e. spring street e. union street
TRANSCRIPT
E. U
NIO
N S
TR
EE
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N00° 00' 00.45"E 493.35'
TAX PARCEL #7228500162
TAX PARCEL
#7217400750
TAX PARCEL
#7217400760
TAX PARCEL #7228500175
TAX PARCEL
#7228500182
TAX PARCEL
#7228500170
E. S
PR
IN
G S
TR
EE
T
TAX PARCEL
#7217400772
TAX PARCEL
#7217400809
TAX PARCEL
#7217400805
24TH AVENUE
S00° 33' 24.06"E 483.05'
S8
9° 5
6' 0
0.4
5"W
1
56
.3
2'
23RD AVENUE
N8
9° 3
0' 5
0.9
4"E
1
64
.0
0'
N87° 53' 56.81"E
154.66'
S89° 14' 30.72"W
167.09'
60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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23RD AV
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24TH AV
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E UNION ST
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E PINE ST
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26TH AV
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E PIKE ST
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25TH AV
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22ND AV
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E PINE ST
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PROJECT LOCATION
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SHT. 5
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SHT. 6
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SHT. 3
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SHT. 4
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SHT. 8
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SHT. 7
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E SPRING ST
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23RD AV
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24TH AV
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E UNION ST
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E PINE ST
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26TH AV
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E PIKE ST
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25TH AV
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22ND AV
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E PINE ST
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PROJECT LOCATION
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E SPRING ST
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FOUND 5" CONC MON IN CASE W/ BRASS PIN & PUNCH, DOWN 0.8'
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FOUND CONC MON IN CASE W/ BRASS PIN & PUNCH, DOWN 0.9' (BASIS OF POSITION) SITE BM #3, ELEV=311.14
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FOUND 4" CONC MON IN CASE W/ BRASS TACK & PUNCH, DOWN 0.7'
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FOUND 5" CONC MON IN CASE W/ BRASS PIN & PUNCH, DOWN 0.5'
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MASTER BM SNV-2529 ELEV=318.56
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SITE BM#2 ELEV=313.70
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SITE BM#1 MT-1 ELEV=315.90
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TSR/ATT
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ICD/JDE
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AST
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TSR
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10
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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REVISED AS-BUILT
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...............................
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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SHEET
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OF
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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20.....
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20.....
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VAULT SERIAL NO.
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SDOT PROJECT NO.
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DATE
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MARK
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NATURE
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REVISIONS
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MADE
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CHK'D
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REV'D
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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SIDEWALK AND LANDSCAPING IMPROVEMENTS
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MIDTOWN
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E
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T
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N
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31745
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P
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XX-XX-18
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XX-XX-18
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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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COVER SHEET
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1
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ABBREVIATIONS:
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ABBREVIATIONS ARE AS DEFINED IN THE CITY OF SEATTLE STANDARD PLAN OO2a AND AS NOTED BELOW:
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@ AT AT AVE AVENUE AVENUE BC BOTTOM CURB BOTTOM CURB CENTERLINE CENTERLINE CLR CLEAR CLEAR CONC CONCRETE CONCRETE EX EXISTING EXISTING FL FLOW LINE FLOW LINE KC KING COUNTY KING COUNTY LT LEFT LEFT MIN MINIMUM MINIMUM POC POINT OF CONNECTION POINT OF CONNECTION PROPERTY LINE PROPERTY LINE PSE PUGET SOUND ENERGY PUGET SOUND ENERGY RT RIGHT RIGHT SCL SEATTLE CITY LIGHT SEATTLE CITY LIGHT ST STREET STREET STA STATION STATION STD STANDARD STANDARD TC TOP OF CURBTOP OF CURB
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CONTROL DIAGRAM
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SCALE: 1"=60'
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NORTH
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0
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1 inch = 60 feet
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30
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60
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120
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VICINITY MAP
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SCALE: 1"=200'
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NORTH
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STREET IMPROVEMENT PLAN INDEX
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SHEET NO.
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SHEET TITLE
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1
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COVER SHEET
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2
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GENERAL NOTES
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3
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23RD AVE - PLAN (SOUTH)
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4
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23RD AVE - PLAN (NORTH)
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5
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E UNION ST - PLAN (WEST)
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6
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E UNION ST - PLAN (EAST)
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7
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24TH AVE - PLAN (NORTH)
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8
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24TH AVENUE - PLAN (SOUTH)
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9
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TYPICAL ROADWAY SECTIONS
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10
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TYPICAL ROADWAY SECTIONS
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DETAILS
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12
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13
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14
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SURVEY NOTES:
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PROPOSED LEGEND:
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PROPERTY LINE SAWCUT LINE CONCRETE CURB STORM SERVICE DRAIN SANITARY SIDE SEWER WATER LINE CONTOUR ELEVATION SLOPE ARROW FLOW DIRECTION SPOT ELEVATION CLEANOUT UTILITY CAP WATER METER VAULT (BY SPU) FIRE SERVICE VAULT (BY SPU) CONCRETE SIDEWALK PAVEMENT LANDSCAPE AREA PER LANDSCAPE PLAN ASPHALT PAVEMENT CONCRETE PAVEMENT STREET TREE
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X%
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%%U170.00
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150
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SD
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W
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SSS
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CONTROL DIAGRAM, EXISTING ONTROL DIAGRAM, EXISTING NTROL DIAGRAM, EXISTING TROL DIAGRAM, EXISTING ROL DIAGRAM, EXISTING OL DIAGRAM, EXISTING L DIAGRAM, EXISTING DIAGRAM, EXISTING DIAGRAM, EXISTING IAGRAM, EXISTING AGRAM, EXISTING GRAM, EXISTING RAM, EXISTING AM, EXISTING M, EXISTING , EXISTING EXISTING EXISTING XISTING ISTING STING TING ING NG G LEGEND, AND SURVEY NOTES EGEND, AND SURVEY NOTES GEND, AND SURVEY NOTES END, AND SURVEY NOTES ND, AND SURVEY NOTES D, AND SURVEY NOTES , AND SURVEY NOTES AND SURVEY NOTES AND SURVEY NOTES ND SURVEY NOTES D SURVEY NOTES SURVEY NOTES SURVEY NOTES URVEY NOTES RVEY NOTES VEY NOTES EY NOTES Y NOTES NOTES NOTES OTES TES ES S WERE PREPARED BY THE ERE PREPARED BY THE RE PREPARED BY THE E PREPARED BY THE PREPARED BY THE PREPARED BY THE REPARED BY THE EPARED BY THE PARED BY THE ARED BY THE RED BY THE ED BY THE D BY THE BY THE BY THE Y THE THE THE HE E SURVEYOR AND ARE SHOWN URVEYOR AND ARE SHOWN RVEYOR AND ARE SHOWN VEYOR AND ARE SHOWN EYOR AND ARE SHOWN YOR AND ARE SHOWN OR AND ARE SHOWN R AND ARE SHOWN AND ARE SHOWN AND ARE SHOWN ND ARE SHOWN D ARE SHOWN ARE SHOWN ARE SHOWN RE SHOWN E SHOWN SHOWN SHOWN HOWN OWN WN N HEREON FOR REFERENCE ONLY. EREON FOR REFERENCE ONLY. REON FOR REFERENCE ONLY. EON FOR REFERENCE ONLY. ON FOR REFERENCE ONLY. N FOR REFERENCE ONLY. FOR REFERENCE ONLY. FOR REFERENCE ONLY. OR REFERENCE ONLY. R REFERENCE ONLY. REFERENCE ONLY. REFERENCE ONLY. EFERENCE ONLY. FERENCE ONLY. ERENCE ONLY. RENCE ONLY. ENCE ONLY. NCE ONLY. CE ONLY. E ONLY. ONLY. ONLY. NLY. LY. Y. .
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CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED NTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED TRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED RACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED CTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED TOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED OR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED R IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED S ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED LERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED RTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED TED TO THE FACT THAT WORK WILL BE ACCOMPLISHED ED TO THE FACT THAT WORK WILL BE ACCOMPLISHED D TO THE FACT THAT WORK WILL BE ACCOMPLISHED TO THE FACT THAT WORK WILL BE ACCOMPLISHED TO THE FACT THAT WORK WILL BE ACCOMPLISHED O THE FACT THAT WORK WILL BE ACCOMPLISHED THE FACT THAT WORK WILL BE ACCOMPLISHED THE FACT THAT WORK WILL BE ACCOMPLISHED HE FACT THAT WORK WILL BE ACCOMPLISHED E FACT THAT WORK WILL BE ACCOMPLISHED FACT THAT WORK WILL BE ACCOMPLISHED FACT THAT WORK WILL BE ACCOMPLISHED ACT THAT WORK WILL BE ACCOMPLISHED CT THAT WORK WILL BE ACCOMPLISHED T THAT WORK WILL BE ACCOMPLISHED THAT WORK WILL BE ACCOMPLISHED THAT WORK WILL BE ACCOMPLISHED HAT WORK WILL BE ACCOMPLISHED AT WORK WILL BE ACCOMPLISHED T WORK WILL BE ACCOMPLISHED WORK WILL BE ACCOMPLISHED WORK WILL BE ACCOMPLISHED ORK WILL BE ACCOMPLISHED RK WILL BE ACCOMPLISHED K WILL BE ACCOMPLISHED WILL BE ACCOMPLISHED WILL BE ACCOMPLISHED ILL BE ACCOMPLISHED LL BE ACCOMPLISHED L BE ACCOMPLISHED BE ACCOMPLISHED BE ACCOMPLISHED E ACCOMPLISHED ACCOMPLISHED ACCOMPLISHED CCOMPLISHED COMPLISHED OMPLISHED MPLISHED PLISHED LISHED ISHED SHED HED ED D AROUND ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ROUND ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES OUND ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES UND ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ND ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES D ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ACTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES CTIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES TIVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES IVE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES VE PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES E PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES PSE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES SE GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES E GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES GAS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES AS AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES S AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES AND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ND ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES D ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ENERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES NERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES ERGIZED SEATTLE CITY LIGHT (SCL) FACILITIES RGIZED SEATTLE CITY LIGHT (SCL) FACILITIES GIZED SEATTLE CITY LIGHT (SCL) FACILITIES IZED SEATTLE CITY LIGHT (SCL) FACILITIES ZED SEATTLE CITY LIGHT (SCL) FACILITIES ED SEATTLE CITY LIGHT (SCL) FACILITIES D SEATTLE CITY LIGHT (SCL) FACILITIES SEATTLE CITY LIGHT (SCL) FACILITIES SEATTLE CITY LIGHT (SCL) FACILITIES EATTLE CITY LIGHT (SCL) FACILITIES ATTLE CITY LIGHT (SCL) FACILITIES TTLE CITY LIGHT (SCL) FACILITIES TLE CITY LIGHT (SCL) FACILITIES LE CITY LIGHT (SCL) FACILITIES E CITY LIGHT (SCL) FACILITIES CITY LIGHT (SCL) FACILITIES CITY LIGHT (SCL) FACILITIES ITY LIGHT (SCL) FACILITIES TY LIGHT (SCL) FACILITIES Y LIGHT (SCL) FACILITIES LIGHT (SCL) FACILITIES LIGHT (SCL) FACILITIES IGHT (SCL) FACILITIES GHT (SCL) FACILITIES HT (SCL) FACILITIES T (SCL) FACILITIES (SCL) FACILITIES (SCL) FACILITIES SCL) FACILITIES CL) FACILITIES L) FACILITIES ) FACILITIES FACILITIES FACILITIES ACILITIES CILITIES ILITIES LITIES ITIES TIES IES ES S THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH HAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH AT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH T ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH RE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH E SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH RVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH VING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH NG EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH G EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH XISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH STING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH TING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH ING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH NG CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH G CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH USTOMERS. CONTRACTOR SHALL COORDINATE WITH STOMERS. CONTRACTOR SHALL COORDINATE WITH TOMERS. CONTRACTOR SHALL COORDINATE WITH OMERS. CONTRACTOR SHALL COORDINATE WITH MERS. CONTRACTOR SHALL COORDINATE WITH ERS. CONTRACTOR SHALL COORDINATE WITH RS. CONTRACTOR SHALL COORDINATE WITH S. CONTRACTOR SHALL COORDINATE WITH . CONTRACTOR SHALL COORDINATE WITH CONTRACTOR SHALL COORDINATE WITH CONTRACTOR SHALL COORDINATE WITH CONTRACTOR SHALL COORDINATE WITH ONTRACTOR SHALL COORDINATE WITH NTRACTOR SHALL COORDINATE WITH TRACTOR SHALL COORDINATE WITH RACTOR SHALL COORDINATE WITH ACTOR SHALL COORDINATE WITH CTOR SHALL COORDINATE WITH TOR SHALL COORDINATE WITH OR SHALL COORDINATE WITH R SHALL COORDINATE WITH SHALL COORDINATE WITH SHALL COORDINATE WITH HALL COORDINATE WITH ALL COORDINATE WITH LL COORDINATE WITH L COORDINATE WITH COORDINATE WITH COORDINATE WITH OORDINATE WITH ORDINATE WITH RDINATE WITH DINATE WITH INATE WITH NATE WITH ATE WITH TE WITH E WITH WITH WITH ITH TH H PSE AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SE AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND E AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND ND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND D SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SCL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND CL TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND L TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND O DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND ETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND TERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND ERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND RMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND MINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND INE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND NE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND E WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND HICH FACILITIES ARE ACTIVE AND ENERGIZED AND ICH FACILITIES ARE ACTIVE AND ENERGIZED AND CH FACILITIES ARE ACTIVE AND ENERGIZED AND H FACILITIES ARE ACTIVE AND ENERGIZED AND FACILITIES ARE ACTIVE AND ENERGIZED AND FACILITIES ARE ACTIVE AND ENERGIZED AND ACILITIES ARE ACTIVE AND ENERGIZED AND CILITIES ARE ACTIVE AND ENERGIZED AND ILITIES ARE ACTIVE AND ENERGIZED AND LITIES ARE ACTIVE AND ENERGIZED AND ITIES ARE ACTIVE AND ENERGIZED AND TIES ARE ACTIVE AND ENERGIZED AND IES ARE ACTIVE AND ENERGIZED AND ES ARE ACTIVE AND ENERGIZED AND S ARE ACTIVE AND ENERGIZED AND ARE ACTIVE AND ENERGIZED AND ARE ACTIVE AND ENERGIZED AND RE ACTIVE AND ENERGIZED AND E ACTIVE AND ENERGIZED AND ACTIVE AND ENERGIZED AND ACTIVE AND ENERGIZED AND CTIVE AND ENERGIZED AND TIVE AND ENERGIZED AND IVE AND ENERGIZED AND VE AND ENERGIZED AND E AND ENERGIZED AND AND ENERGIZED AND AND ENERGIZED AND ND ENERGIZED AND D ENERGIZED AND ENERGIZED AND ENERGIZED AND NERGIZED AND ERGIZED AND RGIZED AND GIZED AND IZED AND ZED AND ED AND D AND AND AND ND D SHALL IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. HALL IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. ALL IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. LL IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. L IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. IMPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. MPLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. PLEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. LEMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. EMENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. MENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. ENT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. NT SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. T SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. SAFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. AFETY PROCEDURES PER PSE AND SCL REQUIREMENTS. FETY PROCEDURES PER PSE AND SCL REQUIREMENTS. ETY PROCEDURES PER PSE AND SCL REQUIREMENTS. TY PROCEDURES PER PSE AND SCL REQUIREMENTS. Y PROCEDURES PER PSE AND SCL REQUIREMENTS. PROCEDURES PER PSE AND SCL REQUIREMENTS. PROCEDURES PER PSE AND SCL REQUIREMENTS. ROCEDURES PER PSE AND SCL REQUIREMENTS. OCEDURES PER PSE AND SCL REQUIREMENTS. CEDURES PER PSE AND SCL REQUIREMENTS. EDURES PER PSE AND SCL REQUIREMENTS. DURES PER PSE AND SCL REQUIREMENTS. URES PER PSE AND SCL REQUIREMENTS. RES PER PSE AND SCL REQUIREMENTS. ES PER PSE AND SCL REQUIREMENTS. S PER PSE AND SCL REQUIREMENTS. PER PSE AND SCL REQUIREMENTS. PER PSE AND SCL REQUIREMENTS. ER PSE AND SCL REQUIREMENTS. R PSE AND SCL REQUIREMENTS. PSE AND SCL REQUIREMENTS. PSE AND SCL REQUIREMENTS. SE AND SCL REQUIREMENTS. E AND SCL REQUIREMENTS. AND SCL REQUIREMENTS. AND SCL REQUIREMENTS. ND SCL REQUIREMENTS. D SCL REQUIREMENTS. SCL REQUIREMENTS. SCL REQUIREMENTS. CL REQUIREMENTS. L REQUIREMENTS. REQUIREMENTS. REQUIREMENTS. EQUIREMENTS. QUIREMENTS. UIREMENTS. IREMENTS. REMENTS. 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CONTRACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES ONTRACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES NTRACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES TRACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES RACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES ACTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES CTOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES TOR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES OR SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES R SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES SHALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES HALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES ALL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES LL COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES L COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES COORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES OORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES ORDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES RDINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES DINATE WITH PSE AND SCL TO ENSURE THAT FACILITIES INATE WITH PSE AND SCL TO ENSURE THAT FACILITIES NATE WITH PSE AND SCL TO ENSURE THAT FACILITIES ATE WITH PSE AND SCL TO ENSURE THAT FACILITIES TE WITH PSE AND SCL TO ENSURE THAT FACILITIES E WITH PSE AND SCL TO ENSURE THAT FACILITIES WITH PSE AND SCL TO ENSURE THAT FACILITIES WITH PSE AND SCL TO ENSURE THAT FACILITIES ITH PSE AND SCL TO ENSURE THAT FACILITIES TH PSE AND SCL TO ENSURE THAT FACILITIES H PSE AND SCL TO ENSURE THAT FACILITIES PSE AND SCL TO ENSURE THAT FACILITIES PSE AND SCL TO ENSURE THAT FACILITIES SE AND SCL TO ENSURE THAT FACILITIES E AND SCL TO ENSURE THAT FACILITIES AND SCL TO ENSURE THAT FACILITIES AND SCL TO ENSURE THAT FACILITIES ND SCL TO ENSURE THAT FACILITIES D SCL TO ENSURE THAT FACILITIES SCL TO ENSURE THAT FACILITIES SCL TO ENSURE THAT FACILITIES CL TO ENSURE THAT FACILITIES L TO ENSURE THAT FACILITIES TO ENSURE THAT FACILITIES TO ENSURE THAT FACILITIES O ENSURE THAT FACILITIES ENSURE THAT FACILITIES ENSURE THAT FACILITIES NSURE THAT FACILITIES SURE THAT FACILITIES URE THAT FACILITIES RE THAT FACILITIES E THAT FACILITIES THAT FACILITIES THAT FACILITIES HAT FACILITIES AT FACILITIES T FACILITIES FACILITIES FACILITIES ACILITIES CILITIES ILITIES LITIES ITIES TIES IES ES S ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION.RE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION.E IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. 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THE SURVEY WAS PREPARED ON JUNE 29, 2018 BY GOLDSMITH LAND DEVELOPMENT SERVICES 1215 4TH SE, BELLEVUE, WA 98004 425.462.1080 1. HORIZONTAL DATUM: NAD83 (1991) HORIZONTAL DATUM: NAD83 (1991) 2. BASIS OF POSITION: FOUND MONUMENTED INTERSECTION OF 23RD AVENUE AND EAST SPRING BASIS OF POSITION: FOUND MONUMENTED INTERSECTION OF 23RD AVENUE AND EAST SPRING STREET. 3. BASIS OF BEARINGS: HELD BEARING OF MONUMENTED CENTERLINE OF 23RD AVENUE BETWEEN BASIS OF BEARINGS: HELD BEARING OF MONUMENTED CENTERLINE OF 23RD AVENUE BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE INTERSECTION WITH EAST UNION STREET TO BE N 00°00'00" E. 4. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED MARCH 4, 1999, JUNE 2003 AND FIELD MONUMENTATION NOTED AS FOUND WAS FIELD VISITED MARCH 4, 1999, JUNE 2003 AND FIELD VERIFIED IN SEPTEMBER 2012 AND JUNE 2016. 5. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER CHICAGO TITLE COMPANY THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON ARE PER CHICAGO TITLE COMPANY OF WASHINGTON UPDATED SECOND ALTA COMMITMENT FOR TITLE INSURANCE ORDER NO. 0092831-06 DATED MAY 10, 2017 AND SUPPLEMENTALS THERETO. ONLY EASEMENTS NOTED IN SCHEDULE B OF SAID REPORTS THAT CAN BE PLOTTED ARE SHOWN HEREON. 6. OVERALL AREA FOR PARCELS A, B, C, D, E, F AND G, = 82,767 SQUARE FEET OR 1.900 OVERALL AREA FOR PARCELS A, B, C, D, E, F AND G, = 82,767 SQUARE FEET OR 1.900 ACRES. 7. SITE CONTAINS 118 REGULAR PARKING SPACES, 0 COMPACT SPACES AND 6 HANDICAP SPACES SITE CONTAINS 118 REGULAR PARKING SPACES, 0 COMPACT SPACES AND 6 HANDICAP SPACES FOR A TOTAL OF 124 PARKING SPACES. 8. THE FEMA MAP FOR THE AREA COVERING THE SITE (53033C0635 F) IS NOT PRINTED BUT IS IN THE FEMA MAP FOR THE AREA COVERING THE SITE (53033C0635 F) IS NOT PRINTED BUT IS IN ZONE "X" WHICH ARE AREAS DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN. 9. THE RIGHTS-OF-WAY FOR 23RD AVE. EAST UNION STREET, 24TH AVE. AND EAST SPRING THE RIGHTS-OF-WAY FOR 23RD AVE. EAST UNION STREET, 24TH AVE. AND EAST SPRING STREET ARE PUBLICLY DEDICATED. 10. SITE IS ZONED "NC2-40 WITH A 2P OVERLAY" (NEIGHBORHOOD COMMERCIAL - PEDESTRIAN SITE IS ZONED "NC2-40 WITH A 2P OVERLAY" (NEIGHBORHOOD COMMERCIAL - PEDESTRIAN ORIENTED) WHICH INCLUDES THE FOLLOWING RESTRICTIONS: MAXIMUM HEIGHT OF BUILDING (BASE HEIGHT) - 40 FEET NO SETBACK RESTRICTIONS FROM PROPERTY LINES NO FLOOR SPACE AREA RESTRICTIONS NO MINIMUM PARKING REQUIRED BECAUSE OF P2 OVERLAY 11. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. 12. PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON AUGUST PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS FIELD LOCATED ON AUGUST 14 AND 15, 2012; JULY 1, 2016; APRIL 3, 2017; JULY 21 THROUGH 24, 2017; AND DECEMBER 5, 2017 AND IS CURRENT TO THOSE DATES ONLY. ELEVATIONS WERE OBTAINED ACROSS THE SITE AND ARE AVAILABLE ELECTRONICALLY BUT ARE NOT ALL SHOWN HEREON FOR SAKE OF CLARITY. 13. UTILITY INFORMATION SHOWN HEREON IS PER A COMBINATION OF FIELD LOCATED SURFACE UTILITY INFORMATION SHOWN HEREON IS PER A COMBINATION OF FIELD LOCATED SURFACE INDICATIONS AND RECORDS OF THE APPLICABLE UTILITY. ALL UTILITIES SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. 14. THE 23RD AVENUE CORRIDOR OPPOSITE THE SUBJECT PROPERTY HAS JUST COMPLETED THE 23RD AVENUE CORRIDOR OPPOSITE THE SUBJECT PROPERTY HAS JUST COMPLETED UPGRADES TO THE ROAD AND SIDEWALKS ALONG WITH UTILITIES. THERE ARE NO PROPOSED CHANGES IN STREET RIGHTS OF WAY FOR 23RD AVE. EAST UNION STREET, 24TH AVE. AND EAST SPRING STREET. THIS INFORMATION IS PER THE SEATTLE DEPARTMENT OF TRANSPORTATION WEBSITE. 15. THERE WERE NO FLAGGED OR OBSERVABLE WETLANDS ON SITE THAT WERE NOTED DURING THE THERE WERE NO FLAGGED OR OBSERVABLE WETLANDS ON SITE THAT WERE NOTED DURING THE SURVEY FIELD WORK. 16. THERE WERE NO BENEFICIAL EASEMENTS ON ADJACENT PROPERTIES MENTIONED IN THE ABOVE THERE WERE NO BENEFICIAL EASEMENTS ON ADJACENT PROPERTIES MENTIONED IN THE ABOVE NOTED TITLE REPORT. AS THE SUBJECT PROPERTY IS ENTIRELY ENCLOSED BY THE SURROUNDING STREETS SHOWN HEREON, THERE ARE NO ADJACENT PROPERTIES. 17. VERTICAL DATUM: NAVD 1988. VERTICAL DATUM: NAVD 1988. MASTER BENCHMARK: SNV-2529 - FOUND 2" BRASS CAP STAMPED "C OF S 2529" 0.5 FEET SOUTH AND 0.5 FEET WEST OF THE INTERSECTION OF BACK OF CONCRETE WALKS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF 23RD AVENUE AND EAST UNION STREET. ELEVATION = 318.56 FEET (NAVD 1988) SEE MAP FOR PLOTTED LOCATION. SITE BENCHMARK NO. 1: GOLDSMITH SURVEY CONTROL POINT MT*1- SET PK NAIL WITH TAG IN ASPHALT ON NORTHEAST SIDE OF DRAIN MANHOLE AT THE SOUTHWEST FILLET OF INTERSECTION OF EAST UNION STREET AND 24TH AVENUE. ELEVATION = 315.90 FEET (SEE MAP FOR PLOTTED LOCATION). SITE BENCHMARK NO. 2: GOLDSMITH SURVEY CONTROL POINT "50593"- SET PK NAIL WITH TAG AT THE NORTHWEST CORNER INTERSECTION OF EAST SPRING STREET AND 24TH AVENUE. PK IS 0.4 FEET WEST OF THE INTERSECTION OF FACE OF CONCRETE WALKS AND 9 FEET FROM CENTER OF DRAIN MANHOLE. ELEVATION = 313.70 FEET (SEE MAP FOR PLOTTED LOCATION). SITE BENCHMARK NO. 3: GOLDSMITH SURVEY CONTROL POINT A*2- FOUND CONCRETE MONUMENT WITH BRASS PIN AND PUNCH IN CASE AT THE INTERSECTION OF EAST SPRING STREET AND 23RD AVENUE. ELEVATION = 311.14 (SEE MAP FOR PLOTTED LOCATION). 18. DURING THE COURSE OF THE SURVEY, CERTAIN STORM AND SANITARY MANHOLES WHERE NOT DURING THE COURSE OF THE SURVEY, CERTAIN STORM AND SANITARY MANHOLES WHERE NOT ABLE TO BE AS-BUILT DUE TO SAFETY CONCERNS OR LACK OF ACCESSIBILITY. PER CONSULTATION BETWEEN THE CLIENT, PROJECT ENGINEER AND PROJECT SURVEYOR IT WAS DETERMINED THAT DESIGN INVERT ELEVATIONS COULD BE USED FOR NOW, AND THAT ACTUAL AS-BUILT INFORMATION, TO BE PROVIDED BY THE SEATTLE DEPARTMENT OF TRANSPORTATION (SDOT), WOULD REPLACE THIS INFORMATION WHEN PUBLICLY AVAILABLE. LEGAL DESCRIPTION PARCEL A: LOTS 1 AND 2, BLOCK 5, RENTON HILL ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON. PARCEL B: LOTS 4, 5, AND THE NORTH 24.67 FEET OF LOT 6, INCLUSIVE, BLOCK 5, RENTON HILL ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON; PARCEL C: LOTS 7 THROUGH 11, INCLUSIVE, BLOCK 6, J. H. RENGSTORFF'S ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE UNPLATTED PORTION OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 25 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, ADJOINING SAID BLOCK 6, LYING SOUTHERLY OF THE WESTERLY EXTENSION OF THE NORTH LINE OF LOT 7 IN SAID BLOCK 6 AND NORTHERLY OF THE WESTERLY EXTENSION OF THE SOUTH LINE OF LOT 11 IN SAID BLOCK 6. PARCEL D: LOTS 1 AND 2, BLOCK 6, J. H. RENGSTORFF'S ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN UNPLATTED STRIP OF LAND ADJOINING SAID LOT 1 ON THE WEST. PARCEL E: LOTS 5 AND 6, BLOCK 6, J. H. RENGSTORFF'S ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL F: LOTS 3 AND 4, BLOCK 6, J. H. RENGSTORFF'S ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON. PARCEL G: LOT 3, BLOCK 5, RENTON HILL ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 68, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF AN UNPLATTED STRIP LYING BETWEEN THE AFOREDESCRIBED PROPERTY AND LOTS 5 AND 6, BLOCK 6, J. H. RENGSTORFF'S ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 101, IN KING COUNTY, WASHINGTON.
60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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REVIEWED BY SPU/WATER ENGINEERING
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REVIEWED BY SPU/DRAINAGE
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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GENERAL NOTES
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1. ALL WORK SHALL CONFORM TO THE 2017 EDITION OF CITY OF SEATTLE STANDARD SPECIFICATIONS, THE ALL WORK SHALL CONFORM TO THE 2017 EDITION OF CITY OF SEATTLE STANDARD SPECIFICATIONS, THE 2017 EDITION OF THE CITY OF SEATTLE STANDARD PLANS; AND SEATTLE DEPARTMENT OF TRANSPORTATION DIRECTOR'S RULE 01-2017 FOR RIGHT-OF-WAY PAVEMENT OPENING AND RESTORATION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF SEATTLE. 4. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. 5. PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE PERMITTEE SHALL SCHEDULE PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE PERMITTEE SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF SEATTLE DEPARTMENT OF TRANSPORTATION. 6. PERMITTEE SHALL CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE INSPECTOR A PERMITTEE SHALL CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE INSPECTOR A MINIMUM OF 2 BUSINESS DAYS PRIOR TO NEEDING AN INSPECTION. 7. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE IMMEDIATELY REPORTED AND REPAIRED AS REQUIRED BY THE SEATTLE DEPARTMENT OF TRANSPORTATION. TO REPORT DAMAGE TO SPU INFRASTRUCTURE, INCLUDING ANY SEWAGE RELEASE OR BLOCKAGE, CALL 206-386-1800. 8. THE APPROVED PLANS SHALL SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE APPROVED PLANS SHALL SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE DEPTH OF UTILITY CUTS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND REPLACED. THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL BE PER THE RIGHT-OF-WAY PAVEMENT OPENING AND RESTORATION DIRECTOR'S RULE 01-2017 AND WILL BE DETERMINED IN THE FIELD BY THE SEATTLE DEPARTMENT OF TRANSPORTATION STREET USE INSPECTOR PRIOR TO THE PAVEMENT RESTORATION. FOR SPU WATER SERVICES, APPLICANT MUST SHOW THE PAVEMENT RESTORATION LIMITS FOR THE PROPOSED AND THE EXISTING WATER SERVICES TO BE RETIRED, INCLUDING SERVICES THAT ARE OUTSIDE THE PROJECT AREA, BUT SERVE THE PARCEL. 9. DATUM: NAVD 88 AND NAD83 (1991). DATUM: NAVD 88 AND NAD83 (1991). 10. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED PRIOR TO CONSTRUCTION. PERMITTEE TO STAKE THE CURB AT THE CENTERLINE OF DRAINAGE GRATES PER STANDARD PLAN 260A. SURVEY CUT SHEETS MUST BE SUBMITTED AND APPROVED BY THE SEATTLE DEPARTMENT OF TRANSPORTATION AT LEAST 5 BUSINESS DAYS PRIOR TO CONSTRUCTION. 11. IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE PERMITTEE IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE PERMITTEE SHALL PROVIDE THE STREET USE INSPECTOR A PLAN WITH EXISTING FLOW LINE AND TOP OF CURB ELEVATIONS IDENTIFIED. PERMITTEE TO STAKE THE LOCATION OF THE EXISTING CURB PRIOR TO DEMOLITION. 12. THE PERMITTEE SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY THE PERMITTEE SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8). 13. THE PERMITTEE SHALL SUBMIT ALL APPLICABLE DOCUMENTS REQUIRED UNDER SECTION 1-05.3 OF THE THE PERMITTEE SHALL SUBMIT ALL APPLICABLE DOCUMENTS REQUIRED UNDER SECTION 1-05.3 OF THE STANDARD SPECIFICATIONS PRIOR TO CONSTRUCTION. A MATERIAL SOURCE FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL ASPHALT, CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MUST BE SUBMITTED TO THE SEATTLE DEPARTMENT OF TRANSPORTATION FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. A REVISED MATERIAL SOURCE FORM AND MIX DESIGNS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF ANY SUBSTITUTE MATERIALS. 14. THE PERMITTEE SHALL NOTIFY THE SEATTLE FIRE DEPARTMENT DISPATCHER (206-386-1495) AT LEAST THE PERMITTEE SHALL NOTIFY THE SEATTLE FIRE DEPARTMENT DISPATCHER (206-386-1495) AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. THE PERMITTEE SHALL ALSO NOTIFY THE DISPATCHER OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK. 15. THE PERMITTEE SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. THE PERMITTEE SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION. 16. THE PERMITTEE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) THE PERMITTEE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 17. IT IS THE SOLE RESPONSIBILITY OF THE PERMITTEE TO VERIFY THE ACCURACY OF ALL UTILITY IT IS THE SOLE RESPONSIBILITY OF THE PERMITTEE TO VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 18. THE PERMITTEE SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, THE PERMITTEE SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 19. THE PERMITTEE SHALL FOLLOW SPU CORE TAP PROCEDURES FOR ALL NEW CONNECTIONS TO EXISTING THE PERMITTEE SHALL FOLLOW SPU CORE TAP PROCEDURES FOR ALL NEW CONNECTIONS TO EXISTING SEWER OR DRAINAGE MAINS OR STRUCTURES. CONTRACTORS ARE NOT ALLOWED TO CORE INTO MAINS OR STRUCTURES WITHOUT PRIOR APPROVAL FROM SPU-DWW. TO SCHEDULE CORE CUTS CONTACT SPU-DWW AT 206-615-0511 A MINIMUM OF 2 BUSINESS DAYS IN ADVANCE. 20. UTILITY SERVICE CONNECTIONS SHOWN ON THIS PLAN REQUIRE SEPARATE PERMITS. UTILITY SERVICE CONNECTIONS SHOWN ON THIS PLAN REQUIRE SEPARATE PERMITS. 21. THE PERMITTEE SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET USE INSPECTOR. THE PERMITTEE SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET USE INSPECTOR. 22. INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY REPRESENTATIVES OF THE CITY OF SEATTLE. IT SHALL BE THE PERMITTEE'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE SEATTLE DEPARTMENT OF TRANSPORTATION STREET USE INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE INSPECTIONS. 23. THE PERMITTEE SHALL PROVIDE A PLAN FOR STORMWATER AND EROSION CONTROL AND INSTALL, THE PERMITTEE SHALL PROVIDE A PLAN FOR STORMWATER AND EROSION CONTROL AND INSTALL, MAINTAIN AND REMOVE TEMPORARY FACILITIES PER SECTION 8-01. AS CONSTRUCTION PROGRESSES AND CONDITIONS DICTATE, ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE PERMITTEE'S ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 24. ALL DISTURBED SOILS MUST BE AMENDED PER STANDARD PLAN 142 AND SECTION 8-02 OF THE ALL DISTURBED SOILS MUST BE AMENDED PER STANDARD PLAN 142 AND SECTION 8-02 OF THE STANDARD SPECIFICATIONS UNLESS WITHIN ONE FOOT OF A CURB OR SIDEWALK, THREE FEET OF A UTILITY STRUCTURE (E.G. WATER METER, UTILITY POLE, HAND HOLE, ETC.), OR THE DRIPLINE OF AN EXISTING TREE. 25. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF SEATTLE TRAFFIC CONTROL ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF SEATTLE TRAFFIC CONTROL MANUAL FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR ALL ARTERIAL STREETS PRIOR TO BEGINNING CONSTRUCTION. 26. PERMITTEE SHALL NOTIFY KING COUNTY METRO AT 684-2732 FOURTEEN DAYS IN ADVANCE OF ANY PERMITTEE SHALL NOTIFY KING COUNTY METRO AT 684-2732 FOURTEEN DAYS IN ADVANCE OF ANY IMPACT TO TRANSIT OPERATIONS. 27. COORDINATE SIGN AND PAY STATION AND/OR PARKING METER HEAD REMOVAL AND INSTALLATION WITH COORDINATE SIGN AND PAY STATION AND/OR PARKING METER HEAD REMOVAL AND INSTALLATION WITH SEATTLE DEPARTMENT OF TRANSPORTATION AT 684-5370. SIGNPOSTS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD PLANS 616, 620, 621A, 621B, 625, & 626. 28. ALL STREET NAME SIGNS MUST BE INSTALLED BY SEATTLE DEPARTMENT OF TRANSPORTATION AT THE ALL STREET NAME SIGNS MUST BE INSTALLED BY SEATTLE DEPARTMENT OF TRANSPORTATION AT THE PERMITTEE'S EXPENSE. 29. ALL WORK PERFORMED BY SEATTLE CITY LIGHT, SEATTLE PUBLIC UTILITIES, AND OTHER UTILITIES TO ALL WORK PERFORMED BY SEATTLE CITY LIGHT, SEATTLE PUBLIC UTILITIES, AND OTHER UTILITIES TO REPAIR, REMOVE OR RELOCATE EXISTING UTILITIES SHALL BE DONE AT THE PERMITTEE'S EXPENSE. 30. PERMITTEE MUST CONTACT THE SEATTLE DEPARTMENT OF PARKS AND RECREATION TO APPLY FOR A PERMITTEE MUST CONTACT THE SEATTLE DEPARTMENT OF PARKS AND RECREATION TO APPLY FOR A SEPARATE PERMIT IF WORKING WITHIN A DESIGNATED PARK BOULEVARD. 31. CARE SHALL BE EXERCISED WHEN EXCAVATING OR REMOVING PAVEMENT NEAR EXISTING CHARGED CARE SHALL BE EXERCISED WHEN EXCAVATING OR REMOVING PAVEMENT NEAR EXISTING CHARGED WATER MAINS. CAST IRON WATER MAINS ARE KNOWN TO BE SENSITIVE TO EXCESSIVE VIBRATION. COORDINATE PROTECTION METHODS WITH SPU. 32. PERMITTEE SHALL CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE INSPECTOR A PERMITTEE SHALL CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE INSPECTOR A MINIMUM OF 2 BUSINESS DAYS PRIOR TO PLANTING FOR INSPECTION OF STREET TREES AND LANDSCAPING.
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GENERAL NOTES
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1. CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL OPERATION DURING CONSTRUCTION AND PROVIDE CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL OPERATION DURING CONSTRUCTION AND PROVIDE TEMPORARY SIGNAL MODIFICATIONS WHEN NEEDED APPROVED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 2. ALL WORK NECESSARY TO ADJUST, RELOCATE, REPAIR OR CONSTRUCT ANY PART OF THE SIGNAL ALL WORK NECESSARY TO ADJUST, RELOCATE, REPAIR OR CONSTRUCT ANY PART OF THE SIGNAL UTILITY SHALL BE AT THE CONTRACTOR'S EXPENSE. THIS WORK IS TO BE PERFORMED BY A QUALIFIED SIGNAL CONTRACTOR OR SDOT CREWS. 3. ANY CONFLICTS WITH THE SIGNAL SYSTEM AND CONSTRUCTION SEQUENCE MUST BE COORDINATED ANY CONFLICTS WITH THE SIGNAL SYSTEM AND CONSTRUCTION SEQUENCE MUST BE COORDINATED WITH THE SIGNAL OPERATIONS OFFICE SOON AS KNOWN. CONTACT JAMES CLARK AT (206) 684-5201. A MINIMUM FIVE WORKING-DAY NOTICE IS REQUIRED FOR ANY WORK REQUESTED OF TRAFFIC SIGNAL ELECTRICIAN CREWS. SDOT CREWS WILL NOT BE SCHEDULED UNTIL AN ACCOUNT HAS BEEN SET UP FOR THE SPECIFIC PROJECT WITH A DEPOSIT TO COVER ALL COSTS TO RESOLVE THE CONFLICT AND A RESPONSIBLE PARTY HAS SIGNED THE SDOT-SIGNAL PRIVATE CONTRACTOR BILLING AGREEMENT. ANY WORK PERFORMED BY SDOT CREWS EXCEEDING THE DEPOSIT AMOUNT WILL BE INVOICED AND BILLED TO THE CONTRACTOR. ANY UNUSED MONEY WILL BE REFUNDED AT THE CONCLUSION OF THE PROJECT. 4. ANY SIGNAL ITEMS, INCLUDING BUT NOT LIMITED TO SIGNAL HEADS, POLE FOUNDATIONS, PEDESTALS, ANY SIGNAL ITEMS, INCLUDING BUT NOT LIMITED TO SIGNAL HEADS, POLE FOUNDATIONS, PEDESTALS, DETECTOR LOOPS, CONDUITS, HANDHOLES, AND ASSOCIATED SPAN WIRES AND CABLES THAT ARE DAMAGED OR DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. ANY SIGNAL ITEMS THAT ARE DISTURBED AS A RESULT OF GRADE CHANGE ARE REQUIRED TO BE ANY SIGNAL ITEMS THAT ARE DISTURBED AS A RESULT OF GRADE CHANGE ARE REQUIRED TO BE REGRADED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 6. ACCESS TO CONTROLLER CABINETS AND ASSOCIATED SIGNAL EQUIPMENT MUST BE AVAILABLE AT ALL ACCESS TO CONTROLLER CABINETS AND ASSOCIATED SIGNAL EQUIPMENT MUST BE AVAILABLE AT ALL TIMES. SPACE MUST BE PROVIDED FOR DOOR SWING. ANY FENCES, EQUIPMENT AND MATERIAL STORAGE SHALL NOT BLOCK ACCESS TO SIGNAL EQUIPMENT. ANY COSTS AND/OR TIME LOSS INCURRED BY SDOT CREWS IN GAINING ACCESS TO BLOCKED SIGNAL EQUIPMENT WILL BE AT THE CONTRACTOR'S EXPENSE. 7. ANY WORK THAT WILL DAMAGE OR DESTROY TRAFFIC LOOP DETECTORS MUST NOTIFY SIGNAL ANY WORK THAT WILL DAMAGE OR DESTROY TRAFFIC LOOP DETECTORS MUST NOTIFY SIGNAL OPERATIONS OFFICE AT EARLIEST TIME NO LESS THAN TWO WEEKS PRIOR TO SCHEDULED WORK. SIGNAL OPERATIONS OFFICE WILL PREPARE AN ESTIMATE TO COVER THE COST ASSOCIATED WITH TEMPORARY DETECTION AND TIMING, DIS-CONNECTION, DETECTOR TESTING, RECONNECTION AND RESTORATION OF PERMANENT TIMING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THE DETECTOR LOOPS WITHIN (2) WEEKS OF DESTRUCTION OR PROVIDE TEMPORARY DETECTION DURING THE INTERIM. FULLY RESTORED PAVEMENT MUST BE IN PLACE BEFORE THE LOOPS CAN BE RESTORED. A DEPOSIT FOR THE FULL ESTIMATE PREPARED BY THE SIGNAL OPERATIONS OFFICE AND A SIGNED SDOT SIGNAL PRIVATE CONTRACTOR BILLING AGREEMENT BILLING IS REQUIRED PRIOR TO SCHEDULED WORK. DISCONNECT AND TEMPORARY TIMING WILL BE SCHEDULED NO LESS THAN FIVE (5) WORKING DAYS AFTER RECEIPT OF THE DEPOSIT. SIGNAL OPERATIONS PERSONNEL WILL WORK ON A TIME AND MATERIAL BASIS. ANY UNUSED MONEY WILL BE REFUNDED AT THE CONCLUSION OF THE PROJECT. 8. THE CONTRACTOR SHALL INVESTIGATE FOR UNDERGROUND UTILITIES PRIOR TO ANY POLE FOUNDATION THE CONTRACTOR SHALL INVESTIGATE FOR UNDERGROUND UTILITIES PRIOR TO ANY POLE FOUNDATION EXCAVATION OR CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES (INCLUDING SIDE SEWERS). 9. THE CONTRACTOR SHALL VERIFY THE CAPACITIES OF ALL THE EXISTING CONDUITS OR DUCT RUNS THE CONTRACTOR SHALL VERIFY THE CAPACITIES OF ALL THE EXISTING CONDUITS OR DUCT RUNS DESIGNATED FOR USE ON THIS PROJECT. ANY DISCREPANCIES WITH THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY CONSTRUCTION WORK. 10. EXISTING SIGNS WHICH ARE REMOVED (STREET NAME SIGNS, SIGNAL SIGNS, ETC.) FROM AN EXISTING EXISTING SIGNS WHICH ARE REMOVED (STREET NAME SIGNS, SIGNAL SIGNS, ETC.) FROM AN EXISTING POLE SHALL BE REINSTALLED PER PLAN OR ADJUSTED IN THE FIELD WITH THE ENGINEER'S APPROVAL. 11. IF A CONTROLLER CABINET, HANDHOLE, CONDUIT, POLE, OR PEDESTAL IS TO BE RELOCATED IN SUCH IF A CONTROLLER CABINET, HANDHOLE, CONDUIT, POLE, OR PEDESTAL IS TO BE RELOCATED IN SUCH A WAY AS TO LENGTHEN THE TRAFFIC CABLE RUNS, NEW WIRING OF THE AFFECTED LINES MAY BE REQUIRED. SPLICES WILL NOT BE ALLOWED ANY IN ANY ITS EQUIPMENT CABLES, SIGNAL INTERCONNECT, PREEMPT, TRUNK, OR VIDEO DETECTION LINES, NOR IN PEDESTRIAN PUSHBUTTON WIRING. 12. ANY EXCAVATION IN PROXIMITY TO AN EXISTING POLE OR DOWN GUY MUST BE DONE WITHOUT ANY EXCAVATION IN PROXIMITY TO AN EXISTING POLE OR DOWN GUY MUST BE DONE WITHOUT UNDERMINING THEIR STABILITY. INSPECTION IS REQUIRED PRIOR TO ANY EXCAVATION. 13. ALL POLE INSTALLATIONS SHALL BE INSPECTED AT SEVERAL STAGES; INCLUDING BUT NOT LIMITED TO ALL POLE INSTALLATIONS SHALL BE INSPECTED AT SEVERAL STAGES; INCLUDING BUT NOT LIMITED TO FOUNDATION EXCAVATION, BOLT, REBAR AND CONDUIT INSTALLATIONS, POLE SET FOR PROPER RAKE, LUMINAIRE INSTALLATIONS, WIRING, GROUNDING AND BONDING. 14. SIGNAL CONDUITS THAT ENTER THE CONSTRUCTION SITE, SUCH AS THOSE CROSSING THE STREET OR SIGNAL CONDUITS THAT ENTER THE CONSTRUCTION SITE, SUCH AS THOSE CROSSING THE STREET OR INTERCONNECT TO OTHER SIGNALIZED INTERSECTIONS, MUST BE RECONNECTED. THE RECONNECTIONS MUST BE INSPECTED AND APPROVED IN WRITING BY THE SDOT INSPECTOR BEFORE THE BACKFILL AND PAVING WORK MAY BE SCHEDULED.
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15. PRIOR TO CURB INSTALLATION, SIDEWALK INSTALLATION, STREET PAVING, OR TREE INSTALLATION PRIOR TO CURB INSTALLATION, SIDEWALK INSTALLATION, STREET PAVING, OR TREE INSTALLATION ALL CONDUITS, EXISTING AND NEWLY INSTALLED, MUST BE INSPECTED FOR CONTINUITY. PULL STRINGS SHALL BE PRESENT IN ALL NEW CONDUITS. EXISTING CONDUIT MUST BE ACCOUNTED FOR, BE CLEAR OF DEBRIS, EXTEND ABOVE THE BOTTOM OR TERMINATE IN THE SIDE OF THE HANDHOLE, AND HAVE MOVEMENT IN THE CABLES OR HAVE A PULL STRING AVAILABLE TO SHOW MOVEMENT. ALL CONDUITS THAT ARE ABANDONED SHALL BE LABELED SUCH IN EACH ACCESS THEY PASS THROUGH. 16. TO ORDER INSPECTIONS CALL FLASH WHITTEMORE (206) 391-5074. THREE WORKING DAYS NOTICE TO ORDER INSPECTIONS CALL FLASH WHITTEMORE (206) 391-5074. THREE WORKING DAYS NOTICE IS REQUIRED. 17. LANDINGS ARE TO REMAIN CLEAR AND PEDESTRIAN PUSH BUTTONS MUST REMAIN EASILY LANDINGS ARE TO REMAIN CLEAR AND PEDESTRIAN PUSH BUTTONS MUST REMAIN EASILY ACCESSIBLE TO THE PUBLIC AT ALL TIMES. 18. ALL MATERIALS USED SHALL GO THROUGH THE SUBMITTAL PROCESS OUTLINED IN THE STANDARD ALL MATERIALS USED SHALL GO THROUGH THE SUBMITTAL PROCESS OUTLINED IN THE STANDARD SPECIFICATIONS. IF A PHYSICAL SAMPLE IS TO BE SUBMITTED, THE SAMPLE WILL BE DELIVERED TO THE CR SIGNAL SHOP. CLEARLY LABEL YOUR SAMPLE WITH THE PROJECT NAME AND THE COMPANY AND THE COMPANY CONTACT NUMBER. CALL CREW CHIEF AT (206) 386-1517 THE DAY BEFORE TO ARRANGE DELIVERY. 19. IF PLAN REQUIRES NEW STEEL STRAIN POLES TO BE INSTALLED, PLEASE NOTE; SIGNAL POLES IF PLAN REQUIRES NEW STEEL STRAIN POLES TO BE INSTALLED, PLEASE NOTE; SIGNAL POLES CAN TAKE 4 TO 6 MONTHS OF LEAD TIME TO ACQUIRE. PLEASE ORDER YOUR POLES AT THE EARLIEST POSSIBLE DATE. SHOP DRAWINGS AND DETAILS SHALL BE REVIEWED BY THE SIGNAL DESIGN ENGINEER. CALL (206) 684-5245 FOR INFORMATION. 20. ONLY ELECTRICAL CONTRACTORS WITH TRAFFIC SIGNAL CONSTRUCTION EXPERIENCE ARE ALLOWED ONLY ELECTRICAL CONTRACTORS WITH TRAFFIC SIGNAL CONSTRUCTION EXPERIENCE ARE ALLOWED TO WORK ON THE TRAFFIC SIGNAL ITEMS. INTERCONNECT TERMINATION AND POWERING UP AND DOWN OF SIGNALS IS EXCLUSIVELY HANDLED BY SDOT SIGNAL ELECTRICIANS. ALL OTHER SIGNAL RELATED WORK PERFORMED SHALL BE DONE BY A QUALIFIED SIGNAL CONTRACTOR AND INSPECTED UPON COMPLETION. 21. EXISTING SIGNAL SHALL REMAIN OPERATIONAL UNTIL TIME TO CUT OVER TO NEW INSTALLATION. EXISTING SIGNAL SHALL REMAIN OPERATIONAL UNTIL TIME TO CUT OVER TO NEW INSTALLATION. CONTRACTOR IS REQUIRED TO PROVIDE TRAFFIC CONTROL AND ONE OR MORE UNIFORMED POLICE OFFICERS DURING THE PERIOD THE SIGNAL IS DARK. SIGNAL CUT OVER SHALL NOT BE SCHEDULED UNTIL THE INSPECTOR HAS SIGNED OFF ON THE CHECKOUT LIST. CUT OVER SHALL BE SCHEDULED WITH SIGNAL OPERATIONS OFFICE AT LEAST 5 WORKING DAYS IN ADVANCE.
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SIGNAL GENERAL NOTES
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1. ALL WORK MUST CONFORM TO THE SEATTLE DEPARTMENT OF CONSTRUCTION AND ALL WORK MUST CONFORM TO THE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS (SDCI) DIRECTOR'S RULE 4-2011, REQUIREMENTS FOR DESIGN AND CONSTRUCTION OF SIDE SEWERS. 2. THE PERMITTEE MUST MAINTAIN DRAINAGE AND SEWER SERVICE TO PRIVATE THE PERMITTEE MUST MAINTAIN DRAINAGE AND SEWER SERVICE TO PRIVATE PROPERTY DURING CONSTRUCTION. 3. RELAY OR REPAIR OF SERVICE DRAINS/SIDE SEWERS NOT SHOWN FOR CONSTRUCTION RELAY OR REPAIR OF SERVICE DRAINS/SIDE SEWERS NOT SHOWN FOR CONSTRUCTION ON THE APPROVED PLAN MUST BE UNDER SEPARATE PERMIT FROM SDCI. 4. WHEN SHOWN ON THE APPROVED PLAN, RELAY EXISTING SERVICE DRAINS/SIDE WHEN SHOWN ON THE APPROVED PLAN, RELAY EXISTING SERVICE DRAINS/SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AND RECONNECT WITH SHIELDED FLEXIBLE REPAIR COUPLINGS PER SPECIFICATIONS 7-17.3(2)E AND 9-05.18 AND AS APPROVED BY A REPRESENTATIVE OF THE CITY OF SEATTLE. 5. SERVICE DRAIN/SIDE SEWER PIPE MUST BE OF A MATERIAL APPROVED BY A SERVICE DRAIN/SIDE SEWER PIPE MUST BE OF A MATERIAL APPROVED BY A REPRESENTATIVE OF THE CITY OF SEATTLE, FROM THE FOLLOWING, IN ORDER OF PRECEDENCE: A) DIP WHEN MINIMUM CLEARANCES REQUIRED IN SPECIFICATION 1-07.17(2) ARE NOT DIP WHEN MINIMUM CLEARANCES REQUIRED IN SPECIFICATION 1-07.17(2) ARE NOT MET. DIP MUST BE CEMENT MORTAR LINED DUCTILE IRON PIPE PER SPECIFICATION 9-05.3. JOINTS MUST BE RUBBER GASKET, PUSH-ON OR MECHANICAL. BEDDING MUST BE CLASS D PER SPECIFICATION 7-17.3(1)D. B) MATCH EXISTING PIPE MATERIAL. BEDDING MUST BE CLASS B PER SPECIFICATION MATCH EXISTING PIPE MATERIAL. BEDDING MUST BE CLASS B PER SPECIFICATION 7-17.3(1) FOR EACH PIPE MATERIAL. C) PVC PIPE AND FITTINGS MUST BE PER ASTM D 3034, SDR35 (MIN), WITH RUBBER PVC PIPE AND FITTINGS MUST BE PER ASTM D 3034, SDR35 (MIN), WITH RUBBER GASKET JOINTS OR SCHEDULE 40 PER ASTM D1785 WITH SOLVENT WELDED JOINTS. BEDDING MUST BE CLASS B PER SPECIFICATION 7-17.3(1)B. 6. SERVICE DRAINS/SIDE SEWERS MUST NOT BE BACKFILLED UNTIL THE PIPE HAS BEEN SERVICE DRAINS/SIDE SEWERS MUST NOT BE BACKFILLED UNTIL THE PIPE HAS BEEN INSPECTED AND APPROVED AND THE SLOPE, LOCATION AND DEPTH IS RECORDED. 7. THE PERMITTEE IS RESPONSIBLE FOR AS-BUILT RECORD INFORMATION FOR ALL WORK THE PERMITTEE IS RESPONSIBLE FOR AS-BUILT RECORD INFORMATION FOR ALL WORK ON SERVICE DRAINS/SIDE SEWERS.
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SIDE SEWER NOTES
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1. CATCH BASIN CONNECTIONS AND INLET CONNECTIONS MUST BE 8" DIAMETER. PIPE CATCH BASIN CONNECTIONS AND INLET CONNECTIONS MUST BE 8" DIAMETER. PIPE MUST BE CEMENT MORTAR LINED DUCTILE IRON CLASS 50 (MIN) PER SPECIFICATION 9-05.3. FITTINGS MUST BE CEMENT MORTAR LINED DUCTILE IRON. JOINTS MUST BE RUBBER GASKET, PUSH-ON OR MECHANICAL. 2. BEDDING MUST BE CLASS D WITH SELECT NATIVE MATERIAL. BEDDING MUST BE CLASS D WITH SELECT NATIVE MATERIAL. 3. CATCH BASIN CONNECTIONS MUST BE PLACED AT A MINIMUM SLOPE OF 2% AND A CATCH BASIN CONNECTIONS MUST BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 100% PER STANDARD PLAN NO. 261 AND SPECIFICATION 7-08.3(4). 4. INLET CONNECTIONS MUST BE PLACED AT A MINIMUM SLOPE OF 5% AND A MAXIMUM INLET CONNECTIONS MUST BE PLACED AT A MINIMUM SLOPE OF 5% AND A MAXIMUM SLOPE OF 50% PER SPECIFICATION 7-08.3(5). 5. CATCH BASINS AND INLETS MUST BE LOCATED PER STANDARD PLAN NO. 260A AND CATCH BASINS AND INLETS MUST BE LOCATED PER STANDARD PLAN NO. 260A AND 260B. 6. TELEVISION INSPECTION OF CATCH BASIN CONNECTIONS MUST BE PER SPECIFICATION TELEVISION INSPECTION OF CATCH BASIN CONNECTIONS MUST BE PER SPECIFICATION 7-17.3(3)G. 7. CONTRACTORS ARE NOT ALLOWED TO CORE INTO MAINS OR STRUCTURES WITHOUT PRIOR CONTRACTORS ARE NOT ALLOWED TO CORE INTO MAINS OR STRUCTURES WITHOUT PRIOR APPROVAL FROM SPU. TO SCHEDULE CORE TAPS, CONTACT SPU AT 206-615-0511 A MINIMUM OF 48 HOURS IN ADVANCE. SPU SHALL BE ON SITE PRIOR TO THE START OF CONTRACTOR PERFORMED CORE TAP. CONTRACTORS PERFORMING CORE TAPS MUST PROVIDE THE COUPON OF REMOVED MATERIAL TO SPU.
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DRAINAGE AND CB INLET NOTES
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1. APPLICATION FOR A NEW METERED WATER SERVICE AND PAYMENT OF ALL FEES IS APPLICATION FOR A NEW METERED WATER SERVICE AND PAYMENT OF ALL FEES IS REQUIRED BEFORE SERVICE WILL BE AVAILABLE. 2. APPLICANT WILL NEED A WATER AVAILABILITY CERTIFICATE (WAC) AND LEGAL DESCRIPTION APPLICANT WILL NEED A WATER AVAILABILITY CERTIFICATE (WAC) AND LEGAL DESCRIPTION OF PROPERTY WHEN SUBMITTING THE APPLICATION. TO OBTAIN A WAC, PLEASE CONTACT THE DEVELOPMENT SERVICES OFFICE AT (206) 684-3333 OR [email protected]. . 3. ALL WATER SERVICES SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY AND WITHIN THE ALL WATER SERVICES SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY AND WITHIN THE FRONTAGE OF THE PARCEL BEING SERVED. 4. WATER SERVICES SERVING PARCELS WITHOUT FRONTAGE TO THE PUBLIC RIGHT OF WAY WATER SERVICES SERVING PARCELS WITHOUT FRONTAGE TO THE PUBLIC RIGHT OF WAY (SUCH AS UNIT LOT SUBDIVISIONS) OR LANDLOCKED PARCELS SHALL BE SERVED BY A PRIVATE WATER SERVICE EXTENDING FROM THE WATER METER TO THE PARCEL BEING SERVED. THE WATER SERVICE SHALL BE INSTALLED IN A DEDICATED EASEMENT. THE EASEMENT SHALL BE OBTAINED BY THE DEVELOPER, RECORDED, AND A COPY SHALL BE PROVIDED TO SEATTLE PUBLIC UTILITIES (SPU) AT THE TIME OF APPLICATION SUBMITTAL. 5. ALL WATER SERVICES PIPING ON PROPERTY MUST BE INSPECTED PRIOR TO BACKFILLING ALL WATER SERVICES PIPING ON PROPERTY MUST BE INSPECTED PRIOR TO BACKFILLING TRENCH. CONTACT (206) 684-5800 TO REQUEST AN INSPECTION. 6. CUSTOMERS ARE REQUIRED TO INSTALL AN APPROVED AIR GAP OR REDUCED-PRESSURE CUSTOMERS ARE REQUIRED TO INSTALL AN APPROVED AIR GAP OR REDUCED-PRESSURE BACKFLOW ASSEMBLY (RPBA/RPDA) ON ALL WATER SERVICE CONNECTIONS POSING A HIGH HEALTH CROSS-CONNECTION HAZARD (PURSUANT TO WAC 246-290-490). BACKFLOW PREVENTION IS ALSO REQUIRED ON WATER SERVICE CONNECTIONS SUCH AS FIRE SERVICES, IRRIGATION SERVICES, BUILDINGS EXCEEDING THREE STORIES OR 30 FT. IN HEIGHT ABOVE THE METER (MEASURED TO THE HIGHEST WATER FIXTURE), AND MAY BE REQUIRED FOR OTHER WATER SERVICES. SPU AND KING COUNTY HEALTH DEPARTMENT (KCHD) ARE THE ADMINISTRATIVE AUTHORITIES ENGAGED IN A JOINT PROGRAM IDENTIFYING ACTUAL AND POTENTIAL CROSS-CONNECTIONS BETWEEN THE PUBLIC WATER SUPPLY AND POSSIBLE SOURCES OF CONTAMINATION. FOR ANSWERS TO SPECIFIC CROSS-CONNECTION CONTROL QUESTIONS OR TO REQUEST AN INSPECTION, PLEASE CALL (206) 684-3536.
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WATER SERVICE NOTES
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
·
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B
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9
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2" PEI-B IP GAS (RS, PL)
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ASPHALT
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DRIVEWAY
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CONC BASE FOR SIGN
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CONNECTION PER DESIGN*
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STORM FILTER RIM=313.79 IE 8"(S) DI=310.22 (DESIGN*)
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DOUBLE YELLOW LINE
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DOUBLE YELLOW LINE
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2" PEI-B IP (RS, PL)
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TSB
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1-1/4" GAS (RS, RL)
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4" (RL)
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18" VC PSS
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18" DI PSD
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(RL)
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DRIVEWAY
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EB (SL)
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EB (SL)
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EB (SL)
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EB (SL)
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EB (TS)
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EB (SL)
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18" VC PSS
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18" DI PSD
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CONC BREAKS (TYP)
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10" MPL
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GV
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1" DEC
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11" MPL
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3" MPL
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3" MPL
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3" MPL
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CB I RIM=315.37 IE 4"(S)=313.27
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DMH (48") RIM=313.94 IE 18"(N) DI=306.37 IE 18"(S) DI=306.31
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CB II RIM=313.31 IE 8"(NW) DI=309.71 IE OIL/H20 SEP (SE)=309.14
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COD
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10" MPL
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POLE FOR FUTURE UTILITIES (METAL ON CONC BASE)
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LP (METAL ON MEAL BASE)
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POLE FOR FUTURE UTILITIES (METAL ON CONC BASE)
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16" MPL
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15" MPL
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WM
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FH
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SIGN
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SIGN
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9" DEC
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16" DEC
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14" MPL
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16" DEC
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18" MPL
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12" MPL
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LP (METAL ON CONC BASE)
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%%U315.81
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%%UTC 314.28 (EX)
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%%UTC 314.05 (EX)
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FL 315.50 (EX)
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FL 315.25 (EX)
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23RD AVE
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PROPERTY LINE (TYP)
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35.0'
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35.0'
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70.0'
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70.0'
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8" SSS
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8" SD
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8" SSS
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8" SD
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BUILDING CANOPY, SEE NOTE 8
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EX UTILITY POLE TO BE REMOVED
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EX FH TO REMAIN
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N00° 00' 00.45"E 493.35'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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REVISED AS-BUILT
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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SHEET
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OF
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DESIGNED
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CHECKED
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DRAWN
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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VAULT SERIAL NO.
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SDOT PROJECT NO.
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DATE
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MARK
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NATURE
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REVISIONS
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MADE
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CHK'D
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REV'D
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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SIDEWALK AND LANDSCAPING IMPROVEMENTS
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MIDTOWN
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31745
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XX-XX-18
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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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10
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0
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10
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20
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SCALE IN FEET
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MATCHLINE: STA 12+00.00
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SEE SHEET 4
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E SPRING AVE
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STATION EQUATION: STA 14+93.35 23RD AVE = STA 40+00.00 E SPRING AVE
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23RD AVE - PLAN (SOUTH)
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3
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND SLOPED AT 2% MAX. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: 23RD AVE: ACER RUBRUM 'BOWHALL' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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CONSTRUCTION NOTES:
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NOTES:
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
·
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A
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9
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RAMP
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RAMP
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SINGLE DASHED WHITE LINE
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GARBAGE CAN
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WALL
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BUS STOP SHELTER
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12" DI WATER (RS, PL)
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CONNECTION PER DESIGN*
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SINGLE WHITE LINE
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TSB
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EB
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WVLT
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TSB
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TSB
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TSB
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PVLT
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PVLT
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PVLT
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ART FEATURES
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PVLT
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AWNING
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DRIVEWAY
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EB (SL)
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EB (TC)
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EB (SL)
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2" PEI-B IP GAS (RS, PL)
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12" DI WATER (RS, RL)
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(RS, PL)
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EB (SL)
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EB (TC)
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ANCHOR WIRE FOR TROLLEY
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18" DI PSD
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8" DI PSD
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18" DI PSD
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8" DI PSD
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8" DI PSD
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12" CONC PSS
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2" PEI-B IP GAS (RS, PL)
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18" DI PSD
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18" VC PSS
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18" VC PSS
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CONC BREAKS (TYP)
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CONC BREAKS (TYP)
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DMH (48") RIM=318.68 IE 18"(N,S) DI=311.08
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DMH (48") RIM=318.40 IE 18"(N,S) DI= 310.12 (DESIGN*)
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LP (METAL ON MEAL BASE)
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FH
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TSP
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PED BUTTON
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CB II (48") RIM=318.61 IE 8"(NW) DI=315.74 (W/ OIL H20 SEP)
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DMH (48") RIM=318.54 IE 18"(N,S) DI=310.33 (DESIGN*)
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E
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PED SIG
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CB II (48") RIM=318.51 IE 8"(N) DI=314.81 IE 8"(S) DI=314.94 (W/ OIL/H20 SEP)
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TSP
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BUS SIGN
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LP (METAL ON CONC BASE)
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14" MPL
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POLE FOR FUTURE UTILITIES (METAL ON CONC BASE)
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LP (METAL ON MEAL BASE)
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3" MPL
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POLE FOR X-WALK BUTTON
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TSP
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WM
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PED SIG
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TSP
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MASTER BM SNV-2529 ELEV=318.56
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SMH (48") RIM=318.87 IE 18"(N,S) VC CTR CHAN=305.32
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DMH (96") RIM=318.48 IE 8"(N) DI=314.58 (DESIGN*) IE 8"(W) DI=314.70 (DESIGN*) IE 8"(E) DI=312.28 (DESIGN*)
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LTF
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TMH
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%%U318.53
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%%UTC 318.40 (EX)
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23RD AVE
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PROPERTY LINE (TYP)
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E UNION ST
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STATION EQUATION STA 10+00.00 23RD AVE= STA 20+00.00 E UNION ST
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35.0'
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35.0'
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EX ADA RAMP TO REMAIN
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EX PEDESTRIAN PUSH BUTTON TO REMAIN
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8" SD
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BENCH, TYP. (ANNUAL PERMIT #_____)
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STA 11+6.09 4" DOMESTIC WATER SERVICE
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N00° 00' 00.45"E 493.35'
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N87° 53' 56.81"E 154.66'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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REVISED AS-BUILT
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.............................................................
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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OF
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DRAWN
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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...................................................
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20.....
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20.....
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...................................................
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VAULT SERIAL NO.
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SDOT PROJECT NO.
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DATE
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MARK
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NATURE
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REVISIONS
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MADE
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CHK'D
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REV'D
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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SIDEWALK AND LANDSCAPING IMPROVEMENTS
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MIDTOWN
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E
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T
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E
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E
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G
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A
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31745
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P
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XX-XX-18
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XX-XX-18
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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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SEE SHEET 5 FOR E UNION ST IMPROVEMENTS
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10
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5
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0
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10
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20
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SCALE IN FEET
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MATCHLINE: STA 12+00.00
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SEE SHEET 3
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23RD AVE - PLAN (NORTH)
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4
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND SLOPED AT 2% MAX. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: 23RD AVE: ACER RUBRUM 'BOWHALL' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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NOTES:
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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CONSTRUCTION NOTES:
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W
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
·
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C
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9
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AWNING
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DRIVEWAY
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RAMP
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RAMP
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SINGLE DASHED WHITE LINE
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SINGLE WHITE LINE
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DOUBLE YELLOW LINE
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SINGLE WHITE DASHED LINE
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CONC
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ASPHALT
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BUILDING
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CONC WALK
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CONNECTION PER DESIGN*
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TRAFFIC SIGNAL LOOP (TYPICAL)
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WVLT
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TSB
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PVLT
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PVLT
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PVLT
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ART FEATURES
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PVLT
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EB (SL)
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EB (TC)
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EB (SL)
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12" DI WATER (RS, RL)
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(RS, PL)
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2" GAS (RS, RL)
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1-1/2" GAS (RS, RL)
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EB (TC)
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ANCHOR WIRE FOR TROLLEY
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18" DI PSD
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8" DI PSD
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18" DI PSD
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8" DI PSD
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8" DI PSD
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12" CONC PSS
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12" CI WATER (RS, PL)
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SCL VAULT/GATE (NO PAINTED CONNECTION)
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2" PEI-B IP GAS (RS, PL)
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18" VC PSS
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CONC BREAKS (TYP)
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317.1
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POLE FOR FUTURE UTILITIES (METAL ON CONC BASE)
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GV
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DMH (48") RIM=318.68 IE 18"(N,S) DI=311.08
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13" MPL
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DMH (48") RIM=318.40 IE 18"(N,S) DI= 310.12 (DESIGN*)
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LP (METAL ON MEAL BASE)
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FH
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TSP
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PED BUTTON
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POLE FOR FUTURE UTILITIES (METAL ON CONC BASE)
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CB II (48") RIM=318.61 IE 8"(NW) DI=315.74 (W/ OIL H20 SEP)
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DMH (48") RIM=318.54 IE 18"(N,S) DI=310.33 (DESIGN*)
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E
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EB
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PED SIG
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CB II (48") RIM=318.51 IE 8"(N) DI=314.81 IE 8"(S) DI=314.94 (W/ OIL/H20 SEP)
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TSP
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E
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EB
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POLE FOR X-WALK BUTTON
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TSP
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PED SIG
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TSP
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MASTER BM SNV-2529 ELEV=318.56
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GV
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SIGN
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SIGN
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SIGN
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10" DEC
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12" DEC
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LP,UP,UG (WOOD)
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GUY
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LP (METAL ON CONC BASE)
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BOL
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DMH (96") RIM=318.48 IE 8"(N) DI=314.58 (DESIGN*) IE 8"(W) DI=314.70 (DESIGN*) IE 8"(E) DI=312.28 (DESIGN*)
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LTF
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TMH
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WM
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10" MPL
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%%U318.60 (EX)
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%%U317.86
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%%U318.02
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%%UTC 317.70 (EX)
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BC 317.30 (EX)
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%%UTC 317.55 (EX)
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BC 317.15 (EX)
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%%U318.90
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%%UTC 318.56 (EX)
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E UNION ST
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PROPERTY LINE (TYP)
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23RD AVE
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STATION EQUATION: STA 20+00.00 23RD AVE= STA 10+00.00 E UNION ST
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45.0'
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45.0'
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EX ADA RAMP TO REMAIN
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PROTECT ART FEATURES TO REMAIN
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N87° 53' 56.81"E 154.66'
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N00° 00' 00.45"E 493.35'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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10
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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REVISED AS-BUILT
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.............................................................
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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SHEET
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OF
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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VAULT SERIAL NO.
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SDOT PROJECT NO.
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DATE
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MARK
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NATURE
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REVISIONS
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MADE
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CHK'D
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REV'D
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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SIDEWALK AND LANDSCAPING IMPROVEMENTS
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MIDTOWN
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E
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T
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G
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N
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I
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A
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B
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E
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N
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A
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D
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R
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E
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G
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N
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E
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L
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A
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S
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E
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F
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31745
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XX-XX-18
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XX-XX-18
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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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SEE SHEET 3 FOR 23RD AVE IMPROVEMENTS
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MATCHLINE: STA 21+50.00
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SEE SHEET 6
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10
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5
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0
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10
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20
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SCALE IN FEET
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E UNION ST - PLAN (WEST)
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5
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND SLOPED AT 2% MAX. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: 23RD AVE: CORNUS 'EDDIES WHITE WONDER' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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CONSTRUCTION NOTES:
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NOTES:
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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C
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DRIVEWAY
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DRIVEWAY
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ASPH
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DRIVEWAY
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CONC WALK
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CONC WALK
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BRICK
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RAMP
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RAMP
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WALL
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BIKE RACK
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GRAVEL
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BUS STOP SHELTER
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FIELD LOCATED OVERHEAD UTILITY LINE NEAREST TO PROPERTY LINE. 5 LINES WERE LOCATED WITH ELEVATIONS FROM 337.0 TO 349.2
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GARBAGE CAN
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TROLLEY LINES ABOVE
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SINGLE WHITE LINE
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DRIVEWAY
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2" PEI-A IP (RS, PL)
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2" MPE GAS (RS, RL)
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2" PE GAS (RS, PL)
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1-1/2" GAS (RS, RL)
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2" MPEI IP GAS (RS, PL)
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PSS
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6" PSD (RL)
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TROLLEY LINES ABOVE
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BUILDING LOCATED AT TOP OF PARAPET
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10" VC PS
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GRASS
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BUILDING UNDER CONSTRUCTION, NOT ACCESSIBLE PAST BACK OF WALK
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8" CI WATER (RS, PL)
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1.5' DIAMETER STEEL RIM W/ CONC LID (UNABLE TO OPEN)
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DOUBLE YELLOW LINE
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DOUBLE YELLOW LINE
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SIGN
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WIRES FROM OLD LIGHT POLE
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CDT
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BUS SIGN
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LP,UP,UG (WOOD)
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DMH RIM=315.83 IE 4"(N)=312.93 IE 4"(N)=312.83
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LTF (2003) LS 8393 0.0'N X 7.0'E
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PKF
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LTF
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CI RIM=315.22 IE 6"(S)=314.37
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DMH (48") RIM=315.34 IE 6"(N)=312.04
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DMH (48") RIM=315.92 IE 6"(N,SE)=313.52
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12" MPL
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SIGN
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GUY
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LP,UP,TSF (WOOD)
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SIGN
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WMH
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SMH (36") RIM=316.25 IE 10"(N,S) VC CTR CHAN= 303.80
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CI RIM=315.96 IE 4"(E)=314.86
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CI RIM=315.94 IE 6"(E)=314.84
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CI RIM=315.48 IE 6"(S)=314.63
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GV
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LP (METAL ON MEAL BASE)
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LP (METAL ON MEAL BASE)
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SIGN
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SIGN
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TMH
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LP,UP,UG (WOOD)
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UP (WOOD)
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FH
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SITE BM#1 MT-1 ELEV=315.90
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LP,UP,UP (WOOD)
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%%U317.66
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%%UTC 317.35 (EX)
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%%U316.84
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FL 316.20 (EX)
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%%UFL 316.00 (EX)
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E UNION ST
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STATION EQUATION: STA 23+18.66 E UNION ST = STA 30+00.00 24TH AVE
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24TH AVE
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EX METRO BUS SHELTER TO BE REMOVED
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ADA RAMP
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RETIRE EX GAS SERVICE BY PSE
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BUILDING CANOPY (TYP). SEE NOTE 8.
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PROPERTY LINE (TYP)
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N89° 30' 50.94"E 164.00'
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S00° 33' 24.06"E 483.05'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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OF
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DRAWN
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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VAULT SERIAL NO.
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MADE
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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MIDTOWN
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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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SEE SHEET 7 FOR 24TH AVE IMPROVEMENTS
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MATCHLINE: STA 21+50.00
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SEE SHEET 5
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0
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SCALE IN FEET
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E UNION ST - PLAN (EAST)
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6
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420 AND SLOPED AT 2% MAX. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: E UNION ST: CORNUS 'EDDIES WHITE WONDER' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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CONSTRUCTION NOTES:
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NOTES:
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
·
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8' CHAIN LINK FENCE
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CURB
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CURB
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ASPH
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EAVE
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BUILDING
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PVLT
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ROCKERY
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RAMP
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RAMP
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GM'S
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BIKE RACK
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CONC WALK
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DRIVEWAY
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8" CI WATER (RS, PL)
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2" PEI-A IP (RS, PL)
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DRIVEWAY
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1" COPPER WATER (RS, PL)
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DRIVEWAY
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(PL)
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(PL)
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(PL)
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(RL)
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DRIVEWAY
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6" PSD (RL)
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10" VC PS
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BUILDING UNDER CONSTRUCTION, NOT ACCESSIBLE PAST BACK OF WALK
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8" CI WATER (RS, PL)
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2" MPE IP GAS (RS, PL)
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5/8" MPE GAS (RS, RL)
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5/8" MPE GAS (RS, RL)
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SIGN
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5" MPL
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2" MPL
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MW
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CDT
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IWV
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IR
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IBX
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FDC
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DMH RIM=315.83 IE 4"(N)=312.93 IE 4"(N)=312.83
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LTF (2003) LS 8393 0.0'N X 7.0'E
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12" DEC
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WM
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CI RIM=315.22 IE 6"(S)=314.37
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DMH (48") RIM=315.92 IE 6"(N,SE)=313.52
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WM
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9" MPL
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10" MPL
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16" MPL
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12" MPL
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SIGN
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SIGN
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SMH (36") RIM=316.25 IE 10"(N,S) VC CTR CHAN= 303.80
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CI RIM=315.96 IE 4"(E)=314.86
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CI RIM=315.94 IE 6"(E)=314.84
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CI RIM=315.48 IE 6"(S)=314.63
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LP (METAL ON MEAL BASE)
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SIGN
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UP (WOOD)
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SITE BM#1 MT-1 ELEV=315.90
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%%U316.05
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%%U315.92
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%%UFL 316.00
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FL 315.38 (EX)
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6
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STATION EQUATION: STA XX 24TH AVE = STA XX E UNION ST
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E UNION ST
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BENCHES (TYP). SEE NOTE 8.
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STA. 31+13.71 DRIVEWAY PER COS STD PLAN 430A
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STA. 30+49.14 BEGIN PLANTER STRIP
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6" SSS
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6" SSS
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STA. 30+98.98 CONNECT 6" SSS TO 10" PS
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STA. 31+3.98 CONNECT 6" SSS TO 10" PS
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S00° 33' 24.06"E 483.05'
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N89° 30' 50.94"E 164.00'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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10
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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XX-XX-18
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XX-XX-18
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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60%%% SIP Approval Review Groups
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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SEE SHEET 6 FOR E UNION ST IMPROVEMENTS
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MATCHLINE: STA 32+00.00
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SEE SHEET 8
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: 24TH AVE: CORNUS 'EDDIES WHITE WONDER' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
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Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
·
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GATE
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8" CONC WALL
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8" CONC WALL
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DRIVEWAY
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CURB
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CONC STAIRS
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KEYSTONE WALL
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ROCKERY
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CONC
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RET WALL
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PLANTER
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CONC STAIRS
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CONC STAIRS
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DRIVEWAY
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DRIVEWAY
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8" CI WATER (RS, PL)
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DRIVEWAY
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DRIVEWAY
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5/8" PEI GAS (RS, RL)
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(PL)
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1" GAS (RS, RL)
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11" DEC
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%%U315.67
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24TH AVE
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SDCI PROJECT #3028872
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REVISED AS-BUILT
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INITIALS AND DATE
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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SCALE:
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APPROVED
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SIDEWALK AND LANDSCAPING IMPROVEMENTS
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MIDTOWN
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King County Metro
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60%%% SIP Approval Review Groups
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Name
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Date
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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MATCHLINE: STA 32+00.00
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SEE SHEET 7
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E SPRING AVE
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STATION EQUATION: STA 34+98.05 24TH AVE = STA 23+18.66 E SPRING AVE
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10
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SCALE IN FEET
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24TH AVENUE - PLAN (SOUTH)
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1. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. ALL UTILITY LIDS SHALL BE ADJUSTED TO FINISH GRADE. 2. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. STATION AND OFFSETS FOR CURBS ARE TO THE FACE OF CURB. 3. NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420, UNLESS NEW SIDEWALK PAVEMENT SHALL BE PER COS STD PLAN 420, UNLESS OTHERWISE SPECIFIED BY THE LANDSCAPE PLAN. SEE LANDSCAPE PLANS FOR PLANTINGS, JOINTING, SCORING, PAVEMENT COLOR, AND FURNISHINGS. 4. STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: STREET SPECIES FOR THE FOLLOWING STREET ARE SHOWN BELOW: 23RD AVE: CORNUS 'EDDIES WHITE WONDER' 5. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. PLANTING AREAS SHALL BE AMENDED PER COS STD PLAN 142. 6. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE ALL PAVEMENT RESTORATION SHALL BE PER CITY OF SEATTLE STANDARD PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH SDOT DIRECTOR'S RULE 01-2017: RIGHT-OF-WAY OPENING AND RESTORATION RULES (ROWORR) 7. PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH PAVEMENT RESTORATION FOR UTILITY TRENCHING IN ACCORDANCE WITH COS STD PLAN 404A FOR RIGID PAVEMENT AND 404C. 8. ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A ALL PRIVATE ENCROACHMENTS WITHIN THE RIGHT-OF-WAY REQUIRE A SEPARATE ANNUAL RENEWABLE NON-CONSTRUCTION STREET USE PERMIT. SEE PERMIT #XXXXXX FOR MORE INFORMATION.
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1 EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. EX STORM DRAIN CB/INLET TO REMAIN IN PLACE. 2 EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. EX STORM DRAIN MH TO REMAIN. PROTECT IN PLACE. 3 RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE RETIRE AND REMOVE EX WATER SERVICE BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 4 CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE CAP EXISTING SIDE SEWER/SERVICE DRAIN, UNDER SEPARATE PERMIT. 5 WATER SERVICES AND METERS ARE INSTALLED BY SPU AT THE OWNER'S EXPENSE UNDER SEPARATE PERMIT. 6 SIDE SEWERS AND SERVICE DRAINS ARE PERMITTED UNDER A SEPARATE SDCI PERMIT. 7 BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. BIKE RACKS AND BENCHES PER LANDSCAPE PLANS. 8 PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY PROTECT EX TREES TO REMAIN PER COS STD PLAN 132A. NOTIFY SDOT URBAN FORESTER FOR INSPECTION AND APPROVAL. 9 TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING TRAFFIC SIGNAL UTILITY POLE AND STREET LIGHTING INFRASTRUCTURE TO REMAIN, PROTECT IN PLACE. 10 EXISTING HANDHOLE OR VAULT TO REMAIN. PROTECT IN PLACE. ADJUST TO GRADE AS NECESSARY. 11 REMOVE STREET LIGHT INFRASTRUCTURE. REMOVE STREET LIGHT INFRASTRUCTURE. 12 RETIRE EXISTING GAS SERVICE. RETIRE EXISTING GAS SERVICE. 13 EX STREET TREE TO BE REMOVED. EX STREET TREE TO BE REMOVED. 14 EXISTING SIGNAGE TO BE REMOVED. EXISTING SIGNAGE TO BE REMOVED. 15 CLOSE EX DRIVEWAY PER COS STD PLAN 410C.CLOSE EX DRIVEWAY PER COS STD PLAN 410C.
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CONSTRUCTION NOTES:
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NOTES:
60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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PROPOSED BUILDING
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CONCRETE SIDEWALK PER COS STD PLAN 420
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EX CURB
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EX CONCRETE PAVEMENT TO REMAIN
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PROPOSED BUILDING
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CONCRETE SIDEWALK PER COS STD PLAN 420
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EX CONC CURB TO REMAIN (APPROX 5")
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EX CONCRETE PAVEMENT TO REMAIN
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A
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3
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SECTION - 23RD ST
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STA 10+51.87 TO STA 12+18.24
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1" = 2'
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B
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3
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SECTION - 23RD ST
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STA 12+18.24 TO 13+51.93
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1" = 2'
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STREET TREE BEYOND, SEE PLANS FOR TYPE. PLANT PER COS STD PLAN 100A. URBAN FORESTER TO INSPECT
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STREET TREE BEYOND, SEE PLANS FOR TYPE. PLANT PER COS STD PLAN 100A. URBAN FORESTER TO INSPECT
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2%
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2%
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VARIES
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VARIES
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TSR/ATT
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ICD/JDE
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AST
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TSR
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10
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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REVISED AS-BUILT
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...............................
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.............................................................
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...................................................
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INITIALS AND DATE
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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SHEET
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OF
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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VAULT SERIAL NO.
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DATE
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MADE
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CHK'D
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REV'D
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PROJECT MANAGER
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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MIDTOWN
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Name
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Name
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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TYPICAL ROADWAY SECTIONS
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9
60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
R
Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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PROPOSED BUILDING
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CONCRETE SIDEWALK PER COS STD PLAN 420
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EX CURB
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EX 3" ASPHALT OVER 5" CONCRETE PAVEMENT TO REMAIN
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PROPOSED BUILDING
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CONCRETE SIDEWALK PER COS STD PLAN 420
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EX CONC CURB TO REMAIN (APPROX 5")
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EX ASPHALT PAVEMENT TO REMAIN
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C
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5, 6
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SECTION - E UNION ST
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1" = 2'
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D
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7, 8
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SECTION - 24TH AVE
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1" = 2'
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STREET TREE BEYOND, SEE PLANS FOR TYPE. PLANT PER COS STD PLAN 100A. URBAN FORESTER TO INSPECT
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2%
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2%
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VARIES
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VARIES
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4.7'-6.7'
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4.7'-6.7'
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TSR/ATT
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ICD/JDE
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AST
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TSR
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SDCI PROJECT #3028872
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DRAWN
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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CHK'D
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INSPECTOR'S BOOK
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SCALE:
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FUND:
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APPROVED
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MIDTOWN
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E
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N
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I
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B
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Name
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Date
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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TYPICAL ROADWAY SECTIONS
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E
E
E
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E
S
D
S
D
S
D
S
D
S
D
S
D
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OH
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60% Complete Street Improvement Plan-NOT FOR CONSTRUCTION
City of Seattle
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Call 811two business daysbefore you dig
1601 5th Avenue, Suite 1600Seattle, WA 98101206.622.5822www.kpff.com
FOR REFERENCE ONLY
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RAMP
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6" PSD (RL)
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10" VC PS
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MW
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DMH (48") RIM=315.92 IE 6"(N,SE)=313.52
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CI RIM=315.94 IE 6"(E)=314.84
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CI RIM=315.48 IE 6"(S)=314.63
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LP (METAL ON MEAL BASE)
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SIGN
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SIGN
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LP,UP,UG (WOOD)
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TSR/ATT
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ICD/JDE
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AST
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TSR
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10
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______
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2301 E UNION ST
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SDCI PROJECT #3028872
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20.....
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REVISED AS-BUILT
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NAME OR INITIALS AND DATE
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VAULT PLAN NO.
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SHEET
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OF
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DESIGNED
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CHECKED
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DRAWN
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CHECKED
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DESIGN REVIEW
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REVIEWED:
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All work done in accordance with the City of Seattle Standard Plans and Specifi-
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cations in effect on the date shown above, and supplemented by Special Provisions.
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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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INSPECTOR'S BOOK
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SCALE:
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FUND:
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ORDINANCE NO.
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APPROVED
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MIDTOWN
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E
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Name
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Date
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Neighborhood Traffic
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Ped & Bike
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Pavement Management
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Roadway Structures
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SCL Street Lighting
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SCL Engineering (PRT)
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SIP Project manager
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SPU Real Estate Services
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SPU Water
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SPU Sewer/Drainage
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Street Lighting and Signal Design
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Urban Forestry
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Traffic Operations
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DETAILS
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%%UFL 315.97%%P
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%%UFL 315.97%%P
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%%UTC 316.17%%P
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FL 316.0%%P
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%%U316.25
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%%UTC 316.16%%p
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E UNION ST
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24TH AVE
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A
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7
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ADA RAMP DETAIL
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1" = 5'
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%%U316.33%%p