1-02.4(8)_Early_Works_Power_Relocation_Drawings_(PW#2025-054)_for_reference_on_PW#2025-017.pdf

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION

VICINITY MAP, LOCATION MAP, SHEET INDEX, DETAIL AND SECTION REFERENCING

1 17AS NOTED

780-18

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2025-054 G-0019706 4th Ave NE, Suite 300 Seattle, WA 98115 www.facetnw.com

SEE

LOCATION

MAP

PROJECT LOCATION

SCALE: 1" = 1 MILE

0 11

VICINITY MAP

SCALE: 1" = 400'

LOCATION MAP

DETAIL AND SECTION REFERENCING

(TITLE)

(SCALE)

DETAIL REFERENCE NUMBER

SHEET ON WHICH DETAIL APPEARS

DETAIL REFERENCE NUMBER

SHEET FROM WHICH DETAIL WAS TAKEN

("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 9.

SECTION A-A IS TAKEN FROM SHEET 9.9

A A

SCALE IN FEET

0400 200 400 800

CONTACT INFORMATION

OWNER

SEATTLE PUBLIC UTILITIES

700 5TH AVE

SEATTLE, WA 98134

CIVIL ENGINEER

FACET

9706 4TH AVE NE SUITE 300

SEATTLE, WA 98115

ELECTRICAL ENGINEER

TRAVIS FITZMAURICE WARTELLE BALANGUE ENGINEERS

1200 WESTLAKE AVE. N SUITE 509

SEATTLE, WA 98109

SHEET INDEX

SHEET NO PLAN NO. SHEET TITLE

GENERAL

1 G-001 VICINITY MAP, LOCATION MAP, SHEET INDEX, DETAIL AND SECTION REFERENCING

2 G-002 GENERAL NOTES (1 OF 3)

3 G-003 GENERAL NOTES (2 OF 3)

4 G-004 GENERAL NOTES (3 OF 3)

EXISTING CONDITIONS

5 V-101 SURVEY CONTROL PLAN (1 OF 2)

6 V-102 SURVEY CONTROL PLAN (2 OF 2)

7 V-111 EXISTING CONDITIONS PLAN

8 V-112 EXISTING CONDITIONS PLAN

EASEMENTS

9 V-121 RIGHT OF WAY & EASEMENT PLAN

CIVIL DEMOLITION

10 CD101 SITE PREPARATION & CSEC PLAN

11 CD102 SITE PREPARATION & CSEC PLAN

12 CD201 SITE PREPARATION & CSEC DETAILS

ELECTRICAL

13 E-101 ELECTRICAL PLAN

14 E-102 ELECTRICAL PLAN

15 E-201 ELECTRICAL DETAILS

CIVIL PAVING

16 CP101 PAVING & LANDSCAPE RESTORATION PLAN

17 CP102 PAVING & LANDSCAPE RESTORATION PLAN

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https://seattlegov.na1.adobesign.com/verifier?tx=CBJCHBCAABAA4dYIEBJZdORfxCc1gYw-iKEi4UKAyRI_ https://seattlegov.na1.adobesign.com/verifier?tx=CBJCHBCAABAA4dYIEBJZdORfxCc1gYw-iKEi4UKAyRI_

PROJECT NOTES:

UNLESS OTHERWISE NOTED:

1. ALL WORK SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, INCLUDING SCL SERVICE

LETTER (SCL SERVICE REQUEST 2502204). SEE SECTION 1-02.4(3) OF THE SPECIFICATIONS.

WHERE NOT NOTED IN THE SERVICE LETTER, WORK ON SCL INFRASTRUCTURE SHALL BE PER

SCL STANDARDS AND WORK PRACTICES.

2. EXCAVATION WITHIN EXISTING STREET RIGHT OF WAY MAY CONTAIN EXISTING TRESTLE

INFRASTRUCTURE. SEE SPECIFICATIONS FOR CULTURAL RESOURCES EXCAVATION

REQUIREMENTS.

3. PRIOR TO MOBILIZING, CONTRACTOR SHALL RECORD EXISTING ROAD PAVEMENT CONDITIONS

WITHIN WORK, LAYDOWN, STAGING, AND TRAVEL AREAS SUBJECT TO POTENTIAL DECLINE OR

DAMAGE.

4. PERMANENT PAVEMENT RESTORATION WITHIN THE PROJECT'S CONSTRUCTION LIMITS WILL BE

COMPLETED UNDER SEPARATE CONTRACT AND SDOT PERMIT NO. SUSIP0000784. TEMPORARY

PAVEMENT RESTORATION SHALL BE PER SHEETS 16 AND 17. PAVEMENT RESTORATION

OUTSIDE OF THE PROJECT'S CONSTRUCTION LIMITS SHALL BE PER GENERAL NOTE #2.

5. CONTRACTOR SHALL PROVIDE A STAKING PLAN FOR EACH VAULT PLACEMENT FOR

ENGINEER'S REVIEW AND APPROVAL PRIOR TO VAULT EXCAVATION.

6. SEE CONTRACT DOCUMENTS FOR INFORMATION AND REQUIREMENTS RELATED TO POTENTIAL

FOR CONTAMINATED SOILS. ALL UNPAVED EXCAVATION AREAS, EXCEPT THOSE UNDER THE

ELEVATED PARKING STRUCTURE AT 9212-9214 45TH AVE SW, ARE PREDICTED TO HAVE

TACOMA SMELTER PLUME IMPACTS (ARSENIC AND LEAD) IN THE TOP TWO FEET OF SOIL. IN

ADDITION, TREATED TIMBERS FROM ABANDONED TRESTLE MAY BE ENCOUNTERED IN 45TH AVE

SW AS FOLLOWS: WEST HALF OF 45TH AVE SW, FROM 90 FT NORTH TO 90 FT SOUTH OF

THE SW BARTON ST CENTERLINE. PRESUMED IMPACTED MATERIAL INCLUDES PILE AND

SURROUNDING SOIL WITH VISUAL OR OLFACTORY INDICATIONS OF CREOSOTE.

GENERAL NOTES:

UNLESS OTHERWISE NOTED:

1. ALL WORK MUST CONFORM TO THE 2023 EDITION OF CITY OF SEATTLE (COS) STANDARD

SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND THE 2023 EDITION

OF THE COS STANDARD PLANS FOR MUNICIPAL CONSTRUCTION. A COPY OF THESE

DOCUMENTS MUST BE ON SITE DURING CONSTRUCTION.

2. UNLESS OTHERWISE SHOWN ON SHEETS 16 & 17, ALL RESTORATION WORK IN THE

RIGHT-OF-WAY (ROW) MUST CONFORM TO THE SEATTLE DEPARTMENT OF TRANSPORTATION

(SDOT) DIRECTOR'S RULE 01-2017 RIGHT-OF-WAY OPENING AND RESTORATION RULE. A

COPY OF THIS DOCUMENT MUST BE ON SITE DURING CONSTRUCTION.

3. A COPY OF THE APPROVED CONSTRUCTION DOCUMENTS MUST BE ON SITE WHENEVER

CONSTRUCTION IS IN PROGRESS.

4. ERRORS AND OMISSIONS ON PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER

AND APPROVED BY THE CITY OF SEATTLE.

5. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR PRIVATE

PROPERTY MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION.

6. THE CONTRACTOR MUST CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE

INSPECTOR A MINIMUM OF 2 BUSINESS DAYS PRIOR TO NEEDING AN INSPECTION AND

PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET USE INSPECTOR.

7. ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION MUST BE

IMMEDIATELY REPORTED TO THE ENGINEER AND REPAIRED AS REQUIRED BY THE ENGINEER.

TO REPORT DAMAGE TO SPU INFRASTRUCTURE, INCLUDING ANY SEWAGE RELEASE OR

BLOCKAGE, CALL 206-386-1800.

8. DATUM: NAVD88 AND NAD 83 (2011) 2010.00 EPOCH.

9. SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY MUST BE

DONE IN ACCORDANCE WITH COS STD SPEC 1-05.5 AND COMPLETED PRIOR TO

CONSTRUCTION. CONTRACTOR MUST STAKE THE CURB AT THE CENTERLINE OF DRAINAGE

GRATES PER COS STD PLAN 260A. SURVEY GRADE SHEETS MUST BE SUBMITTED AND

APPROVED BY THE SEATTLE DEPARTMENT OF TRANSPORTATION AT LEAST 2 BUSINESS DAYS

PRIOR TO CONSTRUCTION.

10. THE CONTRACTOR MUST BE 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 COS STD SPEC 1-07.28 ITEM 17.

11. THE CONTRACTOR MUST NOTIFY THE SEATTLE FIRE DEPARTMENT DISPATCHER

(206-386-1400) AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER

SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER ACCESS

BLOCKAGES. THE CONTRACTOR MUST ALSO NOTIFY THE DISPATCHER OF ALL NEW,

RELOCATED OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK.

12. THE CONTRACTOR MUST LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING

CONSTRUCTION.

13. AT LEAST 48 HOURS PRIOR TO DIGGING, THE CONTRACTOR MUST VERIFY ALL UTILITY

LOCATIONS AND CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-

424-5555). SEE COS STD SPEC 1-07.17.

14. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 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. ALL

LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD

SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED

APPROXIMATELY ONLY AND NOT NECESSARILY COMPLETE. UTILITIES HAVING NO RECORDED

DEPTH ARE SHOWN AT THEIR STANDARD DEPTH. WHERE AVAILABLE, POTHOLE LOCATIONS

AND DEPTH INFORMATION OBTAINED FOR THE PROJECT ARE SHOWN IN THE DRAWINGS.

15. THE CONTRACTOR MUST ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED

BY THE PROPOSED IMPROVEMENTS PER COS STD SPEC 7-20.3

16. ALL DISTURBED SOILS MUST BE AMENDED PER STD PLAN 142 AND STD SPEC 8-02

UNLESS DISTURBANCE IS LIMITED TO 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.

17. 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.

18. THE CONTRACTOR MUST CONTACT SEATTLE DEPARTMENT OF TRANSPORTATION, STREET USE

INSPECTOR A MINIMUM OF 2 BUSINESS DAYS PRIOR TO PLANTING FOR INSPECTION OF

STREET TREES AND LANDSCAPING.

19. THE CONTRACTOR MUST SUBMIT ALL APPLICABLE DOCUMENTS REQUIRED UNDER COS STD

SPEC 1-05.3 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 SEATTLE

PUBLIC UTILITIES 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.

20. EXISTING FACILITIES NOTED AS "EXISTING" ARE SHOWN IN LIGHT LINE WEIGHT, STRUCTURES

AND FACILITIES SHOWN IN HEAVY LINE WEIGHT ARE PART OF THIS WORK, WITH THE

EXCEPTION OF EXISTING CONDITIONS PLAN SHEETS.

21. THE PLANS 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 PAVEMENT RESTORATION LIMITS IN THE PUBLIC

RIGHT-OF-WAY MUST BE PER THE RIGHT-OF-WAY OPENING AND RESTORATION RULE

(ROWORR, DR 01-2017).

22. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION.

23. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD

SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED

APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN

AND FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY

BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.

24. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY ENGINEER. IT MUST

BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE

INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE ENGINEER MAY REQUIRE

RECONSTRUCTION OF ITEMS THAT DO NOT MEET CITY STANDARDS OR THAT WERE

CONSTRUCTED WITHOUT INSPECTION AT CONTRACTOR'S EXPENSE.

25. CONTRACTOR MUST PROTECT POWER POLES NEAR EXCAVATIONS PER WAC

296-155-655(9)(a). ALL EXCAVATION ADJACENT TO SEATTLE CITY LIGHT POLES OR OTHER

INSTALLATIONS MUST COMPLY WITH WAC SAFETY STANDARDS FOR CONSTRUCTION WORK,

PART N. SITE SAFETY PROCEDURES AND EXCAVATION PROTECTIONS SYSTEMS MUST COMPLY

WITH WAC 296-155-650, EXCAVATION, TRENCHING AND SHORING.

26. UTILITIES ENCOUNTERED DURING CONSTRUCTION MUST BE SUPPORTED OR OTHERWISE

PROTECTED. WATER MAINS MAY BE SUPPORTED WITH STRAPS BUT CHAINS AND CABLES WILL

NOT BE ALLOWED.

27. TRUCK TRAFFIC MUST BE MINIMIZED THROUGH THE NEIGHBORHOODS, AND USE ARTERIAL

ROUTES WHERE POSSIBLE.

28. COMPLY WITH CITY OF SEATTLE'S ANTI-IDLING PROVISION.

29. CONTRACTOR MUST COORDINATE WITH SEATTLE CITY LIGHT FOUR (4) DAYS IN ADVANCE

WHEN INSTALLING PIPES UNDERNEATH ELECTRICAL DUCTS OR WITHIN FIVE FEET OF ANY

LINES OR POLES.

30. ALL EXISTING TREES, UNLESS OTHERWISE NOTED, SHALL BE LEFT IN PLACE AND PROTECTED

FROM DAMAGE OR INJURY. PROTECT TREES AND VEGETATION PER SECTIONS 1-07.16(2) &

8-01.3(2)B OF THE COS STANDARD SPECIFICATIONS.

31. PROTECTION OF TREE CANOPY AND ROOTS THAT RESIDE WITHIN THE ROW MUST BE PER

SPECIFICATION SECTIONS 8-01 - CONSTRUCTION STORMWATER POLLUTION PREVENTION, THE

APPROVED TREE, VEGETATION AND SOIL PROTECTION PLAN (TVSPP), AND COS STD PLANS

132A AND 133.

32. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED

BY OVERHEAD POWER. THE CONTRACTOR MUST MEET WITH UTILITY OWNERS PRIOR TO

CONSTRUCTION AND MUST TAKE WHATEVER PRECAUTIONS ARE REQUIRED BY LAW AND

REGULATIONS, UTILITY OWNERS AND SAFE CONSTRUCTION PRACTICES. SEE CITY OF SEATTLE

STANDARD SPECIFICATIONS 1-05.2(2) AND 1-07.28.

33. GROUND SURFACES DISTURBED DURING CONSTRUCTION MUST BE RESTORED IN KIND. FOR

REQUIREMENTS REGARDING THE PROTECTION AND RESTORATION OF PUBLIC AND PRIVATE

PROPERTY SEE COS STD SPECS 1-07.16 AND 1-07.17.

34. CONTRACTOR IS RESPONSIBLE FOR STREET USE PERMITS AND PARKING FEES. SEE COS STD

SPEC 1-07.

35. THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET USE

INSPECTOR AND SPU RESIDENT ENGINEER.

36. THE CONTRACTOR IS RESPONSIBLE FOR TRIMMING TREES FOR OVERHEAD CLEARANCE. THIS

MUST BE COORDINATED WITH SDOT URBAN FORESTRY (TREES AND LANDSCAPING PROGRAM)

PHONE AT 206-684-8733 AND/OR SEATTLE.TREES@SEATTLE.GOV TWO WEEKS PRIOR TO

TRIMMING.

37. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH ALL PERMITS INCLUDED IN THE

PROJECT MANUAL AND OBTAINED BY THE CONTRACTOR.

38. APPLICABLE APPROVALS/PERMITS FROM CITY, STATE OR FEDERAL AGENCIES MUST BE

OBTAINED PRIOR TO IMPLEMENTATION OF PROJECT.

39. ALL UTILITY SERVICE CONNECTIONS SHOWN ON THIS PLAN REQUIRE SEPARATE PERMITS.

40. 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 CONTRACTOR'S

RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR

PROPER ADVANCE NOTICE.

41. ALL TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE CITY OF SEATTLE TRAFFIC

CONTROL MANUAL FOR IN-STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE

REQUIRED PRIOR TO BEGINNING CONSTRUCTION.

42. PEDESTRIAN ACCESS MUST BE MAINTAINED AS REQUIRED BY DIRECTOR'S RULE FOR

PEDESTRIAN MOBILITY IN AND AROUND WORK ZONES (SDOT DR10-2015).

43. NOT USED.

44. NOT USED.

45. PAVEMENT, SIDEWALK, AND CURB REMOVALS MUST EXTEND TO EXISTING JOINT, TO LIMITS

IDENTIFIED AS "SAWCUT" ON THE DRAWINGS, OR TO LIMITS DETERMINED BY THE ENGINEER,

SEE SECTION 2-02.3 OF THE COS STANDARD SPECIFICATIONS.

46. ALL JOINTS AT MEET LINES OF NEW ASPHALT CONCRETE PAVEMENT AND EXISTING ROADWAY

SURFACES MUST BE BUTT JOINTS. SEE SECTION 5-04.3(10)B OF THE COS STANDARD

SPECIFICATIONS.

47. IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE

CONTRACTOR SHALL PROVIDE THE STREET USE INSPECTOR A PLAN WITH EXISTING FLOW

LINE AND TOP OF CURB ELEVATIONS IDENTIFIED. CONTRACTOR TO STAKE THE LOCATION OF

THE EXISTING CURB PRIOR TO DEMOLITION.

48. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POLYETHYLENE

PLASTIC FOAM MUST BE PLACED AS A CUSHION BETWEEN EACH UTILITY. SEE COS STD

SPEC 1-07.17(2)B.

49. 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.

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION 2 17NONE

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GENERAL NOTES (1 OF 3)

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CONSTRUCTION STORMWATER AND EROSION

CONTROL (CSEC) NOTES:

UNLESS OTHERWISE NOTED:

1. THE CONSTRUCTION STORMWATER AND EROSION CONTROL PLAN (CSECP) PROVIDED IS

CONCEPTUAL AND MUST BE USED AS A GUIDELINE. THE CONTRACTOR MUST SUBMIT A

CSECP IN ACCORDANCE WITH COS STD SPEC 8-01.3(2)A.

2. THE CONTRACTOR MUST SUBMIT A SPILL PLAN (SP) IN ACCORDANCE WITH COS STD SPEC

8-01.3(2)C.

3. THE CONTRACTOR MUST SUBMIT A TEMPORARY DISCHARGE PLAN (TDP) IN ACCORDANCE

WITH 8-01.3(2)D AND A DEWATERING PLAN IN ACCORDANCE WITH COS STD SPEC 2-08.

REFER TO COS STD SPEC 1-07.5(2)B FOR DISCHARGE PERMITS AND REQUIREMENTS.

4. THE CONCEPTUAL CSEC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM BMPS FOR

ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE CSEC FACILITIES

MUST BE UPGRADED (E.G. ADDITIONAL CATCH BASIN FILTERS, OR ADDITIONAL STORMWATER

TREATMENT MEASURES) AS NEEDED, DUE TO WEATHER OR FIELD CONDITIONS TO PREVENT

SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM OR OFF-SITE AREAS.

5. THE CONTRACTOR MUST USE PROPER EROSION AND SEDIMENT CONTROL PRACTICES ON THE

CONSTRUCTION SITE AND ANY ADJACENT CONSTRUCTION STAGING AREAS TO PREVENT

EROSION IN AND DOWNHILL OF DISTURBED AREAS, AND TO PREVENT THE DISCHARGE OF

UPLAND SEDIMENTS OR SEDIMENT-LADEN WATER INTO WETLANDS, WATER BODIES, STREETS

AND LOCAL DRAINAGE SYSTEMS.

6. THE CSEC FACILITIES ON THE APPROVED PLAN MUST BE CONSTRUCTED PRIOR TO SITE

DISTURBANCE TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,

DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.

7. THE CONTRACTOR MUST USE BMPS (E.G., DIVERSION DITCHES, BERMS) AS APPLICABLE TO

MINIMIZE OFF-SITE RUNOFF AND CLEAN STORMWATER FROM ENTERING THE PROJECT AREA.

8. THE CONTRACTOR MUST NOT DISCHARGE TURBID WATER GENERATED FROM CONSTRUCTION

ACTIVITIES, DIRECTLY TO ANY STREAMS, STORM WATER SYSTEM INLETS, OR DRAINAGE

DITCHES.

9. SOIL STOCKPILES MUST BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT

TRAPPING MEASURES, AND, WHERE POSSIBLE, LOCATED AWAY FROM STORM DRAIN INLETS.

10. THE CONTRACTOR MUST EMPLOY DUST CONTROL MEASURES AS NEEDED TO PREVENT

SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES.

11. CATCH BASIN PROTECTION MUST BE INSTALLED IN ANY GRATED ROAD DRAINAGE

STRUCTURES, EXISTING OR NEWLY INSTALLED, WHICH ARE LIKELY TO RECEIVE RUNOFF FROM

THE DISTURBED AREAS DURING CONSTRUCTION. CATCH BASIN PROTECTION SHOWN ON THE

CONCEPTUAL CESC PLANS ARE APPROXIMATE LOCATIONS. THE CONTRACTOR MUST ADD

CATCH BASIN PROTECTION AS NECESSARY TO ALL GRATED CATCH BASINS THAT RECEIVE

STORMWATER RUNOFF WITHIN THE PROJECT AREA AND THAT MAY OR MAY NOT BE SHOWN

ON THE CSEC PLANS.

12. BMPS (E.G., COMPOST SOCKS) MUST BE INSTALLED TO PREVENT SEDIMENT OR SEDIMENT

LADEN WATERS FROM ENTERING GRATED ROADWAY INLETS WHICH HAVE NO SUMP AND MAY

BE TOO SHALLOW TO EMPLOY CATCH BASIN FILTER SOCKS. OTHER BMPS, SUCH AS STREET

SWEEPING AND VACUUMING, MUST ALSO BE EMPLOYED AS NEEDED TO REMOVE SEDIMENT.

13. AT NO TIME MUST MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE

WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES MUST BE CLEANED

PRIOR TO PAVING. THE CLEANING OPERATION MUST NOT FLUSH SEDIMENT LADEN WATER

INTO THE DOWNSTREAM SYSTEM.

14. PER COS STD SPEC 8-01.3(2)A AND THE CITY'S STORMWATER CODE, AREAS OF EXPOSED

SOIL IN EXCESS OF 4,000 SQUARE FEET THAT WILL NOT BE DISTURBED FOR TWO DAYS

DURING THE PERIOD FROM OCTOBER 1 TO APRIL 30, OR SEVEN DAYS DURING THE PERIOD

FROM MAY 1 TO SEPTEMBER 30, WILL BE IMMEDIATELY STABILIZED WITH APPROVED CSCEC

METHODS (E.G., SEEDING, MULCHING, NETTING, CLEAR PLASTIC COVERING).

15. THE CONTRACTOR'S CERTIFIED EROSION & SEDIMENT CONTROL LEAD (CESCL) MUST REVIEW

AND MODIFY THE CSEC PLANS ON AN AS NEEDED BASIS TO REFLECT THE SITE CONDITIONS

AND CONSTRUCTION METHODS USED. THE CONTRACTOR'S CESCL MUST CONDUCT SITE

INSPECTIONS AT LEAST ONCE EVERY CALENDAR WEEK AND WITHIN 24 HOURS OF ANY

RUNOFF DISCHARGE FROM SITE. AFTER ANY 24-HOUR RUNOFF PRODUCING EVENT, THE

CESCL WILL INSPECT CSEC MEASURES FOR INTEGRITY. ANY DAMAGED CSEC MEASURES WILL

BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPAIRED IMMEDIATELY.

16. CONCRETE SAWCUTTING DEBRIS AND SLURRY MUST BE CONTAINED AND MANAGED USING

APPROPRIATE BMPS TO PREVENT CONTAMINATION OF SITE WATER AND MEET DISCHARGE

REQUIREMENTS. FRESH CONCRETE CAN ALSO ADVERSELY AFFECT SITE WATER QUALITY. PH

SAMPLING AND TESTING MUST BE IN COMPLIANCE WITH APPLICABLE DISCHARGE

AUTHORIZATIONS FROM KING COUNTY DURING CONCRETE POURS AND SAWCUTTING. IF PH

EXCEEDS DISCHARGE LIMITS, APPROPRIATE BMPS MUST BE APPLIED.

17. THE CONTRACTOR MUST SET ASIDE A SEPARATE AREA FOR THE WASH-OUT OF

CONSTRUCTION EQUIPMENT AND TOOLS. PROCESS WATER MUST BE HAULED OFF SITE OR

DISCHARGED TO SEWER IN COMPLIANCE WITH A KING COUNTY DISCHARGE AUTHORIZATION.

18. TEMPORARY TRENCH DEWATERING MUST BE DISCHARGED TO AN APPROVED LOCATION.

DISCHARGES TO THE SEWER SYSTEM MUST COMPLY WITH ALL PROVISIONS OF ANY

DISCHARGE AUTHORIZATIONS FROM KING COUNTY AND SPU, AS WELL AS COS STD SPECS

2-08.3 AND 8-01.3(2)D AND E.

19. EXCAVATION SPOILS MAY BE EXTREMELY WET. CONTRACTOR MUST PREVENT MUD AND WATER

FROM BEING TRACKED ALONG HAULING ROUTES BY LINING TRUCK BEDS OR BY OTHER

MEANS, AS NECESSARY.

20. THE CONTRACTOR IS RESPONSIBLE FOR THE SEQUENCING AND STAGING OF ALL DEMOLITION

AND CSEC ACTIVITIES AT APPROPRIATE TIMES.

PERMITTING NOTES:

UNLESS OTHERWISE NOTED:

1. EVERY REASONABLE EFFORT MUST BE MADE TO CONDUCT THE ACTIVITIES SHOWN IN THESE

PLANS IN A MANNER THAT MINIMIZES THE ADVERSE IMPACT ON WATER QUALITY, FISH AND

WILDLIFE, AND THE NATURAL ENVIRONMENT.

2. ALL WORK SHALL BE IN COMPLIANCE WITH PERMIT CONDITIONS ISSUED BY VARIOUS

REGULATORY AGENCIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE COPIES OF ALL

PERMITS ON THE JOB SITE, UNDERSTAND AND COMPLY WITH ALL PERMIT CONDITIONS.

3. A PROFESSIONAL ARCHAEOLOGIST SHOULD MONITOR ALL GROUND-DISTURBING ACTIVITIES

ASSOCIATED WITH THIS UTILITY WORK, INCLUDING BUT NOT LIMITED TO: GRUBBING, GRADING, EXCAVATION, BELOW GROUND SILT FENCE INSTALLATION, AND UTILITY TRENCHING.

4. IF DURING CONSTRUCTION, ARCHAEOLOGICAL REMAINS ARE ENCOUNTERED, IMMEDIATELY HALT

CONSTRUCTION IN THE VICINITY AND IMPLEMENT NOTIFICATION PROVISIONS IN THE

PROJECT'S INADVERTENT DISCOVERY PLAN.

SCL GENERAL NOTES:

UNLESS OTHERWISE NOTED:

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

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

ARE DISABLED AT ANY ONE TIME.

3. ANY EXCAVATION IN PROXIMITY TO AN EXISTING STREETLIGHT POLE MUST BE DONE WITHOUT

UNDERMINING ITS STABILITY. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY STABILIZING

SUPPORT.

4. MAINTAIN MINIMUM HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SCL UNDERGROUND

STRUCTURES AND OTHER UTILITY STRUCTURES PER SCL CONSTRUCTION STANDARD 0214.00.

5. ALL EXCAVATION ADJACENT TO CITY LIGHT POLES OR OTHER INSTALLATIONS MUST COMPLY

WITH WASHINGTON ADMINISTRATIVE CODE (WAC) 296-155, SAFETY STANDARDS FOR

CONSTRUCTION WORK, PART N. POLE PROTECTION/SUPPORTING SYSTEMS USED WHILE

EXCAVATING MUST COMPLY WITH CITY LIGHT WORK PRACTICE 0101.75.

6. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED

BY OVERHEAD POWER AND OTHER UTILITIES. THE CONTRACTOR MUST MEET WITH UTILITY

OWNERS PRIOR TO CONSTRUCTION AND MUST TAKE WHATEVER PRECAUTIONS ARE REQUIRED

BY LAW AND REGULATIONS, UTILITY OWNERS OR SAFE CONSTRUCTION PRACTICES. SEE STD

SPEC 1-07.17(2)C.

7. ALL WORK ON SCL INFRASTRUCTURE SHALL BE PER SCL SERVICE LETTER (SCL SERVICE

REQUEST 2502204). SEE SECTION 1-02.4(3) OF THE SPECIFICATIONS. WHERE NOT NOTED

IN THE SERVICE LETTER, WORK ON SCL INFRASTRUCTURE SHALL BE PER SCL STANDARDS

AND WORK PRACTICES.

8. CONTRACTOR MUST COORDINATE WITH SCL FOR ALL PROPOSED POLE REMOVALS PRIOR TO

CONSTRUCTION. CONTACT FRANCIS SAMMY AT FRANCIS.SAMMY@SEATTLE.GOV, TELEPHONE

206-615-0675.

STREET LIGHTING GENERAL NOTES:

UNLESS OTHERWISE NOTED:

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.

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION

GENERAL NOTES (2 OF 3)

3 17NONE

MH

TB

O T S U U M P

2025-054 G-0039706 4th Ave NE, Suite 300 Seattle, WA 98115 www.facetnw.com

WM

PSE GENERAL NOTES:

UNLESS OTHERWISE NOTED:

1. CONTACT MAPREQUEST@PSE.COM FOR UPDATED GAS MAPS OF AREA.

2. MAINTAIN A MINIMUM 1-FT VERTICAL SEPARATION WHEN CROSSING GAS MAINS OR SERVICES

AND MINIMUM 3-FT HORIZONTAL SEPARATION WHEN RUNNING PARALLEL TO GAS MAINS OR

SERVICES. SEE STD SPEC 1-07.17(2)A2 AND 1-07.17(2)D.

3. CONTACT PSE PI INSPECTOR BEFORE WORKING NEAR HIGH PRESSURE OR > 4-IN GAS

MAIN:

DOWNTOWN SEATTLE: GLENN HUDEN | 206-396-4159 | GLENN.HUDEN@PSE.COM

SOUTH SEATTLE: TROY PETERSON | 206-396-0730 | TROY.PETERSON@PSE.COM

NORTH SEATTLE: MITCH BALZER | 253-377-9539 | MITCHELL.BALZER@PSE.COM

4. COORDINATE WITH PSE CUSTOMER CONSTRUCTION SERVICES AT 1-888-321-7779 AND A

PSE PROJECT MANAGER FOR RELOCATION OF GAS MAINS AND SERVICES AS NEEDED.

5. LOCATE AND PROTECT ALL GAS FACILITIES IN THE FIELD.

6. THE CONTRACTOR MUST COORDINATE VERTICAL ADJUSTMENT OF GAS SERVICES LINES WITH

THE GAS COMPANY.

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION

GENERAL NOTES (3 OF 3)

4 17NONE

MH

TB

O T S U U M P

2025-054 G-0049706 4th Ave NE, Suite 300

#10

#11

#12

#14 #15

#16

#20

#31 #32

#33

#34

#36

#37

#38

#87

#89

#110

#111

#112

#113

#120

#121

TH

AVE

W

SW DIRECTOR ST

FAU

N

TLE

R O Y W

AY

S W

SW WILDWOOD PL

SW DIRECTOR PL

SW HENDERSON ST

TH

AV

E S W

TH

A

VE

S W

SW BARTON ST

#1 MIC 38864701,

FND PUNCH 2" BRASS DISK

IN CONC MON,

DOWN 0.95' IN CASE

#9 MIC 38865402, FND 1/4"

BRASS PIN W/ PUNCH

IN CONC MON,

DOWN 0.7' IN CASE

#4 MIC 38864704,

FND PUNCH IN

5/8" BRASS PLUG

CONC MON,

DOWN 0.5 IN CASE

#3 MIC 38864703,

FND PUNCH 3/8" BRASS PLUG

CONC MON,

DOWN 0.6 IN CASE

#2 MIC 38864702,

FND PUNCH 5/8"

BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

#5 MIC 38864705,

FND PUNCH IN 2"

BRASS PLUG IN CONC

MON, DOWN 1.0 IN CASE

#54 MIC 38713701,

FND PUNCH IN 1/4"

BRASS PLUG IN 3"X3"

PYRAMIDAL CONC MON,

DOWN 0.5' IN CASE

#52 MIC 38713602,

FND PUNCH IN 1/4"

BRASS PLUG IN

CONC MON,

DOWN 1.6' IN CASE

FND 1.5" ALUM DISC

#41632605

FND 3/8" BRASS PLUG

IN CONC MON,

DOWN 0.60' IN CASE

#41622801

FND 3/4" BRASS PLUG IN

CONC MON,

DOWN 1.30' IN CASE

11+00

12+00

13+00

14+00

16+00

17+00

19+00

98+00

2+

3+

5+

6+

7+

8+

STA: 10+00.00

(45TH AVE SW)

STA: 93+00.00

(SW DIRECTOR PL)

STA: 115+00.00

(SW DIRECTOR ST-WEST)

STA: 121+44.21 (SW DIRECTOR ST-WEST)

STA: 12+40.10 (45TH AVE SW)

CALC'D INT

N=194610.547 E=1255771.766

STA: 82+44.29

(SW DIRECTOR ST)

STA: 12+45.10

(45TH AVE SW)

CALC'D INT

N=194605.549 E=1255771.624

STA: 100+06.65

(SW DIRECTOR PL)

STA: 15+13.11

(45TH AVE SW)

STA: 101+00.00

(SW WILDWOOD PL)

STA: 103+86.40

(SW WILDWOOD PL)

STA: 106+62.30

(SW WILDWOOD PL)

STA: 109+21.14

(SW WILDWOOD PL)

STA: 19+92.23

(45TH AVE SW)

STA: 19+87.23 (45TH AVE SW)

STA: 110+00.00 (SW WILDWOOD PL (2)

CALC'D INT

N=193863.725 E=1255750.380

S °3 '4 "W

.1

S87°42'51"E 644.21

S64°05'54"E706.65

N °3 '2 "E

.3

N °1 6' "E

6.

N °1 6' "E

7.

S48°43'11"E

792.66

STA: 20+00.00 (SW BARTON ST)

CALC'D POSITION

N=194579.228 E=1255160.218

S52°17'45"E 286.40

N1°37'41"E 5.00

S °3 '4 "W

.0

S52°16'18"E 275.90

S63°07'54"E258.84

S48°45'51"E 17.90

S73°42'42"E271.71

R=15.00

R=15.00

30' 30'

30' 30'

STA: 28+10.56

(SW BARTON ST)

S °3 '0 "W

.4

STA: 17+94.60

(45TH AVE SW)

STA: 27+92.66

(SW BARTON ST)

S °3 '2 "W

.6

R=15.00

30' 30'

30' 30'

HORIZONTAL DATUM: NAD83-2011 EPOCH

2010.00 DERIVED FROM THE WSRN AND NGS

CORS

VERTICAL DATUM: NAVD88

BASIS OF BEARING: WASHINGTON STATE PLANE

COORDINATE SYSTEM, NORTH ZONE

VERTICAL BENCHMARKS: SNV-5220, PT #10

PROJECT FIELD BOOK: #3886 PGS 47,54

#3911 PGS 49,50 #4012 PGS 12-25,31

PROJECT SCALE FACTOR: 1.000083184

CONVERGENCE ANGLE: -1°09'03.320001"

PROJECT COMBINED GRID FACTOR:

1.000082418

SCALE FACTOR BASIS:

NORTHING: 194044.48 EASTING: 1255769.36

NOTES:

FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A

1" TRIMBLE TOTAL STATION USING TRAVERSE METHODS THAT

MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN

WAC 332.130.090.

THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A

CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT

TO SHOW ALL EASEMENTS OR RESTRICTIONS OF RECORD, IN

ANY.

UPDATED MAP WITH NEW WETLANDS AND ORDINARY HIGH

WATER MARKS

- 09/07/2023

PROJECT NUMBER: C316078

PROJECT NAME: 45TH AVE SW CULVERT

SURVEY PROJECT FOLDER NUMBER: 261-1128

REFERENCE DOCUMENTS: 265-599

DATE: 6/3/2024

PRJ. SURVEYOR: M. KIMBOROWICZ

PRIMARY CREW: D. WILLIAMS, N. RASMUSSEN

OFFICE TECH: S. LAW/G. HARRIS

R/W CREATED BY: M. KIMBOROWICZ

GEOREGISTRATION NOTES:

SW 1/4 OF SEC 35, T24N, R03E, W.M.

BENCHMARKS:

SNV-5220: SET BRASS CAP STAMPED 5220 0.5 S OF BK CW

ON THE N SIDE OF 4518 SW WILDWOOD PL ON THE

PROJECTED NS CL OF 46TH AVE SW

ELEV=79.23'

PT #10: MAG 4012 1201 SET MAG & WASHER E SIDE OF

45TH AVE SW N OF SW WILDWOOD

ELEV=90.85'

Primary Survey Control Table

Point #

Northing

194053.31

194088.55

194060.66

193883.32

194094.61

194486.92

194267.64

194139.35

194078.11

194335.37

194615.38

194401.86

194623.50

194593.96

194431.32

194577.38

194374.41

194474.84

Easting

1255776.21

1255738.31

1256456.56

1256272.52

1256618.55

1255160.99

1255097.04

1255270.01

1256630.51

1255751.62

1255774.02

1255604.58

1255591.28

1256070.82

1256442.51

1256494.54

1255650.42

1255779.33

Elevation

90.84

89.22

131.48

128.40

129.33

45.55

51.51

62.63

129.40

83.70

77.53

74.20

67.19

100.89

146.32

166.95

78.80

80.14

Description

MAG 40121201

MAG 40122301

MAG 40580901

MAG 40580902

MAG 40580903

MAG 40581802

MAG 40581901

MAG 40581902

MAG

MAG 41632602

MAG 41632601

MAG 41632603

MAG 41632604

MAG 41632607

MAG 41632608

MAG 41632901

MAG 41622401

MAG 41622402

Survey Monument Preservation Table

Point #

41622801

41632605

Northing

193858.73

194044.48

194056.28

194337.65

194468.01

193787.52

193805.95

193982.17

193975.71

193900.47

194584.60

194594.29

194319.69

194144.54

194431.88

194103.94

193977.73

194460.11

194636.24

194850.55

Easting

1255750.24

1255769.36

1255755.89

1255764.01

1255123.50

1256011.18

1256050.98

1256431.81

1255519.34

1255727.03

1256053.39

1256053.63

1255074.53

1255301.13

1256444.26

1257097.73

1257264.26

1256295.00

1255128.07

1255778.59

Description

MIC 38864701

MIC 38864702

MIC 38864703

MIC 38864704

MIC 38864705

MIC 38864706

MIC 38864707

BC 38865401

MIC 38865402

MON 40121202

MIC 40122401

MIC 40122402

MIC 38713602

MIC 38713701

MIC 40782601

MIC 40782602

MIC 40782603

MIC 40782606

MON 41622801

MIC 41632605

Survey Monument Preservation Table

Point #

41632606

41632609

41632610

Northing

194838.96

194480.24

194994.82

Easting

1256060.52

1256445.56

1256856.98

Description

BC 41632606

MIC 41632609

MIC 41632610

SURVEY MONUMENTATION:

WHEN PROPOSED CONSTRUCTION, CHANGES TO PROPOSED CONSTRUCTION, OR

OTHER ACTIVITY REQUIRES REMOVAL OR DESTRUCTION OF A SURVEY MONUMENT, AT

LEAST 2 WORKING DAYS PRIOR TO THIS WORK, THE CONTRACTOR MUST PROVIDE

THE ENGINEER WITH A COPY THE DEPARTMENT OF NATURAL RESOURCES (DNR)

PERMIT AUTHORIZING THE REMOVAL OR DESTRUCTION OF THE SURVEY MONUMENT

PER WAC 332-120.

REMOVAL OR DESTRUCTION IS DEFINED TO MEAN THE PHYSICAL DISTURBANCE OR

COVERING OF A SURVEY MONUMENT SUCH THAT THE SURVEY POINT IS NO LONGER

VISIBLE OR READILY ACCESSIBLE. BEFORE PHYSICAL COMPLETION, THE CONTRACTOR

MUST PROVIDE THE ENGINEER A COPY OF THE DNR FINAL REPORT FORM WITH

EVIDENCE THAT EACH SURVEY MONUMENT HAS BEEN REPLACED OR RESTORED TO

ITS PRE-CONSTRUCTION POSITION. FOR PERMITTING INFORMATION SEE

HTTP://WWW.DNR.WA.GOV/PUBLICATIONS/ENG_PLSO_REMOVE_DESTROY_MONUMENT.ZIP

OR CALL DNR AT (360) 902-1230. AT THE TIME THE PERMITS ARE PROVIDED TO

THE ENGINEER, THE CONTRACTOR MUST FORWARD A COPY OF THIS INITIAL DNR

PERMIT WITH AUTHORIZING SIGNATURES AND FINAL REPORT FORM TO THE LAND

SURVEY MANAGER, SEATTLE PUBLIC UTILITIES, PHYSICAL ADDRESS: SEATTLE

MUNICIPAL TOWER, 700 FIFTH AVENUE, OR MAILING ADDRESS: PO BOX 34018,

SEATTLE, WA 98124-4018.

SCALE IN FEET

60 30 0 60 120

45TH AVE SW EARLY

WORKS POWER

RELOCATION

SURVEY CONTROL PLAN (1 OF 2)

5 171"=60'

O T S U U M P

2025-054 V-101

Mark Kimborowicz (12/08/2025 06:52:31 PST)

#8

#17 #18

#19

#23 #24

#25

#26

#28

#30

#73

#74

#83

#114

#115

#116

#117

C

ALIFO

R N

IA

AVE

S W

SW

BRA

CE

POI

NT

DR

TH

AVE

W

R D

P L S W

SW BARTON ST

#6 MIC 38864706,

FND PUNCH IN 1/4"

BRASS PIN IN CONC MON,

DOWN 0.7' IN CASE

#21 MIC 40122401

FND PUNCH

IN 5/8" BRASS

PLUG, DOWN 0.5

#60

PUNCH IN 3/8"

BRASS PLUG IN

CONC HUB,

DOWN .85'

FND 3" BRASS DISC

#22

FND 5/8" BRASS PLUG

IN CONC MON IN CASE

#70

FND 1/2" BRASS PLUG

IN CONC MON,

DOWN 0.9' IN CASE

#41632609

FND 1/4" BRASS PIN

IN CONC MON,

DOWN 1.2' IN CASE

#41632606FND 3" BRASS DISC STAMPED

"SEATTLE ENGR DEPT"

74+00

75+00

66+00

67+00

68+00

63+00

64+00

41+00

42+00

43+00

45+00

46+00

47+00

48+00

49+00

50+00

34+ 91.15

31+00

33+

34+

36+

37+

38+

39+

STA: 62+00.00

(44TH AVE SW)

STA: 65+00.00 (43RD PL SW)

CALC'D POSITION

N=194828.949 E=1256305.314

STA: 40+00.00 (CALIFORNIA AVE SW)

CALC'D POSITION

N=194822.819 E=1256455.189

STA: 85+26.57

(SW DIRECTOR ST)

STA: 64+44.74

(44TH AVE SW)

STA: 86+00.00

(SW DIRECTOR ST (2))

STA: 64+54.46

(44TH AVE SW)

STA: 88+74.58

(SW DIRECTOR ST (2))

STA: 68+68.99

(43RD PL SW)

STA: 43+42.72

(CALIFORNIA AVE SW)

STA: 75+58.84

(42ND AVE SW)

STA: 90+26.49

(SW DIRECTOR ST (2))

STA: 43+91.09

(CALIFORNIA AVE SW)

STA: 112+71.71

(SW WILDWOOD PL (2)

STA: 35+00.00

(SW BRACE PT DR)

#7 MIC 38864707,

FND PUNCH IN 1/4"

BRASS PIN IN CONC MON,

DOWN 0.8 IN CASE

STA: 35+43.86

(SW BRACE PT DR)

STA: 39+63.48

(SW BRACE PT DR)

STA: 48+40.98

(CALIFORNIA AVE SW)

STA: 34+91.15 (SW BARTON ST)

STA: 47+14.33 (CALIFORNIA AVE SW)

CALC'D INT

N=194108.766 E=1256435.315

S87°38'45"E

282.17 S87°39'29"E

245.00 S87°39'29"E 150.00

S °3 '0 "W

.7

S °3 '0 "W

.9

S °3 '3 "W

.7

S87°43'06"E 282.28

S57°15'02"E

164.41 L=82.77 R=215.00

=22°03'28"

S79°17'31"E

151.91 N82°29'28

"E

169.30

N65°08'43"E 43.86

N65 °10

'12 "E

.62

N70°49'34"E 255.62

S87°20'53"E 424.98

S °3 '0 "W

.8

S °3 '0 "W

.8

S °3 '2 "W

R=20.00

R=30.00

R=100.00

R=15.00

R=30.00

R=38.83

R=65.00

25' 25'

20'

20'

30'

30'

20'

20'

40'

40'

14'

14'

30'40'

S1°42'18"W 9.71

#27

#29

#57

#63

#64

#72

#75

SW BARTON ST

ND

A

VE

S W

ST

A

VE

S W

SW

HEN

DER

SON

ST

FND 3/8" BRASS PIN

IN CONC MON,

DOWN 0.8' IN CASE

FND 3/8" BRASS PIN

IN CONC MON,

DOWN 0.85' IN CASE

L=226.77, R=230.00

Δ=56°29'32"

SCALE IN FEET

60 30 0 60 120

72+00

73+00

74+00

STA: 92+69.30 (SW BARTON ST)

CALC'D POSITION

N=194454.006 E=1256612.110

S3 8° '3 5" W

8.

S52°50'39"E 164.33

S41°00'59"E

230.39

25' 25'

#41632610

FND 1/4" BRASS PIN IN CONC

MON, DOWN 0.90' IN CASE

STA: 69+00.00

(42ND AVE SW)

45TH AVE SW EARLY

WORKS POWER

RELOCATION

SURVEY CONTROL PLAN (2 OF 2)

6 171"=60'

O T S U U M P

2025-054 V-102

Mark Kimborowicz (12/08/2025 06:52:31 PST)

'H I W F

'H I W F

C W

G

ATE

W

ST

P

G

VL

G

VL

G

VL

G

VL

G

VL

#13

"TR

EE

10"TREE

W M

W M

"TR

EE

W M

PP/RISERS

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"P S

"W

24"CC

'H I

W F

C W

SMH RIM=89.19'

IE(N)=78.17' 8"VCP

IE(S)=78.31' 8"CONC

H

ED

G E

S S

S S

30' 30'

AS

P H

AS

P H

C O N C

D W Y

C W

'H I W F

S

TEP G

VL

G

VL

G

VL

CB RIM=86.87'

IE(NW)=83.54' 8"TRAP

"TR

EE

"TR

EE

PP

W M

"TR

EE

B

LR

D

ASPH

SPEED

BUMPS

C O N C

D W Y

C O N C

D W Y

S S

S S

16+00

17+00

S °3 '0 "W

.4

45TH AVE SW EARLY

WORKS POWER

RELOCATION

EXISTING CONDITIONS PLAN

7 171"=10'

MH

TB

O T S U U M P

2025-054 V-111

SCALE IN FEET

10 5 0 10 20

GENERAL NOTE:

1. BASEMAP AND TOPOGRAPHIC SURVEY PROVIDED BY SPU DATED

10/2016-7/2025. CONTRACTOR MUST FIELD VERIFY EXISTING

CONDITIONS AND MUST NOTIFY ENGINEER PRIOR TO CONSTRUCTION

OF DISCREPANCIES THAT AFFECT CONSTRUCTION. ROW BETWEEN AND

BEHIND 9134 AND 9144 45TH AVE SW HAS NOT BEEN SURVEYED.

CONTRACTOR MUST VERIFY AND DOCUMENT EXISTING CONDITIONS.

34480

WM

WM

30' 30'

MW

MW

GATE

'H I W F

GATE

RET WALL

C O N C

D W Y

W

ST

P

W

ST

P

#2

#3

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREE

36"TREE

29"TREE

30"TREE

16"TREE

11"TREE

10"TREE

POLE

POLE POLE

#20

MW

P P

"TR

EE

"TR

EE

P P

IRC

IRC

IRC

"W

8"W(LOC?)

WHEEL STOP

WHEEL STOP

#3 MIC 38864703

FOUND PUNCH

3/8" BRASS PLUG

IN CONC MON,

DOWN 0.6' IN CASE

#2 MIC 38864702

FOUND PUNCH

5/8" BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

24"CC

WHEEL STOP

6'H I W

F

C W

C W

HEDGE

H

EDGE

HEDGE

INLET RIM=87.63'

IE(S)=86.73' 4"PIPE

IE(W)=86.68' 4"PIPE

CB RIM=88.92'

IE(S)=85.27' 6"PIPE

IE(NW)=85.62' 6"PIPE

CB RIM=88.48'

IE(N)=85.33' 6"PIPE

IE(S)=85.28' 6"PIPE

INL RIM=90.43'

IE(S)=88.69' 6"PIPE

INLET RIM=91.73'

IE(NW)=89.39' 6"PIPE

INLET RIM=91.59'

IE(N)=88.57' 8"TRAP

CB RIM=92.19'

IE(NE)=88.19' 6"CONC

DIRECTION CONFIRMED

COULDN'T FIND DISCHARGE

N87°20'53"W

424.98'

IE(N)=66.24'

6"CULV

IE(S)=63.25'

8"CULV

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULV

SS(LOC?)

G R S

C O N C

D W Y

CONC STEPS

AS

P H

AS

P H

C W G R S

5'

HI

WF

PIER

FDN

7'HI BR WALL

CONC

PRKG

ASPH

PRKG

CW

CONC

DEBRIS

RACK

WD STEPS

INL RIM=89.44'

IE(N)=88.29' 4"PIPE

IE(W)=88.19 6"TRAP

BR

C O N C

S

TEP

S

CW

CONC STEPS

5'HI CLF

G R S

GND

EL=69.12'

TOP

EL=67.64'

TOE

EL=65.50'

EDGE OF WTR

EL=64.93'

THALWEG

EL=64.59'

EDGE OF WTR

EL=64.99'

TOE

EL=64.73'

TOP

EL=67.62'

GND

EL=67.84'

GND

EL=68.44'

CROSS

SECTION #12

M W

M W

M W

MW

COL

COL

SDMH RIM=91.50'

IE(E)=84.80' 6"TRAP

TOP TRAP(S)=87.35'

IE(W)=84.80' 36"CMP

SDMH RIM=93.06'

IE(E)=90.76' 6"CONC

IE(S)=89.86' 12"CONC

36"PSD

WF OH1RB

W F O H

LB

WF OH2LB

WF WA8

WF OH2RB

WF DP1

WF DP2

WF WA1

WF WA9

WF OH4LB

WF OH3RB

WF OH3LB

JB RIM=88.20'(PRIVATE)

IE(N)=84.98' 8"PVC

IE(W)=84.67' 8"PVC

20"TREE

HH

"TR

EE

W M

W M

"TR

EE

ENT=92.8'

C O N C

P

AN

EL(TYP

N48°45'51"W 17.90

19+00

18+00

S °3 '2 "W

.6

30' 30'

MW

MW

GATE

'H I W F

GATE

RET WALL

C O N C

D W Y

W

ST

P

W

ST

P

#2

#3

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREE

36"TREE

29"TREE

30"TREE

16"TREE

11"TREE

10"TREE

POLE

POLE POLE

#20

MW

P P

"TR

EE

"TR

EE

P P

IRC

IRC

IRC

"W

8"W(LOC?)

WHEEL STOP

WHEEL STOP

#3 MIC 38864703

FOUND PUNCH

3/8" BRASS PLUG

IN CONC MON,

DOWN 0.6' IN CASE

#2 MIC 38864702

FOUND PUNCH

5/8" BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

24"CC

WHEEL STOP

6'H I W

F

C W

C W

HEDGE

H

EDGE

HEDGE

INLET RIM=87.63'

IE(S)=86.73' 4"PIPE

IE(W)=86.68' 4"PIPE

CB RIM=88.92'

IE(S)=85.27' 6"PIPE

IE(NW)=85.62' 6"PIPE

CB RIM=88.48'

IE(N)=85.33' 6"PIPE

IE(S)=85.28' 6"PIPE

INL RIM=90.43'

IE(S)=88.69' 6"PIPE

INLET RIM=91.73'

IE(NW)=89.39' 6"PIPE

INLET RIM=91.59'

IE(N)=88.57' 8"TRAP

CB RIM=92.19'

IE(NE)=88.19' 6"CONC

DIRECTION CONFIRMED

COULDN'T FIND DISCHARGE

N87°20'53"W

424.98'

IE(N)=66.24'

6"CULV

IE(S)=63.25'

8"CULV

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULV

SS(LOC?)

G R S

C O N C

D W Y

CONC STEPS

AS

P H

AS

P H

C W G R S

5'

HI

WF

PIER

FDN

7'HI BR WALL

CONC

PRKG

ASPH

PRKG

CW

CONC

DEBRIS

RACK

WD STEPS

INL RIM=89.44'

IE(N)=88.29' 4"PIPE

IE(W)=88.19 6"TRAP

BR

C O N C

S

TEP

S

CW

CONC STEPS

5'HI CLF

G R S

GND

EL=69.12'

TOP

EL=67.64'

TOE

EL=65.50'

EDGE OF WTR

EL=64.93'

THALWEG

EL=64.59'

EDGE OF WTR

EL=64.99'

TOE

EL=64.73'

TOP

EL=67.62'

GND

EL=67.84'

GND

EL=68.44'

CROSS

SECTION #12

M W

M W

M W

MW

COL

COL

SDMH RIM=91.50'

IE(E)=84.80' 6"TRAP

TOP TRAP(S)=87.35'

IE(W)=84.80' 36"CMP

SDMH RIM=93.06'

IE(E)=90.76' 6"CONC

IE(S)=89.86' 12"CONC

36"PSD

WF OH1RB

W F O H

LB

WF OH2LB

WF WA8

WF OH2RB

WF DP1

WF DP2

WF WA1

WF WA9

WF OH4LB

WF OH3RB

WF OH3LB

JB RIM=88.20'(PRIVATE)

IE(N)=84.98' 8"PVC

IE(W)=84.67' 8"PVC

20"TREE

HH

"TR

EE

W M

W M

"TR

EE

ENT=92.8'

C O N C

P

AN

EL(TYP

N48°45'51"W 17.90

19+00

18+00

S °3 '2 "W

.6

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREEMW

WHEEL STOP

IE(S)=63.25'

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULVPIER

FDN

THALWEG

EL=64.59'

TOP

EL=67.62'

EL=68.44'

SECTION #12

36"PSD

WF OH1RB

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREEMW

WHEEL STOP

IE(S)=63.25'

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULVPIER

FDN

THALWEG

EL=64.59'

TOP

EL=67.62'

EL=68.44'

SECTION #12

36"PSD

WF OH1RB

45TH AVE SW EARLY

WORKS POWER

RELOCATION

EXISTING CONDITIONS PLAN

8 171"=10'

MH

TB

O T S U U M P

2025-054 V-112

SCALE IN FEET

10 5 0 10 20

GENERAL NOTE:

1. BASEMAP AND TOPOGRAPHIC SURVEY PROVIDED BY SPU DATED

10/2016-7/2025. CONTRACTOR MUST FIELD VERIFY EXISTING

CONDITIONS AND MUST NOTIFY ENGINEER PRIOR TO CONSTRUCTION

OF DISCREPANCIES THAT AFFECT CONSTRUCTION.

SCALE IN FEET

10 5 0 10 20

MATCH LINE STA 17+50 - SEE SHEET 7

S W

B

AR

TO

N

S T

PARKING OVERHANG1

PARKING OVERHANG

SCALE: 1"=10'

APPROXIMATE LOCATION OF

ELEVATED CONCRETE DECK

34480

WM

WM

MW

GATE

'H I W F

GATE

RET WALL

C O N C

D W Y

W

ST

P

W

ST

P

#2

#3

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREE

36"TREE

29"TREE

30"TREE

16"TREE

11"TREE

10"TREE

POLE

POLE POLE

#20

MW

P P

"TR

EE

"TR

EE

P P

IRC

IRC

IRC

"W

8"W(LOC?)

WHEEL STOP

WHEEL STOP

#3 MIC 38864703

FOUND PUNCH

3/8" BRASS PLUG

IN CONC MON,

DOWN 0.6' IN CASE

#2 MIC 38864702

FOUND PUNCH

5/8" BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

24"CC

WHEEL STOP

6'H I W

F

C W

C W

HEDGE

H

EDGE

HEDGE

INLET RIM=87.63'

IE(S)=86.73' 4"PIPE

IE(W)=86.68' 4"PIPE

CB RIM=88.92'

IE(S)=85.27' 6"PIPE

IE(NW)=85.62' 6"PIPE

CB RIM=88.48'

IE(N)=85.33' 6"PIPE

IE(S)=85.28' 6"PIPE

INL RIM=90.43'

IE(S)=88.69' 6"PIPE

INLET RIM=91.73'

IE(NW)=89.39' 6"PIPE

INLET RIM=91.59'

IE(N)=88.57' 8"TRAP

CB RIM=92.19'

IE(NE)=88.19' 6"CONC

DIRECTION CONFIRMED

COULDN'T FIND DISCHARGE

N87°20'53"W

424.98'

IE(N)=66.24'

6"CULV

IE(S)=63.25'

8"CULV

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULV

SS(LOC?)

G R S

C O N C

D W Y

CONC STEPS

AS

P H

AS

P H

C W G R S

5'

HI

WF

PIER

FDN

7'HI BR WALL

CONC

PRKG

ASPH

PRKG

CW

CONC

DEBRIS

RACK

WD STEPS

INL RIM=89.44'

IE(N)=88.29' 4"PIPE

IE(W)=88.19 6"TRAP

BR

C O N C

S

TEP

S

CW

CONC STEPS

5'HI CLF

G R S

GND

EL=69.12'

TOP

EL=67.64'

TOE

EL=65.50'

EDGE OF WTR

EL=64.93'

THALWEG

EL=64.59'

EDGE OF WTR

EL=64.99'

TOE

EL=64.73'

TOP

EL=67.62'

GND

EL=67.84'

GND

EL=68.44'

CROSS

SECTION #12

M W

M W

M W

MW

COL

COL

SDMH RIM=91.50'

IE(E)=84.80' 6"TRAP

TOP TRAP(S)=87.35'

IE(W)=84.80' 36"CMP

SDMH RIM=93.06'

IE(E)=90.76' 6"CONC

IE(S)=89.86' 12"CONC

36"PSD

WF OH1RB

W F O H

LB

WF OH2LB

WF WA8

WF OH2RB

WF DP1

WF DP2

WF WA1

WF WA9

WF OH4LB

WF OH3RB

WF OH3LB

JB RIM=88.20'(PRIVATE)

IE(N)=84.98' 8"PVC

IE(W)=84.67' 8"PVC

20"TREE

HH

"TR

EE

W M

W M

"TR

EE

ENT=92.8'

C O N C

P

AN

EL(TYP

N48°45'51"W 17.90

19+00

18+00

S °3 '2 "W

.6

T121-2

T121-1

T121-3T121-4

T121-5

T121-6 T121-9

T121-7

T121-10

T121-8

SW BARTON ST

EASEMENT POINT TABLE

POINT

T121-1

T121-2

T121-3

T121-4

T121-5

T121-6

T121-7

T121-8

T121-9

T121-10

STATION, OFFSET

STA 27+52.31, 14.00'RT

STA 27+65.30, 14.00'RT

STA 28+10.56, 98.05'RT

STA 28+10.56, 102.91'RT

STA 28+27.02, 14.00'RT

STA 28+27.38, 34.63'RT

STA 28+75.55, 37.02'RT

STA 28+76.21, 29.04'RT

STA 28+94.29, 30.01'RT

STA 28+95.19, 14.00'RT

PARCEL

NUMBER

PARCEL

ADDRESS

OWNERSHIP

(TAXPAYER)

OWNERSHIP

TOTAL AREA

(SF)

TEMPORARY

CONSTRUCTION

EASEMENT

(SF)

PERMANENT

EASEMENT

(SF)

REMAINDER

(SF)

2346700000 9212 & 9214 45TH AVE

SW ENDOLYNE CONDOMINIUM 9,540 1,356 0 9,540

2487201221 4500 & 4502 SW

WILDWOOD PL

SEATTLE HOUSING

AUTHORITY

19,200 1,100 0 19,200

1234567890

RIGHT-OF-WAY AND EASEMENT

LEGEND:

TEMPORARY CONSTRUCTION

EASEMENT

RIGHT-OF-WAY LINE

EXISTING LOT LINE

PARCEL NUMBER

CONSTRUCTION LIMITS

1234567890

RIGHT-OF-WAY AND EASEMENT

LEGEND:

TEMPORARY CONSTRUCTION

EASEMENT

RIGHT-OF-WAY LINE

EXISTING LOT LINE

PARCEL NUMBER

CONSTRUCTION LIMITS

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION

RIGHT OF WAY & EASEMENT PLAN

9 171"=10'

MH

NA

O T S U U M P

2025-054 V-1219706 4th Ave NE, Suite 300 Seattle, WA 98115 www.facetnw.com

2346700000

ENDOLYNE CONDOMINIUM

9212 & 9214 45TH AVE SW

2487201365

DUNCAN & JUDITH SHARP

N/A

2488200480

ALPINE CHALET APTS

9144 45TH AVE SW

2487201221

SEATTLE HOUSING AUTHORITY

4500 & 4502 SW WILDWOOD PL

WILDWOOD GLEN

WM

WM

I W F

'H I W F

C W

G

ATE

W

ST

P

G

VL

G

VL

G

VL

G

VL

G

VL

#13

"TR

EE

10"TREE

W M

W M

"TR

EE

W M

PP/RISERS

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"TR

EE

"P S

"W

24"CC

'H I

W F

C W

SMH RIM=89.19'

IE(N)=78.17' 8"VCP

IE(S)=78.31' 8"CONC

H

ED

G E

S S

S S

30' 30'

AS

P H

AS

P H

C O N C

D W Y

C W

'H I W F

S

TEP G

VL

G

VL

G

VL

CB RIM=86.87'

IE(NW)=83.54' 8"TRAP

"TR

EE

"TR

EE

PP

W M

"TR

EE

B

LR

D

ASPH

SPEED

BUMPS

C O N C

D W Y

C O N C

D W Y

S S

S S

16+00

17+00

S °3 '0 "W

.4

#5

#6

#7

#8

#202

#203

#210

#211

SITE PREPARATION LEGEND:

CLEARING AND GRUBBING,

PROTECT EXPOSED SOILS. SEE

CSEC NOTES AND PROJECT NOTE

6, SHEET 2

REMOVE CONCRETE PAVEMENT

REMOVE CEM CONCRETE SIDEWALK

REMOVE CURB

SAW CUT PAVEMENT FULL DEPTH

CONSTRUCTION LIMITS

REMOVE TREE

CSEC LEGEND:

TREE PROTECTION FENCING

INLET PROTECTION

TEMPORARY ACCESS LEGEND:

TEMPORARY 6' HIGH CHAIN LINK

FENCE RELOCATED AS NEEDED

WITH CONSTRUCTION

34480

45TH AVE SW EARLY

WORKS POWER

RELOCATION

SITE PREPARATION & CSEC PLAN

10 171"=10'

MH

NA

O T S U U M P

2025-054 CD1019706 4th Ave NE, Suite 300 Seattle, WA 98115 www.facetnw.com

SITE PREPARATION NOTES:

SYMBOL NOTE

PROTECT EXISTING TREES UNLESS OTHERWISE SPECIFIED

(TYP)

OVERHEAD POWER TO BE REMOVED BY SCL WITH

CONTRACTOR ASSISTANCE

REMOVE AND REPLACE EXISTING FENCES AND GATE. SEE

SHEET 16 FOR REPLACEMENT LOCATION

POTHOLE EX UTILITY

EX POLE TO BE REMOVED BY SCL WITH CONTRACTOR

ASSISTANCE. SCL TO DETERMINE IF A POLE HOLD IS

NECESSARY DURING THE POLE REMOVAL OR REMOVAL OF

OVERHEAD LINES. SALVAGE STREET LIGHT TO SCL

MAINTAIN PEDESTRIAN ACCESS ON AT LEAST ONE SIDE OF

45TH AVE SW AT ALL TIMES. UTILIZE DETOUR SIGNAGE AS

NECESSARY AT NEAREST PEDESTRIAN STREET CROSSINGS TO

THE NORTH AND SOUTH OF PROJECT SITE (TYP)

PROTECT EX TREE AND ROOTS (NOT SURVEYED)

PROTECT IN PLACE

REMOVE EXISTING TIMBER FENCE (NOT SURVEYED).

DOCUMENT EXISTING CONDITIONS AND DIMENSIONS TO

REPLACE IN-KIND AFTER CONSTRUCTION

GENERAL NOTES:

1. TREE REMOVAL UNDER SDOT PERMIT #SDOTTRLA0001853. CONTACT

SDOT URBAN FORESTRY (206-684-8733 AND/OR

SEATTLE.TREES@SEATTLE.GOV) FOR FIELD REVIEW OF TREE,

VEGETATION, AND SOIL PROTECTION PLAN PRIOR TO CONSTRUCTION.

2. TREE REPLACEMENTS BY OTHERS UNDER SEPARATE SDOT PERMIT

#SDOTTRLA0001853.

CSEC NOTES:

SYMBOL NOTE

INSTALL INLET PROTECTION PER DETAIL 1, SHEET 12

PROTECT ALL DISTURBED SOILS WITH MULCHING, MATTING

AND COMPOST BLANKETS PER DETAIL 2, SHEET 12 (TYP)

CONTRACTOR TO SWEEP STREET DAILY OR AS OFTEN AS

NECESSARY TO PREVENT SEDIMENT TRACKED FROM SITE

TREE PROTECTION FENCING PER COS STD PLAN 132A, 133

ALPINE CHALET APTS

9144 45TH AVE SW

ALPINE CHALET APTS

9134 45TH AVE SW

FAUNTLEE WOODS

9165 45TH AVE SW

9157 & 9159 45TH AVE SW

TA

G

# TREE NAME

(GENUS/SP,

COMMON)

R E M O

VE

(Y E S N O

B H

(I N

H E

IG

H T

(F T)

C R Z

(R

AD

IU

S

FT

C

N D

IT

IO

N

ACER CIRCINATUM

(VINE MAPLE) N 7.1 30 7.1 FAIR

ACER CIRCINATUM

(VINE MAPLE) N 5.5 30 5.5 FAIR

ACER CIRCINATUM

(VINE MAPLE) N 6.9 30 6.9 FAIR

ACER CIRCINATUM

(VINE MAPLE) N 6 30 6 FAIR

PRUNUS X BLIERIANA

(PURPLE-LEAFED

PLUM)

N 20.5 25 20.5 FAIR

TREE SCHEDULE - EXISTING TREE INVENTORY AND ASSESSMENT:

INVENTORY AND ASSESSMENT BASED ON ARBORIST REPORT BY FACET AUGUST 19, 2025 AND

AMENDED SEPTEMBER 25, 2025

NOTE:

SDOT DOES NOT REGULATE VINE MAPLE AS A STREET TREE.

SEE ARBORIST REPORT FOR ADDITIONAL INFORMATION.

WM

WM

MW

GATE

'H I W F

GATE

RET WALL

C O N C

D W Y

W

ST

P

W

ST

P

#2

#3

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREE

36"TREE

29"TREE

30"TREE

10"TREE

POLE

POLE POLE

#20

MW

P P

"TR

EE

"TR

EE

P P

IRC

IRC

IRC

"W

8"W(LOC?)

WHEEL STOP

WHEEL STOP

#3 MIC 38864703

FOUND PUNCH

3/8" BRASS PLUG

IN CONC MON,

DOWN 0.6' IN CASE

#2 MIC 38864702

FOUND PUNCH

5/8" BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

24"CC

WHEEL STOP

6'H I W

F

C W

C W

HEDGE

H

EDGE

HEDGE

INLET RIM=87.63'

IE(S)=86.73' 4"PIPE

IE(W)=86.68' 4"PIPE

CB RIM=88.92'

IE(S)=85.27' 6"PIPE

IE(NW)=85.62' 6"PIPE

CB RIM=88.48'

IE(N)=85.33' 6"PIPE

IE(S)=85.28' 6"PIPE

INL RIM=90.43'

IE(S)=88.69' 6"PIPE

INLET RIM=91.73'

IE(NW)=89.39' 6"PIPE

INLET RIM=91.59'

IE(N)=88.57' 8"TRAP

CB RIM=92.19'

IE(NE)=88.19' 6"CONC

DIRECTION CONFIRMED

COULDN'T FIND DISCHARGE

N87°20'53"W

424.98'

IE(N)=66.24'

6"CULV

IE(S)=63.25'

8"CULV

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULV

SS(LOC?)

G R S

C O N C

D W Y

CONC STEPS

AS

P H

AS

P H

C W G R S

5'

HI

WF

PIER

FDN

7'HI BR WALL

CONC

PRKG

ASPH

PRKG

CW

CONC

DEBRIS

RACK

WD STEPS

INL RIM=89.44'

IE(N)=88.29' 4"PIPE

IE(W)=88.19 6"TRAP

BR

C O N C

S

TEP

S

CW

CONC STEPS

5'HI CLF

G R S

GND

EL=69.12'

TOP

EL=67.64'

TOE

EL=65.50'

EDGE OF WTR

EL=64.93'

THALWEG

EL=64.59'

EDGE OF WTR

EL=64.99'

TOE

EL=64.73'

TOP

EL=67.62'

GND

EL=67.84'

GND

EL=68.44'

CROSS

SECTION #12

M W

M W

M W

MW

COL

COL

SDMH RIM=91.50'

IE(E)=84.80' 6"TRAP

TOP TRAP(S)=87.35'

IE(W)=84.80' 36"CMP

SDMH RIM=93.06'

IE(E)=90.76' 6"CONC

IE(S)=89.86' 12"CONC

36"PSD

WF OH1RB

W F O H

LB

WF OH2LB

WF WA8

WF OH2RB

WF OH3LB

JB RIM=88.20'(PRIVATE)

IE(N)=84.98' 8"PVC

IE(W)=84.67' 8"PVC

20"TREE

HH

"TR

EE

W M

W M

"TR

EE

ENT=92.8'

C O N C

P

AN

EL(TYP

N48°45'51"W 17.90

19+00

18+00

S °3 '2 "W

.6

30' 30'

MW

MW

GATE

'H I W F

GATE

RET WALL

C O N C

D W Y

W

ST

P

W

ST

P

#2

#3

#12

10"TREE

11"TREE

12"TREE

7"TREE

16"TREE

36"TREE

29"TREE

30"TREE

10"TREE

POLE

POLE POLE

#20

MW

P P

"TR

EE

"TR

EE

P P

IRC

IRC

IRC

"W

8"W(LOC?)

WHEEL STOP

WHEEL STOP

#3 MIC 38864703

FOUND PUNCH

3/8" BRASS PLUG

IN CONC MON,

DOWN 0.6' IN CASE

#2 MIC 38864702

FOUND PUNCH

5/8" BRASS PLUG

IN CONC MON,

DOWN 0.7' IN CASE

24"CC

WHEEL STOP

6'H I W

F

C W

C W

HEDGE

H

EDGE

HEDGE

INLET RIM=87.63'

IE(S)=86.73' 4"PIPE

IE(W)=86.68' 4"PIPE

CB RIM=88.92'

IE(S)=85.27' 6"PIPE

IE(NW)=85.62' 6"PIPE

CB RIM=88.48'

IE(N)=85.33' 6"PIPE

IE(S)=85.28' 6"PIPE

INL RIM=90.43'

IE(S)=88.69' 6"PIPE

INLET RIM=91.73'

IE(NW)=89.39' 6"PIPE

INLET RIM=91.59'

IE(N)=88.57' 8"TRAP

CB RIM=92.19'

IE(NE)=88.19' 6"CONC

DIRECTION CONFIRMED

COULDN'T FIND DISCHARGE

N87°20'53"W

424.98'

IE(N)=66.24'

6"CULV

IE(S)=63.25'

8"CULV

IE(NW)=63.92'

6"CULV

IE(NW)=60.78' 24"CULV

SS(LOC?)

G R S

C O N C

D W Y

CONC STEPS

AS

P H

AS

P H

C W G R S

5'

HI

WF

PIER

FDN

7'HI BR WALL

CONC

PRKG

ASPH

PRKG

CW

CONC

DEBRIS

RACK

WD STEPS

INL RIM=89.44'

IE(N)=88.29' 4"PIPE

IE(W)=88.19 6"TRAP

BR

C O N C

S

TEP

S

CW

CONC STEPS

5'HI CLF

G R S

GND

EL=69.12'

TOP

EL=67.64'

TOE

EL=65.50'

EDGE OF WTR

EL=64.93'

THALWEG

EL=64.59'

EDGE OF WTR

EL=64.99'

TOE

EL=64.73'

TOP

EL=67.62'

GND

EL=67.84'

GND

EL=68.44'

CROSS

SECTION #12

M W

M W

M W

MW

COL

COL

SDMH RIM=91.50'

IE(E)=84.80' 6"TRAP

TOP TRAP(S)=87.35'

IE(W)=84.80' 36"CMP

SDMH RIM=93.06'

IE(E)=90.76' 6"CONC

IE(S)=89.86' 12"CONC

36"PSD

WF OH1RB

W F O H

LB

WF OH2LB

WF WA8

WF OH2RB

WF OH3LB

JB RIM=88.20'(PRIVATE)

IE(N)=84.98' 8"PVC

IE(W)=84.67' 8"PVC

20"TREE

HH

"TR

EE

W M

W M

"TR

EE

ENT=92.8'

C O N C

P

AN

EL(TYP

N48°45'51"W 17.90

19+00

18+00

S °3 '2 "W

.6

P P

P P

#34 #33

#2

#3

#4

#1

#31

#32

SITE PREPARATION LEGEND:

CLEARING AND GRUBBING,

PROTECT EXPOSED SOILS. SEE

CSEC NOTES AND PROJECT NOTE

6, SHEET 2

REMOVE CONCRETE PAVEMENT

REMOVE CEM CONCRETE SIDEWALK

REMOVE CURB

SAW CUT PAVEMENT FULL DEPTH

CONSTRUCTION LIMITS

REMOVE TREE

CSEC LEGEND:

TREE PROTECTION FENCING

INLET PROTECTION

TEMPORARY ACCESS LEGEND:

TEMPORARY 6' HIGH CHAIN LINK

FENCE RELOCATED AS NEEDED

WITH CONSTRUCTION

45TH AVE SW EARLY

WORKS POWER

RELOCATION

SITE PREPARATION & CSEC PLAN

11 171"=10'

MH

NA

O T S U U M P

2025-054 CD102

SCALE IN FEET

10 5 0 10 20

34480

9706 4th Ave NE, Suite 300

MATCH LINE STA 17+50 - SEE SHEET 10

GENERAL NOTES:

1. TREE REMOVAL UNDER SDOT PERMIT #SDOTTRLA0001853. CONTACT SDOT

URBAN FORESTRY (206-684-8733 AND/OR SEATTLE.TREES@SEATTLE.GOV)

FOR FIELD REVIEW OF TREE, VEGETATION, AND SOIL PROTECTION PLAN PRIOR

TO CONSTRUCTION.

2. TREE REPLACEMENTS BY OTHERS UNDER SEPARATE SDOT PERMIT

#SDOTTRLA0001853 AND CONTRACT.

SITE PREPARATION NOTES:

SYMBOL NOTE

PROTECT EXISTING TREES UNLESS OTHERWISE SPECIFIED (TYP)

OVERHEAD POWER TO BE REMOVED BY SCL WITH CONTRACTOR

ASSISTANCE

PRIVATE ELEVATED PARKING STRUCTURE AND SUPPORT COLUMNS TO

BE RETAINED AND PROTECTED

POTHOLE EX UTILITY

EX POLE TO BE REMOVED BY SCL WITH CONTRACTOR ASSISTANCE.

SCL TO DETERMINE IF A…