2026-040_Highland_Park_Way_SW_Connection_Plans.pdf

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

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

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0 1 2

VICINITY MAP

SEE LOCATION MAP

DETAIL AND SECTION REFERENCING

(TITLE)

(SCALE)

DETAIL REFERENCE NUMBER

SHEET ON WHICH DETAIL APPEARS

DETAIL REFERENCE NUMBER

("TYP" SPECIFIES THAT DETAIL IS

UNIFORMLY TYPICAL THROUGHOUT

PROJECT EXCEPT WHERE OTHERWISE NOTED.)

("VAR" SPECIFIES THAT DETAIL WAS

TAKEN FROM SEVERAL SHEETS.)

SECTION A-A

SECTION A-A IS SHOWN ON SHEET 32.

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A A

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SHEET DRAWING SHEET DESCRIPTION

01 CV01 COVER SHEET

02-03 NT01-NT02 GENERAL NOTES

04 AL01 ALIGNMENT

05 RS01 ROADWAY SECTIONS

06-10 SP01-SP05 SITE PREPARATION PLANS

11-16 LT01-LT06 LIGHTING PLANS

17-21 PV01-PV05 PAVING PLANS

22 CR01 CURB RAMP PLANS

23-27 CH01-CH05 CHANNELIZATION AND SIGNING PLANS

LOCATION MAP

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PROJECT LOCATION

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23002897Luke Larson (10/06/2026 12:21:20 PDT) Luke Larson https://seattlegov.na1.adobesign.com/verifier?tx=CBJCHBCAABAAKOgeQ98iP-0lJpFMmnQreVxKO78UKq8W

1. FOR REQUIREMENTS ON LAYOUT AND VERIFICATION OF CHANNELIZATION

FEATURES, SEE SECTION 8-22.3(1). REQUEST MUST BE MADE TO THE ENGINEER.

2. FOR SIGNING AND STRIPING DETAILS NOT SHOWN IN THESE DRAWINGS, SEE 600 SERIES AND

700 SERIES STANDARD PLANS.

3. COORDINATE PARKING/LOADING SIGN(S) AND PAY STATION REMOVAL/RELOCATION AND

INSTALLATION WITH SDOT CURBSPACE MANAGEMENT AT CURBSIDEOPS@SEATTLE.GOV AND

206-684-8175 WITH AT LEAST 10 BUSINESS DAYS NOTICE. SDOT WILL PERFORM THE WORK.

4. TO COORDINATE SDOT INSTALLATION OF SIGNS, SEE SECTION 8-21.3(1). ADVANCE NOTIFICATION

IS REQUIRED.

STORMWATER POLLUTION PREVENTION NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. THE CONTRACTOR MUST PREPARE A CONSTRUCTION STORMWATER AND EROSION CONTROL PLAN (CSECP), A TREE, VEGETATION AND SOIL PROTECTION PLAN (TVSPP) AND A SPILL PREVENTION

CONTROL AND COUNTERMEASURES PLAN (SPCCP) FOR APPROVAL BY THE ENGINEER PRIOR TO

CONSTRUCTION. SEE SECTIONS 1-07.15 AND 8-01.

1. FOR INLET CONNECTION BEND AND SLOPE RESTRICTIONS, SEE SECTION 7-08.3(5).

2. WHEN CONNECTING TO EXISTING SEWER AND DRAINAGE LINES, THE CONTRACTOR MUST VERIFY INVERT ELEVATIONS PRIOR TO CONSTRUCTION. DISCREPANCIES IN INVERT ELEVATIONS MUST BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

3. DUCTILE IRON PIPE BEDDING MUST BE CLASS B. SEE STD PLAN 285. TRENCH BACKFILL MUST BE

IMPORTED MINERAL AGGREGATE TYPE 17, AND IS NOT INCIDENTAL TO THE BID ITEMS.

4. ALL INLET AND CATCH BASIN PIPE RECONNECTIONS MUST USE FLEXIBLE GASKETED COUPLINGS

WITH STAINLESS STEEL SHIELDS PER SPECIFICATION 9-05.18.

5. SEATTLE PUBLIC UTILITIES (SPU) APPROVAL IS REQUIRED FOR ALL PROPOSED NEW CATCH BASINS, INLETS AND PIPES PRIOR TO FINAL SURFACE RESTORATION. CONTACT THE ENGINEER, 48 HOURS

IN ADVANCE.

6. DUCTILE IRON PIPE MUST BE ANSI A21.51 CLASS 50 WITH PUSH-ON JOINTS. FITTINGS FOR DUCTILE IRON PIPE MUST BE PER ANSI A21.10 OR ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS

ON MECHANICAL JOINT PIPE AND FITTINGS MUST BE DUCTILE. SEE SECTION 9-05.3.

7. MAINTENANCE HOLES AND CATCH BASINS WITH RING AND COVER CASTINGS MUST BE 7-INCH OR 10-INCH HEIGHT. WHERE CASTING IS WITHIN ROADWAY, 10-INCH MUST BE USED. SEE STANDARD

PLAN 230 AND SECTION 7-05.

8. PERFORM TELEVISION INSPECTION FOR ALL NEW MAINLINE STORM DRAIN PIPE, GREATER THAN 6-INCH IN DIAMETER, AND FOR ALL NEW CATCH BASIN CONNECTIONS. SEE SECTION 7-17.3(3)G.

9. INSTALL POLYETHLENE FOAM (PEF) PROTECTION IF LESS THAN 6-INCH CLEARANCE BETWEEN UTILITIES. PEF IS INCIDENTAL TO COST OF PIPE PER SECTION 7-08.5 AND 7-17.5. SEE SECTION

9-05.9(2)B FOR MATERIAL REQUIREMENTS.

GENERAL NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. PAVEMENT, SIDEWALK AND CURB REMOVALS MUST EXTEND TO EXISTING JOINTS, TO LIMITS IDENTIFIED AS "SAWCUT" ON THE DRAWINGS, OR TO LIMITS DETERMINED BY THE ENGINEER. SEE

SECTION 2-02.3.

2. ALL JOINTS AT THE MEET LINES OF NEW CONSTRUCTION AND EXISTING SURFACES MUST BE BUTT

JOINTS. SEE SECTION 5-04.3(10)B.

3. LONGITUDINAL JOINTS MUST BE COORDINATED WITH THE CHANNELIZATION DRAWINGS. LONGITUDINAL JOINTS MUST BE AT A LANE LINE OR EDGE OF TRAVELED WAY UNLESS APPROVED OTHERWISE IN

WRITING BY THE ENGINEER. SEE SECTION 5-05.3(8)E2.

4. PAVING AROUND INLETS AND CATCH BASINS MUST BE SLOPED TO ESTABLISH A DRAINAGE

TRANSITION ZONE PER STANDARD PLAN 260A.

5. THE ENGINEER WILL DIRECT THE LOCATIONS OF PRELEVELING. SEE SECTION 5-04.3(4)B2.

6. PRIOR TO SAWCUTS AND REMOVALS, THE CONTRACTOR MUST HAVE THE LIMITS VERIFIED BY THE

ENGINEER.

7. IF AN EXISTING WATER VALVE BOX REQUIRES ADJUSTMENT, IT MUST BE DONE BY EXCAVATING THE CASTING AND VERTICALLY ADJUSTING THE TOP SECTION OF THE VALVE BOX. THE FLANGE MUST

BE CAST IN TO SURROUNDING PAVEMENT AS SHOWN ON STD PLAN 315. DO NOT USE

EXTENSION RINGS. SEE SECTION 7-20.3(1)A.

8. CONTRACTOR MUST ADJUST CASTINGS IN ACCORDANCE WITH SECTION 7-20. CASTINGS MUST BE ADJUSTED TO FINISH GRADE PRIOR TO CONSTRUCTION OF FINAL SURFACE COURSE PER SECTION

5-04.3(9)B. WORN OR BROKEN CASTINGS TO BE REPLACED MUST BE REPLACED PRIOR TO

INSTALLATION OF THE FINAL SURFACE.

9. NEW LOOP DETECTORS MUST BE INSTALLED IN THE PAVEMENT SUBLAYER PRIOR TO FINAL

WEARING COURSE PAVING. SEE SECTION 8-31.3(5)A. WHEN INSTALLING IN NEW FULL DEPTH

CONCRETE PAVEMENT WITHOUT ASPHALT SURFACING, THE LOOPS MUST BE PREFORMED PER

SECTION 8-31.3(5)B.

ROADWAY NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

SIGNING & CHANNELIZATION NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

DRAINAGE NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

CURB RAMP NOTES:

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. ALL NEWLY CONSTRUCTED PEDESTRIAN ACCESS ROUTES INCLUDING SIDEWALK AND CURB RAMPS

MUST MEET CURRENT ADA STANDARDS AND GUIDELINES (2010 ADA STANDARDS, PROWAG 2023)

TO THE MAXIMUM EXTENT FEASIBLE.

2. WHERE THE DRAWINGS DENOTE "MEF" FOR CURB RAMP ELEMENTS, THIS DESIGNATION IS FOR THE

REFERENCE ONLY AND MUST BE FIELD VERIFIED BY THE ENGINEER. THE CONTRACTOR MUST

NOTIFY THE ENGINEER PER SECTION 8-14.3(7) AND ALLOW THE ENGINEER THE OPPORTUNITY TO INSPECT THE CURB RAMP LAYOUT AND DIRECT ADJUSTMENTS AS NECESSARY. EVERY EFFORT WILL

BE MADE TO ACHIEVE AN ADA COMPLIANT RAMP.

3. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF A CURB RAMP CANNOT BE CONSTRUCTED PER

THE DRAWINGS, RESULTING IN NON-COMPLIANT SLOPES AND/OR DIMENSIONS. PRIOR TO

INSTALLING THE CURB RAMP, THE ENGINEER MUST APPROVE THE CURB RAMP LAYOUT.

4. PEDESTRIAN ACCESS THROUGH THE PROJECT MUST BE MAINTAINED IN COMPLIANCE WITH SDOT

PEDESTRIAN MOBILITY IN AND AROUND WORK ZONES, DIRECTOR'S RULE 10-2015, AND SDOT

2024 TRAFFIC CONTROL MANUAL FOR IN-STREET WORK.

5. FOR ASSET MANAGEMENT PURPOSES, THIS PROJECT INCLUDES THE FOLLOWING:

NEW CURB RAMPS 2

REBUILT CURB RAMPS 0

PROJECT TOTAL 2

1. ALL WORK MUST CONFORM TO THE 2026 EDITION OF THE CITY OF SEATTLE STANDARD

SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, THE 2026 EDITION OF THE CITY OF SEATTLE STANDARD PLANS FOR MUNICIPAL CONSTRUCTION, AND THE SEATTLE DEPARTMENT OF TRANSPORTATION DIRECTOR'S RULE 01-2017 FOR STREET AND SIDEWALK PAVEMENT OPENING

AND RESTORATION. A COPY OF THESE DOCUMENTS MUST BE ONSITE DURING CONSTRUCTION.

2. FOR REQUIREMENTS REGARDING THE PROTECTION AND RESTORATION OF PUBLIC AND PRIVATE

PROPERTY SEE SECTIONS 1-07.16 & 1-07.17.

3. THE CONTRACTOR IS RESPONSIBLE FOR REFERENCING AND REPLACING ALL SURVEY MONUMENTS THAT MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND AT LEAST 2 WORKING DAYS PRIOR TO THE WORK, MUST FILE AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A

SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES,

PURSUANT TO WAC 332-120. THE CONTRACTOR MUST PROVIDE THE ENGINEER AND SPU LAND

SURVEY WITH A COPY OF THE APPROVED PERMIT AND COMPLETION REPORT.

SEE STANDARD SPECIFICATION 1-07.28 ITEM 17.

4. TREES, SHRUBS AND OTHER PLANT MATERIAL NOT DESIGNATED FOR REMOVAL MUST BE PROTECTED FROM DAMAGE. SEE SECTIONS 1-07.16(2) AND 8-01 FOR REQUIREMENTS REGARDING THE TREE, VEGETATION AND SOIL PROTECTION PLAN.

5. THE PROJECT WILL INVOLVE EXCAVATION OVER CHARGED WATER MAINS. FOR PROTECTION OF THIS INFRASTRUCTURE, SEE SECTIONS 1-07.16(1) AND 2-02.3(3)C. CONTRACTOR MUST NOT REPAIR

DAMAGE TO CHARGED WATER MAINS OR SERVICES BUT MUST IMMEDIATELY NOTIFY THE SPU

EMERGENCY DISPATCHER AT 206-386-1800.

6. THE CONTRACTOR MUST NOTIFY THE UTILITIES FOR UNDERGROUND UTILITY LOCATIONS BEFORE COMMENCEMENT OF ANY EXCAVATION. ADVANCE NOTIFICATION IS REQUIRED. SEE SECTION 1-07.28.

7. FOR NOTIFICATION AND COORDINATION REQUIREMENTS, INCLUDING COMMUNICATION WITH KCM

TRANSIT, SEE SECTIONS 1-07.17 AND 1-07.28.

8. ALL EXCAVATIONS ADJACENT TO SEATTLE CITY LIGHT POLES OR OTHER FACILITIES (VAULTS, HANDHOLES, ETC.) MUST COMPLY WITH WAC 296-155 PART N, EXCAVATION, TRENCHING AND

SHORING. POLE PROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING MUST COMPLY

WITH WAC 296-155-655, GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND MUST NOT AFFECT

THE STRUCTURAL INTEGRITY OF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER THE

SYSTEMS HAVE BEEN REMOVED.

1. SEE APPENDIX OF PROJECT MANUAL FOR SURVEY CONTROL SHEETS.

SURVEY CONTROL NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES

MUST BE COORDINATED THROUGH THE KING COUNTY METRO SYSTEM IMPACTS WORKGROUP. FOR

NOTIFICATION AND GUIDELINES, PLEASE VISIT HTTPS://KINGCOUNTY.GOV/EN/DEPT/METRO/ABOUT/

CONTRACTOR-RESOURCES/TRANSIT-SYSTEM-IMPACTS OR CONTACT CONSTRUCTION COORDINATORS

AT 206-477-1140. PLEASE PROVIDE TEN (10) BUSINESS DAYS NOTIFICATION FOR BUS REROUTES

AND FIVE (5) BUSINESS DAYS FOR BUS STOP IMPACTS.

2. TO SCHEDULE SHELTER REMOVAL, PLEASE CONTACT PLANSREVIEW@KINGCOUNTY.GOV TO SCHEDULE

REMOVAL. PLEASE NOTE THAT METRO REQUIRES 3 WEEKS PRIOR NOTIFICATION FOR REMOVAL.

3. PLEASE SEE FOLLOWING URL FOR INFORMATION ABOUT KING COUNTY METRO DESIGN STANDARDS:

HTTPS://KINGCOUNTY.GOV/DEPTS/TRANSPORTATION/METRO/ABOUT/CONSTRUCTION-CONTRACTORS/

CAPITAL-DELIVERY.ASPX

4. PRIOR TO CONSTRUCTION OF METRO FOOTINGS AND FACILITIES, PLEASE CONTACT METRO

INSPECTORS AND CONSTRUCTION AT BUSSTOPINSPECTIONS@KINGCOUNTY.GOV OR BY PHONE AT

206-263-2381. PLEASE NOTE THAT METRO REQUIRES NOTICE OF AT LEAST THREE WEEKS IN

ADVANCE TO SCHEDULE AN INSPECTION. ALL METRO FOOTINGS MUST BE INSPECTED AND

APPROVED BY METRO INSPECTORS BEFORE ANY CONCRETE IS POURED.

5. AFTER SHELTER FOOTING INSPECTION AND COMPLETED CONSTRUCTION, PLEASE CONTACT

PLANSREVIEW@KINGCOUNTY.GOV TO SCHEDULE SHELTER FRAME INSTALLATION AND BUS STOP

FLAGPOST INSTALLATION.

6. FOR ENGINEERING DESIGN QUESTIONS, PLEASE CONTACT KALE CHANG YUEN AT 206-263-0885

OR COLIN ASQUITH AT 206-477-5984 FOR ASSISTANCE.

7. PER SECTION 810 OF THE ADA STANDARDS FOR TRANSPORTATION FACILITIES, THE CROSS-SLOPE OF A BUS STOP BOARDING AND ALIGHTING AREA SHALL NOT BE STEEPER THAN 1:48 (~2%). THIS

STANDARD APPLIES TO ANY NEW OR MODIFIED BUS STOP.

8. THE CONSTRUCTION COORDINATOR (CONSTRUCTION.COORD@KINGCOUNTY.GOV) AND TRANSIT ROUTE FACILITIES PLANNER FOR THE AREA MUST BE INCLUDED IN THE PRE-CONSTRUCTION MEETINGS

BETWEEN THE CONTRACTOR, CONSTRUCTION MANAGEMENT FIRMS AND SDOT BEFORE THE NOTICE

TO PROCEED IS ISSUED.

GENERAL KING COUNTY METRO NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS:

PC

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ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

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R E

VI

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U R E

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FAS PURCHASING AND CONTRACTING DIRECTOR

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HIGHLAND PARK WAY SW

CONNECTION

02 27

GENERAL NOTES

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1. ALL DISCONNECTIONS: TEMPORARY OR FINAL SERVICE CONNECTIONS WILL BE MADE BY SEATTLE CITY LIGHT (SCL) AT PROJECT'S EXPENSE. COORDINATE ALL ENERGIZING AND DE-ENERGIZING OF STREET LIGHTING SERVICE WITH SCL ELECTRICAL SERVICE REPRESENTATIVE AND STREETLIGHT ENGINEER FIFTEEN (15) WORKING DAYS IN ADVANCE. ADDITIONAL TIME MAY BE NEEDED FOR CREW

SCHEDULING AND MOBILIZATION.

2. CONTRACTOR MUST MAKE PRIOR COORDINATION FOR FLOOD OR STREETLIGHT REMOVAL.

CONTRACTOR MUST MAKE PRIOR DELIVERY COORDINATION FOR SALVAGED STREETLIGHT-RELATED

MATERIALS TO SEATTLE CITY LIGHT SALVAGE YARD AT 4TH AVE S & S SPOKANE ST, 98134.

CONTACT SALVAGE COORDINATOR AT 206-386-1765. NO ARTERIAL STREETLIGHT MAY BE DISABLED

WITHOUT PRIOR APPROVAL FROM SEATTLE DEPARTMENT OF TRANSPORTATION, (SDOT).

3. EXISTING STREET LIGHTING SYSTEM SHALL BE MAINTAINED DURING CONSTRUCTION.

4. WORK MUST BE SCHEDULED SUCH THAT NO TWO (2) ADJACENT OR OPPOSITE STREETLIGHTS ARE

DISABLED AT ANY ONE TIME.

5. ANY EXCAVATION IN PROXIMITY TO AN EXISTING STREETLIGHT POLE MUST BE DONE WITHOUT UNDERMINING ITS STABILITY. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY STABILIZING SUPPORT.

6. INSTALLATION OF UNDERGROUND STREETLIGHT SYSTEMS, AND STREETLIGHT SYSTEM GROUNDING

AND BONDING MUST BE PER SEATTLE CITY LIGHT (SCL) CONSTRUCTION STANDARD 1714.50.

7. ALL WIRING, INCLUDING STREET LIGHTING, PEDESTRIAN LIGHTING AND FESTOON LIGHTING CIRCUITS MUST BE CLEARLY LABELED PER SEATTLE CITY LIGHT (SCL) CONSTRUCTION STANDARD 1714.10.

8. EACH LUMINAIRE MUST BE FUSED PER (SCL) CONSTRUCTION STANDARD 1730.00.

9. STREETLIGHT HANDHOLE AND CONDUIT REQUIREMENTS MUST CONFORM TO SCL CONSTRUCTION

STANDARD 1716.07.

10. PULL TAPE MUST BE INSTALLED THROUGH VACANT CONDUIT CAPPED PER (SCL) CONSTRUCTION

STANDARD U2-11.40/NDK-40.

11. MAINTAIN MINIMUM HORIZONTAL & VERTICAL CLEARANCES BETWEEN SCL UNDERGROUND

STRUCTURES AND VARIOUS OTHER UTILITY STRUCTURES PER SCL CONSTRUCTION STANDARD

0214.00.

12. FOR STREET LIGHTING INSPECTIONS CONTACT SCL ELECTRICAL REVIEWER TEN (10) WORKING DAYS

IN ADVANCE.

13. CONTRACTOR MUST CALL FOR AN ELECTRICAL REVIEWER INSPECTION OF THE STREET LIGHTING SYSTEM AT VARIOUS STAGES OF INSTALLATION/CONSTRUCTION OR AS INSTRUCTED BY THE SCL

INSPECTOR.

14. CONTRACTOR MUST PROVIDE AN OPERATOR AND MAN LIFT TRUCK FOR USE DURING INSPECTION

OF INSTALLED STREETLIGHT FACILITIES.

15. CONTRACTOR MUST ASSIST THE INSPECTOR DURING INSPECTIONS, COMMISSIONING, AND FINAL

CONNECTION PHASES OF THE PROJECT AS INSTRUCTED BY THE INSPECTOR. SUCH ASSISTANCE

WILL INCLUDE, BUT NOT BE LIMITED TO OPENING HANDHOLES, MANHOLES AND VARIOUS ACCESS

COVERS, DISCONNECTING AND RECONNECTING FUSE HOLDERS AND MECHANICAL SPLICE

CONNECTIONS, VERIFYING CONDUIT RUNS, ETC.

16. PRIOR TO REQUESTING FINAL STREETLIGHT SERVICE CONNECTION, CONTRACTOR MUST CORRECT ALL

PUNCH LIST ITEMS AND CALL FOR A RE-INSPECTION WHERE REQUIRED BY THE INSPECTOR.

CONTRACTOR MUST PREPARE A SIGNED AS-BUILT AND WIRING DIAGRAM WHICH INCLUDES WHICH

DUCT IS USED IN EACH DUCT BANK.

LIGHTING NOTES

UNLESS OTHERWISE NOTED ON THE DRAWINGS: UNLESS OTHERWISE NOTED ON THE DRAWINGS:

1. THE CONTRACTOR MUST IMMEDIATELY REPORT ANY DAMAGE TO THE TRAFFIC SIGNAL SYSTEM, INCLUDING CONDUIT AND THE DETECTOR LOOPS. SEE SECTION 1-07.28 NOTE 16.

2. THE TRAFFIC SIGNAL SYSTEM INTERCONNECT CABLE AND SIGNAL WIRE SERVICE, VIDEO, OR MASTER

CABLE MUST NOT BE SPLICED. SEE SECTIONS 8-31.3(8)A AND 8-31.3(9)B.

3. THE CONTRACTOR MUST CONTACT SDOT TRAFFIC SIGNAL OPERATIONS WHEN THE TRAFFIC SIGNAL

SYSTEMS OR THE TRAFFIC DETECTOR LOOPS MAY BE IMPACTED BY CONSTRUCTION. ADVANCE

NOTIFICATION IS REQUIRED. SEE SECTION 1-07.28, SIGNALIZED INTERSECTIONS.

4. THE CONTRACTOR MUST PROVIDE PRELIMINARY LAYOUT FOR THE TRAFFIC DETECTION. THE LAYOUT

MUST BE VERIFIED BY THE ENGINEER PRIOR TO SAW CUTTING. ADVANCE NOTIFICATION IS

REQUIRED. SEE SECTION 8-31.3(5)A.

5. FINAL POLE AND CABINET LOCATIONS MUST BE FIELD VERIFIED BY THE ENGINEER PRIOR TO

EXCAVATION.

6. CONTRACTOR MUST INVESTIGATE FOR UNDERGROUND UTILITIES PRIOR TO ANY FOUNDATION

EXCAVATION OR CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES

(INCLUDING SIDE SEWERS). ANY CONFLICTS MUST BE BROUGHT TO THE ATTENTION OF THE

ENGINEER PRIOR TO ANY CONSTRUCTION WORK.

7. CONTRACTOR MUST VERIFY THE CAPACITIES OF ALL EXISTING CONDUITS DESIGNATED FOR USE ON

THIS PROJECT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER

PRIOR TO ANY CONSTRUCTION WORK.

8. CONTRACTOR MUST COORDINATE WITH SDOT/SCL/SDCI/KCM INSPECTOR AT THE START OF

CONSTRUCTION FOR INSPECTION REQUIREMENT AT VARIOUS STAGES OF CONSTRUCTION AS

INSTRUCTED BY THE INSPECTOR AND PROVIDE ASSISTANCE AS NECESSARY.

9. CONTRACTOR MUST COMBINE TRAFFIC, LIGHTING AND ITS CONDUITS IN THE SAME TRENCH WHERE

FEASIBLE.

10. ALL ELECTRICAL SERVICE DISCONNECTIONS, TEMPORARY CONNECTIONS AND FINAL SERVICE

CONNECTIONS WILL BE MADE BY SEATTLE CITY LIGHT (SCL).

SIGNAL & ELECTRICAL NOTES

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P N O

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

NONE

HIGHLAND PARK WAY SW

CONNECTION

03 27

GENERAL NOTES

894-33

TRC1679

TRC1679

127362 2026-040 NT02

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23002897Luke Larson (10/06/2026 12:21:20 PDT)

9+ 0010+

0011+ 0012+

0013+

14+

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

L= 1.

R= 0.

Δ= °5 3'

S66 °20

'42 "W467

.95

S86°03'22"W 160.96' S86°03'22"W

372.38' L=272.33 R=800.00

Δ=19°30'15"

S °2 '2 "W

.8

L= .0

R .4

Δ °3 '5

L=86.20 R=1599.41 =3°05'17"

36+09

28+00

29+00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

S °2 '0 "E

.5

S °4 '2 "W

.9

S02°41'24"W 486.92'

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

AL

G N .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=100'

HIGHLAND PARK WAY SW

CONNECTION

ALIGNMENT

04 27

894-33

TRC1679

TRC1679

127362 2026-040 AL01

R

ERSGE I TE

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23002897

WEST MARGINAL WAY SW

HIG

HLA

ND

PAR

K W

AY

SW

SW O

THELL

O ST

H

IG

H

LA

N D

P

AR

K

W

AY

S W

SW WEBSTER ST

SW AUSTIN ST

SW HOLDEN ST

SW HOLDEN ST

TH

AVE

S W

SW PORTLAND ST

SCALE IN FEET

100 50 0 100 200

CONSTRUCTION ALIGNMENT BEGIN: STA 0+00.00

= (HIGHLAND PARK WAY SW) 100+00.00

N=200741.823 E=1268225.570

NOTES:

1. SEE APPENDIX OF PROJECT MANUAL FOR SURVEY CONTROL SHEETS

CONSTRUCTION ALIGNMENT END: STA 36+08.84

= (HIGHLAND PARK WAY SW) STA 52+00.86

CONSTRUCTION ALIGNMENT: STA 35+93.90

= (HIGHLAND PARK WAY SW) STA 51+85.92

= (SW HOLDEN ST) STA 54+50.04

CONSTRUCTION ALIGNMENT: STA 24+07.98

= (HIGHLAND PARK WAY SW) 124+07.98

MIC: 40390303, PT#25

N: 199548.82 E: 1266553.01

CONSTRUCTION ALIGNMENT: STA 24+00.00

= (HIGHLAND PARK WAY SW) STA 124+00.00

= (HIGHLAND PARK WAY SW) STA 40+00.00

CONSTRUCTION ALIGNMENT: STA 32+09.25

= (HIGHLAND PARK WAY SW) STA 48+01.27

= (SW AUSTIN ST) STA 68+69.34

MIC: 40390201, PT#21

N: 198751.63 E: 1266490.51

Luke Larson (10/06/2026 12:21:20 PDT)

ASPH/CONC

R/W R/W

ASPH WALKLANDSCAPE

SB VEHICLE LANE NB VEHICLE LANE

2'

5'

TYPICAL SECTION

HIGHLAND PARK WAY SW

PIONEER INDUSTRIES TO SW OTHELLO ST

NTS

80' - 126' VAR.

4'

SB VEHICLE LANE

0.5'

VAR. 10'

1.5% MAX

(TYP.)

1' 1'

2% MAX

(TYP.)

ASPH/CONC

R/W R/W

ASPH WALKLANDSCAPE

SB VEHICLE LANE NB VEHICLE LANE

5'

TYPICAL SECTION

HIGHLAND PARK WAY SW

SW OTHELLO ST TO SW HOLDEN ST

NTS

80'

4'

SB VEHICLE LANE

0.5' 2.5' 8'

2'1' 1'

1.5% MAX

(TYP.)

2% MAX

(TYP.)

NOTES

3" HOT MIX ASPHALT CL 12". SEE PV SHEETS

4" MINERAL AGGREGATE TYPE 2. SEE PV SHEETS

LANDSCAPING. SEE PV SHEETS

CONCRETE BARRIER, TYPE F, PER WSDOT STD

PLAN C-60.10-04

COMMON EXCAVATION

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S E C T.

d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

NOT TO SCALE

HIGHLAND PARK WAY SW

CONNECTION

05 27

ROADWAY SECTIONS

894-33

TRC1679

TRC1679

127362 2026-040 RS01

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

VO 123516

H P

O H P

MATCH EX

ASPHALT LIMIT

15' TYP.

TYP

. STA 6+70.19, 31.99'LT

21'

SITE PREPARATION LEGEND:

REMOVE ASPHALT SIDEWALK (REMOVE ASPHALT PAVEMENT)

REMOVE ASPHALT OVERLAY

REMOVE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE DRIVEWAY (REMOVE PAVEMENT)

CLEARING AND/OR GRUBBING, OR COMMON EXCAVATION

FOR CUT/FILL AS NEEDED

SAWCUT ASPHALT CONCRETE, FULL DEPTH

REMOVE CURB

ADJUST EX MH, CB, OR VC

ADJUST EX GAS VALVE

REPLACE EX GRATE WITH NEW 265A GRATE AND

REGRADE PER STD PLAN 260A

TIE OUT MONUMENT PRIOR TO DISTURBING. SEE PV

SHEETS

ADJUST EX HANDHOLE

ADJUST EX WATER METER BOX. SEE SECTION 7-20

CONSTRUCTION NOTES:

GENERAL NOTES:

1. THE CONTRACTOR MUST VERIFY ALL SAWCUT AND

DEMOLITION LIMITS BY THE ENGINEER AND ALLOW

FOR FIELD ADJUSTMENTS. THE CONTRACTOR

MUST NOT DAMAGE CONCRETE ROAD PANELS OR

SIDEWALK WITH SAWCUT OVERCUTS. THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGES PER

1-07.13

2. PRESERVE AND PROTECT ALL EXISTING FEATURES

UNLESS OTHERWISE NOTED. SEE SECTIONS

1-07.16 AND 1-07.17

3. INSTALL INLET PROTECTION ON ALL NEW AND

EXISTING INLETS AND CATCH BASINS UNLESS

OTHERWISE NOTED. SEE SECTION 8-01.3(12)B

4. ALL EXCAVATIONS OVER OR UNDER SPU WATER

MAIN MUST BE BY VACUUM EXCAVATION

5. PRUNE TREES AND VEGETATION AS NECESSARY

FOR SIDEWALK AND POLE INSTALLATIONS. TREE

AND VEGETATION REMOVAL MUST BE LIMITED TO

AREAS REQUIRED FOR CONSTRUCTION OF SITE

IMPROVEMENTS. ALL AREAS WITH VEGETATION

REMOVALS MUST BE PROTECTED FROM POTENTIAL

EROSION AND MIGRATION OF SEDIMENT UNTIL

FULLY REVEGETATED.

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S

IT

E .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

HIGHLAND PARK WAY SW

CONNECTION

SCALE IN FEET

402001020

SITE PREPARATION PLANS

06 27

TRC1679

127362 2026-040 SP01

HIGHLAND PARK WAY SW

W MARGINAL WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

EX CONCRETE BLOCK FOR DEAD

END WATER MAIN. NO EXCAVATION

WITHIN 10' AND USE VACUUM

EXCAVATION IF NEEDED NEARBY

STA 10+39.91, 22.04'LT

STA 11+91.38, 30.38'LT

6 1

SITE PREPARATION LEGEND:

REMOVE ASPHALT SIDEWALK (REMOVE ASPHALT PAVEMENT)

REMOVE ASPHALT OVERLAY

REMOVE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE DRIVEWAY (REMOVE PAVEMENT)

CLEARING AND/OR GRUBBING, OR COMMON EXCAVATION

FOR CUT/FILL AS NEEDED

SAWCUT ASPHALT CONCRETE, FULL DEPTH

REMOVE CURB

ADJUST EX MH, CB, OR VC

ADJUST EX GAS VALVE

REPLACE EX GRATE WITH NEW 265A GRATE AND

REGRADE PER STD PLAN 260A

TIE OUT MONUMENT PRIOR TO DISTURBING. SEE PV

SHEETS

ADJUST EX HANDHOLE

ADJUST EX WATER METER BOX. SEE SECTION 7-20

CONSTRUCTION NOTES:

GENERAL NOTES:

1. THE CONTRACTOR MUST VERIFY ALL SAWCUT AND

DEMOLITION LIMITS BY THE ENGINEER AND ALLOW

FOR FIELD ADJUSTMENTS. THE CONTRACTOR

MUST NOT DAMAGE CONCRETE ROAD PANELS OR

SIDEWALK WITH SAWCUT OVERCUTS. THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGES PER

1-07.13

2. PRESERVE AND PROTECT ALL EXISTING FEATURES

UNLESS OTHERWISE NOTED. SEE SECTIONS

1-07.16 AND 1-07.17

3. INSTALL INLET PROTECTION ON ALL NEW AND

EXISTING INLETS AND CATCH BASINS UNLESS

OTHERWISE NOTED. SEE SECTION 8-01.3(12)B

4. ALL EXCAVATIONS OVER OR UNDER SPU WATER

MAIN MUST BE BY VACUUM EXCAVATION

5. PRUNE TREES AND VEGETATION AS NECESSARY

FOR SIDEWALK AND POLE INSTALLATIONS. TREE

AND VEGETATION REMOVAL MUST BE LIMITED TO

AREAS REQUIRED FOR CONSTRUCTION OF SITE

IMPROVEMENTS. ALL AREAS WITH VEGETATION

REMOVALS MUST BE PROTECTED FROM POTENTIAL

EROSION AND MIGRATION OF SEDIMENT UNTIL

FULLY REVEGETATED.

07 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S

IT

E .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

HIGHLAND PARK WAY SW

CONNECTION

TRC1679

127362 2026-040 SP02

SITE PREPARATION PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

STA 18+10.84, 5.52'LT

STA 11+91.38, 30.38'LT

SITE PREPARATION LEGEND:

REMOVE ASPHALT SIDEWALK (REMOVE ASPHALT PAVEMENT)

REMOVE ASPHALT OVERLAY

REMOVE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE DRIVEWAY (REMOVE PAVEMENT)

CLEARING AND/OR GRUBBING, OR COMMON EXCAVATION

FOR CUT/FILL AS NEEDED

SAWCUT ASPHALT CONCRETE, FULL DEPTH

REMOVE CURB

ADJUST EX MH, CB, OR VC

ADJUST EX GAS VALVE

REPLACE EX GRATE WITH NEW 265A GRATE AND

REGRADE PER STD PLAN 260A

TIE OUT MONUMENT PRIOR TO DISTURBING. SEE PV

SHEETS

ADJUST EX HANDHOLE

ADJUST EX WATER METER BOX. SEE SECTION 7-20

CONSTRUCTION NOTES:

GENERAL NOTES:

1. THE CONTRACTOR MUST VERIFY ALL SAWCUT AND

DEMOLITION LIMITS BY THE ENGINEER AND ALLOW

FOR FIELD ADJUSTMENTS. THE CONTRACTOR

MUST NOT DAMAGE CONCRETE ROAD PANELS OR

SIDEWALK WITH SAWCUT OVERCUTS. THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGES PER

1-07.13

2. PRESERVE AND PROTECT ALL EXISTING FEATURES

UNLESS OTHERWISE NOTED. SEE SECTIONS

1-07.16 AND 1-07.17

3. INSTALL INLET PROTECTION ON ALL NEW AND

EXISTING INLETS AND CATCH BASINS UNLESS

OTHERWISE NOTED. SEE SECTION 8-01.3(12)B

4. ALL EXCAVATIONS OVER OR UNDER SPU WATER

MAIN MUST BE BY VACUUM EXCAVATION

5. PRUNE TREES AND VEGETATION AS NECESSARY

FOR SIDEWALK AND POLE INSTALLATIONS. TREE

AND VEGETATION REMOVAL MUST BE LIMITED TO

AREAS REQUIRED FOR CONSTRUCTION OF SITE

IMPROVEMENTS. ALL AREAS WITH VEGETATION

REMOVALS MUST BE PROTECTED FROM POTENTIAL

EROSION AND MIGRATION OF SEDIMENT UNTIL

FULLY REVEGETATED.

08 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S

IT

E .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 SP03

SITE PREPARATION PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

STA 18+10.84, 5.52'LT

STA 25+04.17, 5.95'LT

SITE PREPARATION LEGEND:

REMOVE ASPHALT SIDEWALK (REMOVE ASPHALT PAVEMENT)

REMOVE ASPHALT OVERLAY

REMOVE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE DRIVEWAY (REMOVE PAVEMENT)

CLEARING AND/OR GRUBBING, OR COMMON EXCAVATION

FOR CUT/FILL AS NEEDED

SAWCUT ASPHALT CONCRETE, FULL DEPTH

REMOVE CURB

ADJUST EX MH, CB, OR VC

ADJUST EX GAS VALVE

REPLACE EX GRATE WITH NEW 265A GRATE AND

REGRADE PER STD PLAN 260A

TIE OUT MONUMENT PRIOR TO DISTURBING. SEE PV

SHEETS

ADJUST EX HANDHOLE

ADJUST EX WATER METER BOX. SEE SECTION 7-20

CONSTRUCTION NOTES:

GENERAL NOTES:

1. THE CONTRACTOR MUST VERIFY ALL SAWCUT AND

DEMOLITION LIMITS BY THE ENGINEER AND ALLOW

FOR FIELD ADJUSTMENTS. THE CONTRACTOR

MUST NOT DAMAGE CONCRETE ROAD PANELS OR

SIDEWALK WITH SAWCUT OVERCUTS. THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGES PER

1-07.13

2. PRESERVE AND PROTECT ALL EXISTING FEATURES

UNLESS OTHERWISE NOTED. SEE SECTIONS

1-07.16 AND 1-07.17

3. INSTALL INLET PROTECTION ON ALL NEW AND

EXISTING INLETS AND CATCH BASINS UNLESS

OTHERWISE NOTED. SEE SECTION 8-01.3(12)B

4. ALL EXCAVATIONS OVER OR UNDER SPU WATER

MAIN MUST BE BY VACUUM EXCAVATION

5. PRUNE TREES AND VEGETATION AS NECESSARY

FOR SIDEWALK AND POLE INSTALLATIONS. TREE

AND VEGETATION REMOVAL MUST BE LIMITED TO

AREAS REQUIRED FOR CONSTRUCTION OF SITE

IMPROVEMENTS. ALL AREAS WITH VEGETATION

REMOVALS MUST BE PROTECTED FROM POTENTIAL

EROSION AND MIGRATION OF SEDIMENT UNTIL

FULLY REVEGETATED.

09 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S

IT

E .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 SP04

SITE PREPARATION PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

COORDINATE WITH SPU

IF ANY CHANGES ARE

NEEDED TO EXISTING

CULVERT AND DITCH

VO 8

2 MATCH EX

ASPHALT LIMIT

EX CONCRETE

BLOCK AT BEND.

DO NOT DISTURB

STA 34+07.18, 6.22'LT

SITE PREPARATION LEGEND:

REMOVE ASPHALT SIDEWALK (REMOVE ASPHALT PAVEMENT)

REMOVE ASPHALT OVERLAY

REMOVE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE DRIVEWAY (REMOVE PAVEMENT)

CLEARING AND/OR GRUBBING, OR COMMON EXCAVATION

FOR CUT/FILL AS NEEDED

SAWCUT ASPHALT CONCRETE, FULL DEPTH

REMOVE CURB

ADJUST EX MH, CB, OR VC

ADJUST EX GAS VALVE

REPLACE EX GRATE WITH NEW 265A GRATE AND

REGRADE PER STD PLAN 260A

TIE OUT MONUMENT PRIOR TO DISTURBING. SEE PV

SHEETS

ADJUST EX HANDHOLE

ADJUST EX WATER METER BOX. SEE SECTION 7-20

CONSTRUCTION NOTES:

GENERAL NOTES:

1. THE CONTRACTOR MUST VERIFY ALL SAWCUT AND

DEMOLITION LIMITS BY THE ENGINEER AND ALLOW

FOR FIELD ADJUSTMENTS. THE CONTRACTOR

MUST NOT DAMAGE CONCRETE ROAD PANELS OR

SIDEWALK WITH SAWCUT OVERCUTS. THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGES PER

1-07.13

2. PRESERVE AND PROTECT ALL EXISTING FEATURES

UNLESS OTHERWISE NOTED. SEE SECTIONS

1-07.16 AND 1-07.17

3. INSTALL INLET PROTECTION ON ALL NEW AND

EXISTING INLETS AND CATCH BASINS UNLESS

OTHERWISE NOTED. SEE SECTION 8-01.3(12)B

4. ALL EXCAVATIONS OVER OR UNDER SPU WATER

MAIN MUST BE BY VACUUM EXCAVATION

5. PRUNE TREES AND VEGETATION AS NECESSARY

FOR SIDEWALK AND POLE INSTALLATIONS. TREE

AND VEGETATION REMOVAL MUST BE LIMITED TO

AREAS REQUIRED FOR CONSTRUCTION OF SITE

IMPROVEMENTS. ALL AREAS WITH VEGETATION

REMOVALS MUST BE PROTECTED FROM POTENTIAL

EROSION AND MIGRATION OF SEDIMENT UNTIL

FULLY REVEGETATED.

10 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P S

IT

E .d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 SP05

SITE PREPARATION PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

SW OTHELLO ST

HIGHLAND PARK WAY SW

SW AUSTIN ST

SW HOLDEN ST

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

H P

O H P

FUTURE INTERSECTION WORK

AND BIKE CROSSING TO BE

DONE BY SDOT CREWS

R4

P1 1R1 P21 1R5

CONSTRUCTION NOTES (BY SCL)

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. NEW LOCATION MUST MAINTAIN 18"

CLEARANCE FROM THE FACE OF CURB AND 12" FROM EDGE OF

PATHWAY. SEE SHEET LT06 FOR POLE LOCATION.

MAINTAIN EXISTING LUMINAIRE.

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. SEE SHEET LT06 FOR POLE LOCATION.

INSTALL BRACKET ARM AND LUMINAIRE ON EXISTING POLE.

REMOVAL/RELOCATE NOTES

REMOVE LUMINAIRE, BRACKET ARM AND WOOD POLE (BY SCL).

REMOVE LUMINAIRE AND BRACKET ARM (BY SCL)

REMOVE WOOD POLE (BY SCL).

REMOVE WOOD POLE (BY SDOT CREWS).

REMOVE LUMINAIRE, BRACKET ARM, POLE AND FOUNDATION (BY

SCL).

R1

R2

R3

R4

R5

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

HIGHLAND PARK WAY SW

CONNECTION

SCALE IN FEET

402001020

LIGHTING PLANS

11 27

TRC1679

127362 2026-040 LT01

HIGHLAND PARK WAY SW

W MARGINAL WAY SW

R

ERSGE I TE

D

47675Wassim Kebab (10/06/2026 12:38:17 PDT) Wassim Kebab

P2 1

P3 3

P21

P8 1

R5

CONSTRUCTION NOTES (BY SCL)

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. NEW LOCATION MUST MAINTAIN 18"

CLEARANCE FROM THE FACE OF CURB AND 12" FROM EDGE OF

PATHWAY. SEE SHEET LT06 FOR POLE LOCATION.

MAINTAIN EXISTING LUMINAIRE.

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. SEE SHEET LT06 FOR POLE LOCATION.

INSTALL BRACKET ARM AND LUMINAIRE ON EXISTING POLE.

REMOVAL/RELOCATE NOTES

REMOVE LUMINAIRE, BRACKET ARM AND WOOD POLE (BY SCL).

REMOVE LUMINAIRE AND BRACKET ARM (BY SCL)

REMOVE WOOD POLE (BY SCL).

REMOVE WOOD POLE (BY SDOT CREWS).

REMOVE LUMINAIRE, BRACKET ARM, POLE AND FOUNDATION (BY

SCL).

R1

R2

R3

R4

R5

12 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 LT02

LIGHTING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

47675Wassim Kebab (10/06/2026 12:38:17 PDT)

P3

P5 3

P6 3

R3

P7 3

P4 3

CONSTRUCTION NOTES (BY SCL)

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. NEW LOCATION MUST MAINTAIN 18"

CLEARANCE FROM THE FACE OF CURB AND 12" FROM EDGE OF

PATHWAY. SEE SHEET LT06 FOR POLE LOCATION.

MAINTAIN EXISTING LUMINAIRE.

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. SEE SHEET LT06 FOR POLE LOCATION.

INSTALL BRACKET ARM AND LUMINAIRE ON EXISTING POLE.

REMOVAL/RELOCATE NOTES

REMOVE LUMINAIRE, BRACKET ARM AND WOOD POLE (BY SCL).

REMOVE LUMINAIRE AND BRACKET ARM (BY SCL)

REMOVE WOOD POLE (BY SCL).

REMOVE WOOD POLE (BY SDOT CREWS).

REMOVE LUMINAIRE, BRACKET ARM, POLE AND FOUNDATION (BY

SCL).

R1

R2

R3

R4

R5

13 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 LT03

LIGHTING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

47675Wassim Kebab (10/06/2026 12:38:17 PDT)

P103

P93

P113

R2

P12 3 P13 3

P14 3

2 2

CONSTRUCTION NOTES (BY SCL)

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. NEW LOCATION MUST MAINTAIN 18"

CLEARANCE FROM THE FACE OF CURB AND 12" FROM EDGE OF

PATHWAY. SEE SHEET LT06 FOR POLE LOCATION.

MAINTAIN EXISTING LUMINAIRE.

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. SEE SHEET LT06 FOR POLE LOCATION.

INSTALL BRACKET ARM AND LUMINAIRE ON EXISTING POLE.

REMOVAL/RELOCATE NOTES

REMOVE LUMINAIRE, BRACKET ARM AND WOOD POLE (BY SCL).

REMOVE LUMINAIRE AND BRACKET ARM (BY SCL)

REMOVE WOOD POLE (BY SCL).

REMOVE WOOD POLE (BY SDOT CREWS).

REMOVE LUMINAIRE, BRACKET ARM, POLE AND FOUNDATION (BY

SCL).

R1

R2

R3

R4

R5

14 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 LT04

LIGHTING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

47675Wassim Kebab (10/06/2026 12:38:17 PDT)

P14 3 P16 3

P15 3 P17 3

VO 8

P183

P193

EX.P20 4

CONSTRUCTION NOTES (BY SCL)

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. NEW LOCATION MUST MAINTAIN 18"

CLEARANCE FROM THE FACE OF CURB AND 12" FROM EDGE OF

PATHWAY. SEE SHEET LT06 FOR POLE LOCATION.

MAINTAIN EXISTING LUMINAIRE.

INSTALL NEW WOOD POLE. INSTALL BRACKET ARM AND

LUMINAIRE ON THE POLE. SEE SHEET LT06 FOR POLE LOCATION.

INSTALL BRACKET ARM AND LUMINAIRE ON EXISTING POLE.

REMOVAL/RELOCATE NOTES

REMOVE LUMINAIRE, BRACKET ARM AND WOOD POLE (BY SCL).

REMOVE LUMINAIRE AND BRACKET ARM (BY SCL)

REMOVE WOOD POLE (BY SCL).

REMOVE WOOD POLE (BY SDOT CREWS).

REMOVE LUMINAIRE, BRACKET ARM, POLE AND FOUNDATION (BY

SCL).

R1

R2

R3

R4

R5

15 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 LT05

LIGHTING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

SW OTHELLO ST

HIGHLAND PARK WAY SW

SW AUSTIN ST

SW HOLDEN ST

R

ERSGE I TE

D

47675Wassim Kebab (10/06/2026 12:38:17 PDT)

POLE SCHEDULE

POLE

NO.

LOCATION (NOTE1)

POLE TYPE

(NOTE 2) FOUNDATION TYPE

POLE SHAFT

LENGTH (FT)

BRACKET ARM

LENGTH (FT)

FIXTURE TYPE

(NOTE 3)

CIRCUIT NOTES

STATION/LOCATION

AND OFFSET TYPE

MOUNTING

HEIGHT (FT)

P1 STA. 6+15.47, 41.56'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P2 STA. 8+67.043, 45.11'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P3 STA. 11+65.02, 34.86'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P4 STA. 12+86.81, 32.84'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P5 STA. 14+20.23, 34.41'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P6 STA. 16+07.24, 34.31'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P7 STA. 17+37.82, 33.96'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P8 STA. 10+10.52, 35.62'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P9 STA. 19.32.15, 32.64'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P10 STA. 20+65.41, 32.74'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P11 STA. 21+90.36, 32.85'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P12 STA. 23+12.69, 32.93'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P13 STA. 24+52.59, 32.76'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P14 STA. 26+02.84, 30.42'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P15 STA. 27+66.60, 32.41'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P16 STA. 29+18.65, 32.50'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P17 STA. 30+27.46, 32.39'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P18 STA. 31+42.54, 32.33'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

P19 STA. 32+89.86, 31.79'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

EX.P20 EXISTING WOOD EXISTING EXISTING 10 195W 35

P21 STA. 7+43.88, 45.81'LT WOOD REF TO SCL STD NO. 0100.07 40 10 195W 35

16 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P

LI

TE

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

NONE

TRC1679

127362 2026-040 LT06

LIGHTING PLANS

R

ERSGE I TE

D

47675

SCHEDULES

Wassim Kebab (10/06/2026 12:38:17 PDT)

H P

O H P

M

AT

C H

E X

M

AT

C H

E X

'1

' 4

'7

FUTURE INTERSECTION WORK

AND BIKE CROSSING TO BE

DONE BY SDOT CREWS

.5 % 1

.5

.5

~20'

4 TYP.

STA 7+08.92, 40.16'LT

11'

STA 6+69.18, 32.03'LT

5'5'

SET CURB HEIGHT (6"-8")

TO MATCH NECESSARY 1.5%

GRADE FOR BUS PAD

PAVING LEGEND:

2" HMA CL 12" OVER 6" HMA CL 1" OVER 6" MINRL

AGG TYPE 2, OR MATCH EXISTING

3" HMA CL 12" OVER 4" MINRL AGG TYPE 2

2" HMA CL 12"

CEM CONC DRIVEWAY, PER STD PLAN 430A

SIDEWALK, CEM CONC W/25% POZZOLANS, PER STD

PLANS 420 OR 421

SEEDED LAWN INSTALLATION, PER STD PLAN 142

COMPACTED NATIVE SOIL FOR POLE BACKFILL PER

SCL STD 0100.07

DETECTABLE WARNING, PER STD PLAN 422K

CEM CONC CURB TYPE 410C, W/25% POZOLLANS

CEM CONC CURB AND GUTTER TYPE 410B W/ 25%

POZZOLANS

PRECAST CONCRETE BARRIER TYPE F, PER WSDOT

STD PLANS C-60.10-04 & C-60.80-02

PLASTIC CURBS WITH POSTS, 40"L X 12"W X 3.5"H

IMPACT ATTENUATOR, 30" WIDE (MASH 16 OR NCHRP

350 COMPLIANT)

REPLACE EX GRATE WITH NEW TYPE 265A GRATE AND

REGRADE PER STD PLAN 260A

COORDINATE HYDRANT RELOCATION WITH SPU

MATCH EX JOINT OR ANGLE POINT

RESET MONUMENT AND MONUMENT FRAME AND COVER

PROVIDE 20' GAP IN BARRIER FOR ACCESS TO UTILITIES,

TYP.

CONSTRUCTION NOTES:

GENERAL NOTES:

1. ALL BUS PADS MUST BE MAXIMUM 1.5% CROSS

SLOPE TO MEET ADA REQUIREMENTS

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P R O

AD

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

HIGHLAND PARK WAY SW

CONNECTION

SCALE IN FEET

402001020

PAVING PLANS

17 27

TRC1679

127362 2026-040 PV01

HIGHLAND PARK WAY SW

W MARGINAL WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

.8

.7

15'

~150'

~150'

11'

M

IN

.5

.5

~30' 1 '6 .5

4 TYP.

4TYP.

STA 7+08.92, 40.16'LT

STA 11+36.07, 22.59'LT

STA 11+13.21, 34.05'LT

STA 10+60.09, 37.85'LT

STA 10+38.91, 22.11'LT

END AT BEGINNING OF MEDIAN STRIPING

APPROX. STA 12+21.51, 5.26'RT

SET CURB HEIGHT (6"-8")

TO MATCH NECESSARY 1.5%

GRADE FOR BUS PAD

PAVING LEGEND:

2" HMA CL 12" OVER 6" HMA CL 1" OVER 6" MINRL

AGG TYPE 2, OR MATCH EXISTING

3" HMA CL 12" OVER 4" MINRL AGG TYPE 2

2" HMA CL 12"

CEM CONC DRIVEWAY, PER STD PLAN 430A

SIDEWALK, CEM CONC W/25% POZZOLANS, PER STD

PLANS 420 OR 421

SEEDED LAWN INSTALLATION, PER STD PLAN 142

COMPACTED NATIVE SOIL FOR POLE BACKFILL PER

SCL STD 0100.07

DETECTABLE WARNING, PER STD PLAN 422K

CEM CONC CURB TYPE 410C, W/25% POZOLLANS

CEM CONC CURB AND GUTTER TYPE 410B W/ 25%

POZZOLANS

PRECAST CONCRETE BARRIER TYPE F, PER WSDOT

STD PLANS C-60.10-04 & C-60.80-02

PLASTIC CURBS WITH POSTS, 40"L X 12"W X 3.5"H

IMPACT ATTENUATOR, 30" WIDE (MASH 16 OR NCHRP

350 COMPLIANT)

REPLACE EX GRATE WITH NEW TYPE 265A GRATE AND

REGRADE PER STD PLAN 260A

COORDINATE HYDRANT RELOCATION WITH SPU

MATCH EX JOINT OR ANGLE POINT

RESET MONUMENT AND MONUMENT FRAME AND COVER

PROVIDE 20' GAP IN BARRIER FOR ACCESS TO UTILITIES,

TYP.

CONSTRUCTION NOTES:

GENERAL NOTES:

1. ALL BUS PADS MUST BE MAXIMUM 1.5% CROSS

SLOPE TO MEET ADA REQUIREMENTS

18 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P R O

AD

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 PV02

PAVING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

11'

8'

4.

5'

3.

4.

5'

4.

5'

5' TYP.

2' T

YP

R

~150'

20'

1.5%

1.

5%

STA 18+49.83, 13.12'LT

STA 18+09.84, 5.53'LT

APPROX. STA 17+38.31, 7.44'RT

BEGIN AT PC OF CURVE

PAVING LEGEND:

2" HMA CL 12" OVER 6" HMA CL 1" OVER 6" MINRL

AGG TYPE 2, OR MATCH EXISTING

3" HMA CL 12" OVER 4" MINRL AGG TYPE 2

2" HMA CL 12"

CEM CONC DRIVEWAY, PER STD PLAN 430A

SIDEWALK, CEM CONC W/25% POZZOLANS, PER STD

PLANS 420 OR 421

SEEDED LAWN INSTALLATION, PER STD PLAN 142

COMPACTED NATIVE SOIL FOR POLE BACKFILL PER

SCL STD 0100.07

DETECTABLE WARNING, PER STD PLAN 422K

CEM CONC CURB TYPE 410C, W/25% POZOLLANS

CEM CONC CURB AND GUTTER TYPE 410B W/ 25%

POZZOLANS

PRECAST CONCRETE BARRIER TYPE F, PER WSDOT

STD PLANS C-60.10-04 & C-60.80-02

PLASTIC CURBS WITH POSTS, 40"L X 12"W X 3.5"H

IMPACT ATTENUATOR, 30" WIDE (MASH 16 OR NCHRP

350 COMPLIANT)

REPLACE EX GRATE WITH NEW TYPE 265A GRATE AND

REGRADE PER STD PLAN 260A

COORDINATE HYDRANT RELOCATION WITH SPU

MATCH EX JOINT OR ANGLE POINT

RESET MONUMENT AND MONUMENT FRAME AND COVER

PROVIDE 20' GAP IN BARRIER FOR ACCESS TO UTILITIES,

TYP.

CONSTRUCTION NOTES:

TYP.

GENERAL NOTES:

1. ALL BUS PADS MUST BE MAXIMUM 1.5% CROSS

SLOPE TO MEET ADA REQUIREMENTS

19 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P R O

AD

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 PV03

PAVING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

~170' 11'

~20'

.5

.5

STA 18+49.83, 13.12'LT

STA 18+09.84, 5.53'LT

APPROX. STA 17+38.31, 7.44'RT

.5

115'

.5

11'

.0 % 1

.0

~20'

15'

STA 25+58.29, 13.56'LT

STA 25+03.16, 5.98'LT

.5

PAVING LEGEND:

2" HMA CL 12" OVER 6" HMA CL 1" OVER 6" MINRL

AGG TYPE 2, OR MATCH EXISTING

3" HMA CL 12" OVER 4" MINRL AGG TYPE 2

2" HMA CL 12"

CEM CONC DRIVEWAY, PER STD PLAN 430A

SIDEWALK, CEM CONC W/25% POZZOLANS, PER STD

PLANS 420 OR 421

SEEDED LAWN INSTALLATION, PER STD PLAN 142

COMPACTED NATIVE SOIL FOR POLE BACKFILL PER

SCL STD 0100.07

DETECTABLE WARNING, PER STD PLAN 422K

CEM CONC CURB TYPE 410C, W/25% POZOLLANS

CEM CONC CURB AND GUTTER TYPE 410B W/ 25%

POZZOLANS

PRECAST CONCRETE BARRIER TYPE F, PER WSDOT

STD PLANS C-60.10-04 & C-60.80-02

PLASTIC CURBS WITH POSTS, 40"L X 12"W X 3.5"H

IMPACT ATTENUATOR, 30" WIDE (MASH 16 OR NCHRP

350 COMPLIANT)

REPLACE EX GRATE WITH NEW TYPE 265A GRATE AND

REGRADE PER STD PLAN 260A

COORDINATE HYDRANT RELOCATION WITH SPU

MATCH EX JOINT OR ANGLE POINT

RESET MONUMENT AND MONUMENT FRAME AND COVER

PROVIDE 20' GAP IN BARRIER FOR ACCESS TO UTILITIES,

TYP.

CONSTRUCTION NOTES:

GENERAL NOTES:

1. ALL BUS PADS MUST BE MAXIMUM 1.5% CROSS

SLOPE TO MEET ADA REQUIREMENTS

20 27

PC

JO

B

SHEET OFSCALE:

ORDINANCE NO. PW NO.

REVISED AS BUILT

RECEIVED

SDOT

DES.

REVIEWED:

INITIALS AND DATE

CONST.

PROJ. MGR.

INITIALS AND DATE

DESIGNED

CHECKED

DRAWN

CHECKED

APPROVED FOR ADVERTISING

SEATTLE, WASHINGTON

BY:

FAS PURCHASING AND CONTRACTING DIRECTOR

R E V' D

C H K 'D

M

AD

E

R E

VI

S

IO

N S

N

AT

U R E

M

AR

K

D

AT

E

VA

U

LT

S E R

IA

L N O

P S D O

TC

P tr c1 h ig h la n d p a rk w a y sw co n n ec ti o n a p lo t sh ee ts

TR

C P R O

AD

.d w g

:4 a m CO

VPI #

FAS PURCHASING AND CONTRACTING DIRECTOR

1"=20'

TRC1679

127362 2026-040 PV04

PAVING PLANS

SCALE IN FEET

402001020

HIGHLAND PARK WAY SW

HIGHLAND PARK WAY SW

R

ERSGE I TE

D

23002897Luke Larson (10/06/2026 12:21:20 PDT)

.5 ' 1

'2 .5

R2 0'

R2 0'

~80'

15'

15'

END BARRIER BEFORE MH

VO 8

.5

R

~20'

14.5'

~20'

4 STA 34+06.19, 6.22'LT

PAVING LEGEND:

2" HMA CL 12" OVER 6" HMA CL 1" OVER 6" MINRL

AGG TYPE 2, OR MATCH EXISTING

3" HMA CL 12" OVER 4" MINRL AGG TYPE 2

2" HMA CL 12"

CEM CONC DRIVEWAY, PER STD PLAN 430A

SIDEWALK, CEM CONC W/25% POZZOLANS, PER STD

PLANS 420 OR 421

SEEDED LAWN INSTALLATION, PER STD PLAN 142

COMPACTED NATIVE SOIL FOR POLE BACKFILL PER

SCL STD 0100.07

DETECTABLE WARNING, PER STD PLAN 422K

CEM CONC CURB TYPE 410C, W/25% POZOLLANS

CEM CONC CURB AND GUTTER TYPE 410B W/ 25%

POZZOLANS

PRECAST CONCRETE BARRIER TYPE F, PER WSDOT

STD PLANS C-60.10-04 & C-60.80-02

PLASTIC CURBS WITH POSTS, 40"L X 12"W X 3.5"H

IMPACT ATTENUATOR, 30" WIDE (MASH 16 OR NCHRP

350 COMPLIANT)

REPLACE EX GRATE WITH NEW TYPE 265A GRATE AND

REGRADE PER STD PLAN 260A

COORDINATE HYDRANT RELOCATION WITH SPU

MATCH EX JOINT OR ANGLE POINT

RESET MONUMENT AND MONUMENT FRAME AND COVER

PROVIDE 20' GAP IN BARRIER FOR ACCESS TO…