IE(S)=57.47' 8"PVC

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SS

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DASHED YELLOW

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CONC DWY

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CONC DWY

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CONC DWY

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CONC DWY

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CONC DWY

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CONC DWY

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SMH RIM=56.20'(PRIVATE) IE(E)=51.90' 6"CONC IE(SW)=52.18' 6"CONC IE(W)=52.08' 6"CONC

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CB RIM=34.58(PRIVATE) IE(E)=33.58' 6"CONC

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CB RIM=35.43' IE(N)=31.90' 8"CONC IE(S)=?' SIZE?(GIS)

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CB RIM=35.50' IE(S)=29.13' 8"CONC

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5/8"G

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HEDGE

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HEDGE

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HEDGE

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CONC DWY

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1"W

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12"W

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8"SSS

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SSS

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SSS

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6"SSS

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6"SSS

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4"SSS

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6"SSS

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SSS

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8"PSD

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8"PSD

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1"W

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EHH

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SD

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HEDGE

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HEDGE

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BOARD FENCE

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CW

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BOARD FENCE

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ROCKERY

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ROCKERY

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CW

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GRS

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GRS

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GVL

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BOARD FENCE

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BOARD FENCE

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8"SD

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6"SD

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SD

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GVL DWY

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45° FITTING TOINSERTA-TEE STA 74+70.0

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PROTECT TREE PER COS STANDARD PLAN 132B

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12" PS(DIP)

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12" PS(DIP)

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REMOVE EXISTING FRAME AND COVER ON 6" DROP CONNECTION AND PLUG THE PIPE AFTER COMMISSIONING OF THE NEW FORCE MAIN. SEE NOTES ON DWG C-7

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12" PS(DIP)

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MH-16 TYPE 208A (24" CONE) STA 74+53.8, 4.8' RT

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CONNECT 6" DIP TO REDIRECT EXIST LATERAL TO MH-14. INV EL OF 6" DIP AT MH-14 SHALL BE 72.91

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B-3

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2"G

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SEATTLE, WASHINGTON

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LIZ ALZEER

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79

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SEATTLE, WASHINGTON

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BY:

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LIZ ALZEER

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C-7

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STA 69+99.9 TO STA 74+70.0

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GRAVITY SEWER PLAN & PROFILE

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24

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H. 1"=20', V. 1"=10'

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CEB 04/30/2018

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JDR 04/30/2018

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JNC 04/30/2018

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NEK 04/30/2018

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37295

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776-474

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70+00

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71+00

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72+00

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73+00

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74+00

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W COMMODORE WAY

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%%UPLAN

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%%UPROFILE

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40TH AVE W

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NOTES: 1. THE EXISTING 144-INCH DIAMETER KING COUNTY FORT LAWTON TUNNEL ELEVATION IS THE EXISTING 144-INCH DIAMETER KING COUNTY FORT LAWTON TUNNEL ELEVATION IS APPROXIMATE BASED ON INFORMATION OBTAINED FROM THE BRICK SEWER REHABILITATION PROJECT FORT LAWTON TUNNEL EMERGENCY REPAIR DRAWINGS DATED 12/17/1991 PRODUCED BY BROWN AND CALDWELL CONSULTANTS. 2. ELEVATIONS FOR ALL SSS, GAS, WATER AND SD PIPING SHOWN IN THE W COMMODORE ELEVATIONS FOR ALL SSS, GAS, WATER AND SD PIPING SHOWN IN THE W COMMODORE WAY PROFILE HAVE NOT BEEN CONFIRMED. CONTRACTOR SHALL POTHOLE ALL CROSSINGS PRIOR TO EXCAVATION TO VERIFY DESIGN PROVIDES ADEQUATE SEPARATION. 3. INSTALL A PLUG AT EXISTING FM CONNECTION TO DROP PIPE. SUBMIT PLUGGING INSTALL A PLUG AT EXISTING FM CONNECTION TO DROP PIPE. SUBMIT PLUGGING METHOD AND PROCEDURE FOR ENGINEER REVIEW. NO DEBRIS SHALL ENTER THE KING COUNTY TUNNEL DURING CONSTRUCTION.

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SEE ENLARGED PLAN, SECTION AND DETAILS ON DWG C-8

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41561

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N

waldroj

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waldroj

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FYI


Bellevue, WA 98007Tel: (425) 519-8300

Suite 100000-

000-

0

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24" LOCKING MHCOVER PER COS STD PLAN 230 (SHOWN OUT OF SECTION)

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TEMPORARY SHORING (TYP) (NOT TO BE LEFT IN PLACE UNLESS APPROVED OTHERWISE BY THE ENGINEER)

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FINAL ROAD GRADE

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UNDISTURBED SOIL (TYP)

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DIP MJ CROSS; SS FULL FLANGE AND BOLTS

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12" SCH 80 PVCINSIDE DROP PER STD PLAN 233B

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SS PIPE HANGER (TYP)

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TO SURFACE CLEANOUT PER COS STD PLAN 280

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NOTE: 1. CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING AND BACKFILLING TUNNEL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE KC TUNNEL AT NO ADDITIONAL EXPENSE TO SPU. 3. DIP TO BE EMBEDDED WITHIN CDF SHALL BE ENCASED WITHIN DIP TO BE EMBEDDED WITHIN CDF SHALL BE ENCASED WITHIN 8-MIL THICKNESS POLYETHYLENE ENCASEMENT TO MEET OR EXCEED THE MINIMUM STANDARDS ESTABLISHED BY AWWA C105. POLYETHYLENE ENCASEMENT SHALL MEET MINIMUM SIZE REQUIREMENTS AND BE INSTALLED USING METHOD A OF DIPRA'S INSTALLATION GUIDE FOR DUCTILE IRON PIPE. A 2-INCH WIDE PLASTIC ADHESIVE TAPE SHALL BE USED FOR SEALING ALL SEAMS, CUTS, OR TEARS IN POLYETHYLENE ENCASEMENT. THE USE OF DUCT TAPE IS NOT PERMITTED. 4. SEE DETAILS ON DRAWING C-12 FOR STORM DRAIN (SAME AS SEE DETAILS ON DRAWING C-12 FOR STORM DRAIN (SAME AS SEWER) AND GAS MAIN BACKFILL REQUIREMENTS. 5. INSTALLATION OF THE TUNNEL TIE-IN IS ANTICIPATED TO TAKE INSTALLATION OF THE TUNNEL TIE-IN IS ANTICIPATED TO TAKE TWO PHASES AS DESCRIBED BELOW. THE CONTRACTOR TO PROVIDE A DETAILED PLAN FOR THIS WORK AND MAY PROPOSE AN ALTERNATIVE INSTALLATION SEQUENCE AND/OR AUGMENT BETWEEN MH AND TIE-IN. PLAN AND WORK SEQUENCE TO BE APPROVED BY THE ENGINEER PRIOR TO THE START OF WORK. PHASE 1 - A DEEP EXCAVATION FOR INSTALLING THE PIPE TAP - A DEEP EXCAVATION FOR INSTALLING THE PIPE TAP IN THE TUNNEL AND PART OF THE 12" PS(DIP) BETWEEN THE KC TUNNEL AND MH-16, AND THEN BACKFILL. PHASE 2 - COMPLETION OF THE 12" PS(DIP) BETWEEN THE KC - COMPLETION OF THE 12" PS(DIP) BETWEEN THE KC TUNNEL AND MH-16, AND INSTALLATION OF MH-16 TO MATCH THE MH OUTLET WITH THE PIPE CONNECTION TO THE TUNNEL. FIELD ADJUSTMENT MAY BE NECESSARY AS APPROVED BY THE ENGINEER.

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TYPE 9 MINERAL AGGREGATE W/PORTLAND CEMENT FOR PRECAST BASE

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IE 26.75

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APPROX EL 14.22

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3

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C-13

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PIPE TAP FOR CONCRETE PIPE

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4

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C-13

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144" ID KING COUNTY TUNNEL

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COMPACTED SUITABLE NATIVE MATERIAL OR TYPE 2 MINERAL AGGREGATE, OR CDF

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CDF (TYP); STRENGTH SHALL NOT EXCEED 120 PSI SO AS TO ENSURE IT IS HAND EXCAVATABLE; REFER TO COS STANDARD SPECIFICATIONS, SECTION 2-10.2(3)A1 FOR CDF REQUIREMENTS WHEN USED FOR PIPE BEDDING

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12" PS(DIP)CONTINUES IN PRIOR SECTION BREAK

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ROAD BASE AND PAVEMENT RESTORATION PER DWG C-11 AND COS STD PLAN 404

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PHASE 1 INSTALL CONNECTION TO KC TUNNEL (SEE NOTE 5)

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PHASE 2 EXTEND CONNECTION TO SPU MH STRUCTURE (SEE NOTE 5)

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12" PS(DIP) W/45° BEND(SHOWN OUT OF SECTION) CONTINUES IN NEXT SECTION BREAK

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IE 26.75

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12" MJ 45° BEND(APPROX LOCATION

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LOCATION OF BENDS AND PIPE LENGTHS MAY VARY BASED ON FIELD CONDITIONS

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MANHOLE CHANNEL

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MH-16

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12" PS(DIP)

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2"G

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144" ID KC TUNNEL

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12"W

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LANE LINE MARKINGS

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FACE OF CURB

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EDGE OF DRIVEWAY

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EDGE OF SIDEWALK

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FACE OF CURB

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MH ACCESS FRAME AND COVER

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CLEANOUT PER COS STD PLAN 280

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TUNNEL TIE-IN LOCATION IS APPROXIMATE AND SUBJECT TO ADJUSTMENT BASED ON FIELD CONDITIONS. FINAL LOCATION TO BE APPROVED BY THE ENGINEER

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12" PS(DIP)

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C-8

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ENLARGED PLAN AND SECTION

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TIE-IN TO KC FT. LAWTON TUNNEL

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25

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AS NOTED

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CEB 04/30/2018

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JDR 04/30/2018

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37295

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776-474

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%%UENLARGED PLAN

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C-8

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%%USECTION A-A

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C-8

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W COMMODORE WAY

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KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES UNLESS OTHERWISE NOTED: 1. NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, [email protected]) A MINIMUM OF FIVE (5) NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, [email protected]) A MINIMUM OF FIVE (5) [email protected]) A MINIMUM OF FIVE (5) ) A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE-CONSTRUCTION CONFERENCE. 2. CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, [email protected]) A CONTRACTOR SHALL NOTIFY MARK LAMPARD AT KING COUNTY (206-477-5414, [email protected]) A [email protected]) A ) A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN 50-FEET OF THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR). 3. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE FORT LAWTON TUNNEL (NORTH INTERCEPTOR) DURING THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE FORT LAWTON TUNNEL (NORTH INTERCEPTOR) DURING SHORING ACTIVITY. 4. KING COUNTY SHALL REVIEW THE SHORING PLANS. KING COUNTY SHALL REVIEW THE SHORING PLANS. 5. KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) CONNECTION SHALL BE MADE BY CORE DRILLING USING AN KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) CONNECTION SHALL BE MADE BY CORE DRILLING USING AN INSERTA-TEE CONNECTION INSTALLED PER MANUFACTURES INSTRUCTIONS. WORK BY THE CONTRACTOR. 6. RECORD DRAWINGS INDICATE THAT THE CONNECTION WILL BE MADE TO A BRICK ARCH SECTION OF THE 144" DIAMETER RECORD DRAWINGS INDICATE THAT THE CONNECTION WILL BE MADE TO A BRICK ARCH SECTION OF THE 144" DIAMETER NORTH INTERCEPTOR. THE CORE DRILLED CONNECTION THROUGH THE BRICK MAY NEED TO BE MORTARED SMOOTH WITH NON-SHRINK GROUT PRIOR TO INSTALLING THE INSERTA-TEE. 7. A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE DURING EXCAVATION, CORING, AND A KING COUNTY REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES ON-SITE DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR). 8. NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR NO DEBRIS SHALL BE PERMITTED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF/OR CONNECTION TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR). 9. NO WORK ON OR CONNECTING TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) SHALL NOT BE NO WORK ON OR CONNECTING TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) SHALL NOT BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 10. THE CONNECTION TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) SHALL NOT BE PUT INTO SERVICE THE CONNECTION TO THE KING COUNTY FORT LAWTON TUNNEL (NORTH INTERCEPTOR) SHALL NOT BE PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF SEATTLE.

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Bellevue, WA 98007Tel: (425) 519-8300

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2"ECD

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SEATTLE, WASHINGTON

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PAVING, CURB AND SIDEWALK RESTORATION PLAN 1

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MATCH LINE STA 51+54.4 - SEE SHEET C-16

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RESTORATION LEGEND:

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ROADWAY, CEMENT CONC, HES (24HR), PER COS STD PLAN 402A

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SIDEWALK, CEMENT CONC PER COS STD PLAN 420

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CURB, CEMENT CONCRETE TYPE 410C

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CURB, CEMENT CONCRETE TYPE 410B

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CONSTRUCTION NOTES:

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INSTALL TYPE 240C INLET WITH HOOD, PER STD PLAN 260C. [TO BE VERIFIED]

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TANGENT TO CURVE

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AMENDED SOIL AND RESTORED LANDSCAPED BUFFER WITH SEEDING

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DRIVEWAY, CEMENT CONC, 8IN, PER COS STD PLAN 430

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REPLACE GRATE WITH TYPE 265 VANED GRATE. EXISTING STRUCTURE TO REMAIN.

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SAW CUT AT PANEL JOINT

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TEMPORARY CONSTRUCTION EASEMENT

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1. FOR CONCRETE PANEL JOINTING, FOLLOW COS FOR CONCRETE PANEL JOINTING, FOLLOW COS STD PLAN 405a 2. AMEND SOILS IN LANDSCAPE RESTORATION AMEND SOILS IN LANDSCAPE RESTORATION AREAS FOR GRASS SEEDING PER COS STD PLAN 142 UNLESS OTHERWISE NOTED 3. REMOVE, PROTECT, AND REINSTALL EXISTING REMOVE, PROTECT, AND REINSTALL EXISTING SIGNAGE AS DIRECTED BY FIELD ENGINEER. AND/OR SDOT. FINAL SIGN LOCATIONS TO BE AS DIRECTED BY THE SDOT STREET USE INSPECTOR. 4. AIR-SPADING IS REQUIRED ADJACENT TO ALL AIR-SPADING IS REQUIRED ADJACENT TO ALL TREE EXCAVATIONS. REPLACEMENT CURB/SIDEWALK MAY NEED TO BE MODIFIED TO ACCOMMODATE EXISTING TREE ROOTS. 5. PRIVATE PROPERTY ENCROACHMENTS TO BE PRIVATE PROPERTY ENCROACHMENTS TO BE DONE BY SDOT.

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SEE SDOT-APPROVED RAMP MEF IN SPECIFICATIONS

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PORTIONS OF LANDSCAPING WHICH ENCROACHES INTO ROW MAY NOT BE RESTORED TO EXISTING CONDITION

waldroj

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FYI

City of Seattle


Bellevue, WA 98007Tel: (425) 519-8300

Suite 100000-

000-

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PLANT 6'-8' TALL WHITE DOGWOOD TREE PER COS STD PLAN 100a. MAINTAIN 5' MIN DIST FROM UTILITIES AND 2.5' DIST FROM SIDEWALK

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MATCH LINE STA 54+33.1 - SEE BELOW

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MATCH LINE STA 54+33.1 - SEE ABOVE

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RESTORATION LEGEND:

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CONSTRUCTION NOTES:

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REPLACE TOP COVER WITH TYPE 240C INLET WITH HOOD, PER STD PLAN 260C. EXISTING STRUCTURE TO REMAIN.

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1. FOR CONCRETE PANEL JOINTING, FOLLOW STD FOR CONCRETE PANEL JOINTING, FOLLOW STD PLAN 405a 2. AMEND SOILS IN LANDSCAPE RESTORATION AMEND SOILS IN LANDSCAPE RESTORATION AREAS FOR GRASS SEEDING PER STD PLAN 142 UNLESS OTHERWISE NOTED 3. REMOVE, PROTECT, AND REINSTALL EXISTING REMOVE, PROTECT, AND REINSTALL EXISTING SIGNAGE AS DIRECTED BY FIELD ENGINEER. AND/OR SDOT. FINAL SIGN LOCATIONS TO BE AS DIRECTED BY THE SDOT STREET USE INSPECTOR. 4. AIR-SPADING IS REQUIRED ADJACENT TO ALL AIR-SPADING IS REQUIRED ADJACENT TO ALL TREE EXCAVATIONS. REPLACEMENT CURB/SIDEWALK MAY REQUIRE MODIFICATION TO ACCOMMODATE EXISTING TREE ROOTS.

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REPLACE GRATE WITH TYPE 265 VANED GRATE. EXISTING STRUCTURE TO REMAIN.

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TANGENT TO CURVE

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TC

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STRIPING NOTES:

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24-INCH WHITE STRIPE, STOPBAR, THERMOPLASTIC

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L-8BT

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SOLID 4-INCH YELLOW STRIPE, MMA

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L-2T

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6-INCH RED CURB STRIPE

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L-11

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EX FENCE

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FYI

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Bellevue, WA 98007Tel: (425) 519-8300

Suite 100000-

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MATCH LINE STA 73+20.0 - SEE ABOVE

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MATCH LINE STA 73+20.0 - SEE BELOW

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RESTORATION LEGEND:

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DRIVEWAY, CEMENT CONC, 8IN, PER COS STD PLAN 430

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1. FOR CONCRETE PANEL JOINTING, FOLLOW COS FOR CONCRETE PANEL JOINTING, FOLLOW COS STD PLAN 405a 2. AMEND SOILS IN LANDSCAPE RESTORATION AMEND SOILS IN LANDSCAPE RESTORATION AREAS FOR GRASS SEEDING PER STD PLAN 142 UNLESS OTHERWISE NOTED. 3. REMOVE, PROTECT, AND REINSTALL EXISTING REMOVE, PROTECT, AND REINSTALL EXISTING SIGNAGE AS DIRECTED BY FIELD ENGINEER. AND/OR SDOT. FINAL SIGN LOCATIONS TO BE AS DIRECTED BY THE SDOT STREET USE INSPECTOR. 4. AIR-SPADING IS REQUIRED ADJACENT TO ALL AIR-SPADING IS REQUIRED ADJACENT TO ALL TREE EXCAVATIONS. REPLACEMENT CURB/SIDEWALK MAY NEED TO BE MODIFIED TO ACCOMMODATE EXISTING TREE ROOTS.

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TANGENT TO CURVE

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STRIPING NOTES:

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DASHED 4-INCH YELLOW STRIPE (10 FEET PAINT WITH 20 FEET SKIP, MMA

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L-3M

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SOLID 4-INCH YELLOW STRIPE, MMA

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6-INCH RED CURB STRIPE

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L-11

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City of Seattle


Bellevue, WA 98007Tel: (425) 519-8300

Suite 100000-

000-

0

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PW NO.

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INITIALS AND DATE

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INITIALS AND DATE

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SEATTLE, WASHINGTON

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BY:

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C-18

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PAVING DETAILS

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35

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1"=10'

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1. ALL WORK TO MEET COS STANDARD PLANS ALL WORK TO MEET COS STANDARD PLANS 2. FOR CONCRETE PANEL JOINTING, FOLLOW COS FOR CONCRETE PANEL JOINTING, FOLLOW COS STD PLAN 405a 3. AMEND SOILS IN LANDSCAPE RESTORATION AMEND SOILS IN LANDSCAPE RESTORATION AREAS FOR GRASS SEEDING PER STD PLAN 142 UNLESS OTHERWISE NOTED

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EXISTING PAVEMENT TO REMAIN

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SAWCUT

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TYPE 410C CURB

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CONCRETE SIDEWALK

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EX GROUND

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LONGITUDINAL JOINT

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EX GROUND

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TYPE 410C CURB

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SAWCUT

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EX GROUND

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DOWEL BAR

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TRAFFIC CONTROL STRATEGYTC-1

BSFKGCBSFKGC

1" = 60'

NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SCHEDULING, INCLUDING ALL TRAFFIC CONTROL DURING CONSTRUCTION, AS IDENTIFIED IN THE CITY OF SEATTLE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AS AMENDED IN THIS CONTRACT. TRAFFIC CONTROL PLANS PROVIDED IN THIS CONTRACT ARE FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO PREPARE AND SUBMIT DETAILED AND PROJECT-SPECIFIC TRAFFIC CONTROL PLANS FOR APPROVAL.

2. HOURS OF CONSTRUCTION SHALL BE LIMITED TO 8AM TO 4PM WEEKDAYS.

3. NO TWO ADJACENT CONSTRUCTION WORK ZONES INVOLVING LANE CLOSURES SHALL BE ACTIVE AT A TIME.

4. CONTRACTOR SHALL RESTORE TRAFFIC LANES FOR NIGHT-TIME USE EXCEPT AS NECESSARY FOR SPECIFIC INSTALLATIONS OR CONNECTIONS AS APPROVED BY THE RESIDENT ENGINEER.

5. CONTRACTOR SHALL POST MOTORCYCLE SUPPLEMENTAL WARNING SIGNS FOR WORK ZONES WITH STEEL PLATES OR UNEVEN ROADWAY SURFACES.

6. WHERE WALKWAYS ARE CLOSED BY CONSTRUCTION A WHEELCHAIR ACCESSIBLE ALTERNATIVE WALKWAY SHALL BE PROVIDED AS DEFINED IN THE CITY OF SEATTLE TRAFFIC CONTROL MANUAL FOR IN-STREET WORK.

7. CONTRACTOR SHALL MAINTAIN LOCAL ACCESS TO ALL PROPERTIES WITHIN THE RESTRICTED WORK ZONE. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS AROUND THE CONSTRUCTION ZONE AT ALL TIMES.

8. DURING CONSTRUCTION ALONG W. CRAMER STREET RESTRICT PARKING ON BOTH SIDES OF THE STREET.

9. DURING CONSTRUCTION ALONG W. CRAMER STREET, WHEN ACCESS TO 39TH AVE W IS BLOCKED, RE-ROUTE TRAFFIC VIA 40TH AVE W. PROVIDE FLAGGER CONTROL WHEN NEEDED FOR SAFE TRAVEL AROUND WORK ZONE.

10. DURING CONSTRUCTION IN THE INTERSECTION OF W CRAMER ST AND 40TH AVE W ACCESS TO 40TH AVE W NORTH OF THE INTERSECTION WILL BE BLOCKED. RE-ROUTE TRAFFIC VIA W CRAMER ST AND 39TH AVE W.

11. DURING CONSTRUCTION ALONG 40TH AVE W RESTRICT PARKING ON THE EAST SIDE OF THE STREET.

12. DURING CONSTRUCTION ALONG 40TH AVE W PROVIDE FLAGGER CONTROL AROUND ACTIVE WORK AREA.

13. DURING CONSTRUCTION IN THE INTERSECTION OF 40TH AVE W AND W COMMODORE WAY PROVIDE FLAGGER CONTROL TO MAINTAIN OPERATION OF THE INTERSECTION.

14. DURING CONSTRUCTION ALONG W COMMODORE WAY RESTRICT PARKING ON THE NORTH SIDE OF THE STREET.

15. DURING CONSTRUCTION ALONG W COMMODORE WAY PROVIDE FLAGGER CONTROL AROUND THE ACTIVE WORK AREA.

16. CONTRACTOR SHALL CONFIRM VERTICAL AND HORIZONTAL CONSTRAINTS OF SITE WITH RESPECT TO TRUCK AND VEHICLE MOVEMENTS.

10. DURING CONSTRUCTION IN THE INTERSECTION OF W CRAMER ST AND 40TH AVE W, ACCESS TO 40TH AVE W NORTH OF THE INTERSECTION WILL BE BLOCKED. RE-ROUTE TRAFFIC VIA W CRAMER ST AND 39TH AVE W.

11. DURING CONSTRUCTION ALONG 40TH AVE W RESTRICT PARKING ON THE EAST SIDE OF THE STREET.


13. DURING CONSTRUCTION IN THE INTERSECTION OF 40TH AVE W AND W COMMODORE WAY PROVIDE FLAGGER CONTROL TO MAINTAIN OPERATION OF THE INTERSECTION.

14. DURING CONSTRUCTION ALONG W COMMODORE WAY RESTRICT PARKING ON THE NORTH SIDE OF THE STREET.


16. DURING CONSTRUCTION AT THE TIE-IN TO FT. LAWTON TUNNEL, MAINTAIN ONE LANE ACCESS.

MAP DATA: GOOGLE IMAGERY ©2018

39TH AVE W

40TH AVE W

W C

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W C

OM

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PUMP STATION 22

W CRAMER ST WORK ZONETC-3

W CRAMER ST AT 40TH AVE WINTERSECTION WORK ZONETC-4

40TH AVE WWORK ZONETC-5

40TH AVE W AT W COMMODORE WAYINTERSECTION WORK ZONETC-6

W COMMODORE WAYWORK ZONETC-7

RE-ROUTE VEHICLESAS REQUIRED

FT. LAWTON TUNNELWORK ZONETC-8 0 120603060

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TRUCK HAUL ROUTETC-2

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LEGENDTRUCK HAUL ROUTE

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TC-3

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6. WHERE WALKWAYS ARE CLOSED BY CONSTRUCTION, A WHEELCHAIR ACCESSIBLE ALTERNATIVE WALKWAY SHALL BE PROVIDED AS DEFINED IN THE CITY OF SEATTLE TRAFFIC CONTROL MANUAL FOR IN-STREET WORK.


8. DURING CONSTRUCTION ALONG W. CRAMER STREET, RESTRICT PARKING ON BOTH SIDES OF THE STREET. PLACE “NO PARKING” (T-39) EASEL SIGNS 48 HOURS IN ADVANCE.

9. DURING CONSTRUCTION ALONG W. CRAMER STREET, WHEN ACCESS TO 39TH AVE W IS BLOCKED, RE-ROUTE TRAFFIC VIA 40TH AVE W. PROVIDE FLAGGER CONTROL WHEN NEEDED FOR SAFE TRAVEL AROUND WORK ZONE.



39TH

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40TH

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R7-T39

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TRAFFIC CONTROL W CRAMER ST AT 40TH AVE W WORK ZONE

TC-4

BSFKGCBSFKGC

1" = 25'

NOTES:








8. DURING CONSTRUCTION IN THE INTERSECTION OF W CRAMER ST AND 40TH AVE W, RESTRICT PARKING ON BOTH SIDES OF W CRAMER STREET.

9. DURING CONSTRUCTION IN THE INTERSECTION OF W CRAMER ST AND 40TH AVE W, ACCESS TO 40TH AVE W NORTH OF THE INTERSECTION WILL BE BLOCKED. RE-ROUTE TRAFFIC VIA W CRAMER ST AND 39TH AVE W.



39TH

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TRAFFIC CONTROL 40TH AVE W WORK ZONE

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NOTES:








8. DURING CONSTRUCTION ALONG 40TH AVE W RESTRICT PARKING ON THE EAST SIDE OF THE STREET. PLACE “NO PARKING” (T-39) EASEL SIGNS 48 HOURS IN ADVANCE.




W C

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OM

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TRAFFIC CONTROL 40TH AVE W AT W COMMODORE WAY WORK ZONE

TC-6

BSFKGCBSFKGC

1" = 25'

NOTES:








8. DURING CONSTRUCTION IN THE INTERSECTION OF 40TH AVE W AND W COMMODORE WAY, PROVIDE FLAGGER CONTROL TO MAINTAIN OPERATION OF THE INTERSECTION.



40TH AVE W

W C

OM

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TRAFFIC CONTROLW COMMODORE WAY WORK ZONE

TC-7

BSFKGCBSFKGC

1" = 25'

NOTES:








8. DURING CONSTRUCTION ALONG W COMMODORE WAY, RESTRICT PARKING ON THE NORTH SIDE OF THE STREET. PLACE “NO PARKING” (T-39) EASEL SIGNS 48 HOURS IN ADVANCE.

9. DURING CONSTRUCTION ALONG W COMMODORE WAY, PROVIDE FLAGGER CONTROL AROUND THE ACTIVE WORK AREA.



W COMMODORE WAY

40TH

AVE

W

W4-119

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TRAFFIC CONTROLFT. LAWTON TUNNEL CONNECTION WORK ZONE

TC-8

BSFKGCBSFKGC

1" = 25'

NOTES:




4. FOR AFTER HOURS TRAFFIC CONTROL SEE SHEET TC-9.




8. DURING CONSTRUCTION ALONG W COMMODORE WAY RESTRICT PARKING ON THE NORTH SIDE OF THE STREET. PLACE “NO PARKING” (T-39) EASEL SIGNS 48 HOURS IN ADVANCE.

9. DURING CONSTRUCTION ALONG W COMMODORE WAY, PROVIDE FLAGGER CONTROL AROUND THE ACTIVE WORK AREA.



W COMMODORE WAY

W4-119W20-1

W20-1W20-4

W20-4

W20-7

W20-7


R7-T39

W4-119

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TRAFFIC CONTROLFT. LAWTON TUNNEL CONNECTION AFTER HOURS

TC-9

BSFKGCBSFKGC

1" = 25'

NOTES:



3. THE TRAFFIC CONTROL PLAN ON THIS SHEET IS INTENDED TO BE USED OUTSIDE OF ACTIVE CONSTRUCTION HOURS WHEN IT IS NOT PRACTICAL TO PLATE THE WORK ZONE AND RESTORE 2 LANES OF TRAFFIC.




7. DURING CONSTRUCTION ALONG W COMMODORE WAY RESTRICT PARKING ON THE NORTH SIDE OF THE STREET. PLACE “NO PARKING” (T-39) EASEL SIGNS 48 HOURS IN ADVANCE.




W COMMODORE WAY

W20-1

W20-4

W20-4

R7-T39 ~75' ~75'

~75' ~75' ~75'

SIGN INTERVAL ~50'

W20-1

R1-2

15'

W3-2

W1-4R

50'

WATER FILLED OR CONCRETE BARRIERS



0 502512.525

SCALE IN FEET

N

LEGEND



WORK AREA

waldroj

Typewritten Text

FYI

000-000-0 · 14432 SE Eastgate Way Bellevue, WA 98007 Tel: (425) 519-8300 000-000-0 Suite 100. 5....

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