LW4_&_Fairmount_Bid_Set_8-10-26_-_signed.pdf

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Attached to
Lower Woodland #4 and Fairmount Playground Infield Conversion
Solicitation number
PW#2026-012
Issued by
King County, Spokane City, Washington

About this file

Written by GovTribe AI ·

This is a bid set and project design document for the City of Seattle Department of Parks and Recreation involving the conversion of two playfield sites—Lower Woodland #4 (1000 N 50th St, Seattle, WA 98103) and Fairmount Playground (5400 Fauntleroy Way SW, Seattle, WA 98103)—from natural clay/silt infields to synthetic turf surfacing. The project is administered by the City of Seattle Department of Parks and Recreation, Planning & Development Division, with Myles Long (206-255-8943) as the primary contact and D.A. Hogan & Associates, Inc. serving as the project design lead under the direction of Eric Gold, ASLA. The work scope encompasses excavation, stormwater utilities, subsurface drainage, import of bulk aggregates, minor irrigation system reconfiguration, and site restoration, with the Fairmount site requiring a stormwater treatment vault and Lower Woodland #4 requiring a side-sewer connection. The bid set includes 37 detailed drawings covering topographic surveys, site plans, demolition plans, grading, drainage, irrigation layouts, and field specifications. The project is identified under Ordinance #127156 with PW#2026-012.

The project is funded through the Seattle Parks District Fund with an Engineer's Estimate of $1,198,227.00. Bidders are required to verify all underground utilities not located by the 811 service using a commercial location service and must call the SPR Inspection Request Line at (206) 684-7034 before commencing work. The bid set was signed on August 10, 2026, with document verification dates of August 15 and August 17, 2026. Construction access is identified at both sites, with Fairmount Park Elementary School noted as a construction access point for the Fairmount location and Woodland Park Green Lake area for the Lower Woodland #4 site.

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Lower_Woodland_4_and_Fairmount_Project_Manual_-_2026-012.pdf PDF
Lower_Woodland_4_and_Fairmount_-_PW2026-012_BidForm.pdf PDF

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Lower Woodland #4 and Fairmount Playground Infield Conversion

FUNDING SOURCE: SEATTLE PARKS DISTRICT FUND,

PW#2026-012

Ordinance #127156

Administering Department:

City of Seattle Department of

Parks and Recreation, Planning & Development Division

300 Elliott Avenue West, Suite 100 Seattle, WA 98119-4198

Primary Contact: Myles Long, 206-255-8943

Owner:

City of Seattle Department of

Finance & Administrative Services, Purchasing & Contracting

Project Design Lead:

D.A. Hogan & Associates, Inc.;

1450 114th Ave SE, Suite 225, Bellevue WA 98004 Primary Contact: Eric Gold ASLA 206-285-0400

PRK730300-342

SHEET INDEX

Fairmount Playground:

5400 Fauntleroy Way SW Seattle, WA 98103

VICINITY MAP

CITY OF SEATTLE - NOT TO SCALE

LOCATION MAP

FAIRMOUNT

PARK

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

I

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

6-15-2026

A-001

NOT TO SCALE

COVER SHEET &

DRAWING INDEX

FAIRMOUNT PARK

ELEMENTARY

SCHOOL

CONSTRUCTION

ACCESSFA

U N

TE

LR

O Y

W

AY

S W

CA

LI

FO

RN

IA

A

VE

S

W

PRK730300-341

Lower Woodland #4: Development Site Parcel: DV0045045 1000 N 50th St Seattle, WA 98103

LOCATION MAP

LOWER

WOODLAND #4

WOODLAND

PARK

GREEN LAKE

CONSTRUCTION

ACCESS

PROJECT ASSET LIST - FAIRMOUNT PLAYGROUNDPROJECT ASSET LIST - LOWER WOODLAND #4

Lower Woodland #4 Fairmount Playground

AU

RO

RA

A

VE

1. A-001 Cover Sheet & Drawing Index

2. L-001 Topographic Survey

3. L-002 Topographic Survey

4. L-003 Site Plan

5. L-020 TESC Plan

6. L-030 TESC Details

7. L-040 Demolition Plan

8. L-110 Infield Layout Plan

9. L-120 Grading Plan

10. L-130 Drainage Plan

11. L-140 Irrigation Plan

12. L-150 Accessible Parking Layout & Grading

13. LC-010 Parking TESC and Demo Plan

14. LC-020 Standard CSC and Soil Plan

15. LC-030 Standard Drainage Wastewater Control Plan

16. LC-040 Standard DWC Plan

17. LC-110 Parking Grading, Paving, and Channelization Plan

18. LC-210 Parking Details

19. F-001 Topographic Survey

20. F-002 Topographic Survey

21. F-003 Site Plan

22. F-020 TESC Plan

23. F-030 TESC Details

24. F-040 Standard CSC and Soil Plan

25. F-050 Standard Drainage Wastewater Control Plan

26. F-060 Demolition Plan

27. F-110 Layout Plan

28. F-120 Grading Plan

29. F-130 Drainage Plan

30. F-140 Irrigation Plan

31. F-150 Accessible Parking Layout & Grading

32. D-210 Typical Sections

33. D-220 Drainage Details

34. D-230 Drainage Details

35. D-240 Irrigation Details

36. D-250 Field Details

37. D-310 Softball Layout Plan

08/15/2026

08/17/2026 https://seattlegov.na1.adobesign.com/verifier?tx=CBJCHBCAABAAA5CwD1t764tdzU4nN5f1vuCGv-WQjeiv

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

TOPOGRAPHIC SURVEY

FIELD NO. 4

INFIELD CONVERSION

V-101

LOWER WOODLAND PLAYFIELD

9/26 2025

TOPOGRAPHIC SURVEY

FIELD NO. 4

INFIELD CONVERSION

V-102

LOWER WOODLAND PLAYFIELDLOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

INFIELD CONVERSION

126000

7135152-CN

L-001

08/15/2026

TOPOGRAPHIC SURVEY

FIELD NO. 4

INFIELD CONVERSION

V-102

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

LOWER WOODLAND PLAYFIELD

ALL DRAWINGS AND MATERIAL APPEARING

HEREIN ARE THE ORIGINAL AND UNPUBLISHED

WORK OF THE LAND SURVEYOR AND MAY NOT BE

DUPLICATED, USED, OR DISCLOSED WITHOUT

THE WRITTEN CONSENT OF SEATTLE PARKS AND

RECREATION'S CHIEF LAND SURVEYOR.

9/26 2025

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

INFIELD CONVERSION

126000

7135152-CN

L-002

131.25' FIELD

DEVELOPMENT TO

PARCEL BOUNDARY

STAGING &

LAYDOWN AREA

CONSTRUCTION

ACCESS

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

7135152-CN

126000

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

SITE PLAN

6-15-2026

L-003

1"=30'

SITE DATA

TESC NOTES

1. CALL 8-1-1 BEFORE YOU DIG, LOCATE, IDENTIFY AND VERIFY

CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING

THE WORK.

2. CONSTRUCTION ACCESS. CONTRACTOR SHALL BE

RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT

PERIMETER OF THIS SITE TO ESTABLISH A SECURE WORK

AREA. WORK MAY INCLUDE TEMPORARY FENCING, MINIMUM

SECURITY FENCE TO BE 6 FEET HEIGHT. CHAINLINK

3. INSTALL CATCH BASIN PROTECTION AT ALL INLETS

DOWNSTREAM OF THE SITE WITHIN 300' OF PROJECT LIMITS

4. A SITE VISIT FROM THE GEOTECHNICAL SPECIAL INSPECTOR

SHALL OCCUR DURING EACH DAY OF ACTIVE GRADING AND IN

THE EVENT OF SIGNIFICANT RAINFALL WHICH MIGHT

COMPROMISE STABILIZATION MEASURES BETWEEN

NOVEMBER 1 AND MARCH 31. THE DETERMINATION OF

WHAT CONSTITUTES SIGNIFICANT RAINFALL IS SUBJECT TO

THE DISCRETION OF THE GEOTECHNICAL SPECIAL INSPECTOR.

HOWEVER, AS A MINIMUM STANDARD, THE GEOTECHNICAL

SPECIAL INSPECTOR IS REQUIRED TO CONDUCT A SITE VISIT IF

MORE THAN ONE-HALF INCH OF PRECIPITATION OCCURS ON

ANY GIVEN DAY. ANY RECOMMENDATIONS REQUIRED TO

MAINTAIN STABILITY OF EXCAVATIONS AND PROPER

FUNCTIONING OF THE SEDIMENT/EROSION CONTROL SYSTEM

PROVIDED BY THE GEOTECHNICAL SPECIAL INSPECTOR AND

SDCI PERSONNEL SHALL BE IMPLEMENTED IMMEDIATELY.

5. THE GEOTECHNICAL SPECIAL INSPECTOR SHALL PROVIDE

COPIES OF FIELD REPORTS TO SDCI SITE DEVELOPMENT

SERVICES SECTION NO LATER THAN 48 HOURS AFTER EACH

INSPECTION. THE FIELD REPORTS MAY BE UPLOADED TO THE

GEOTECHNICAL SPECIAL INSPECTION ACCOUNT ASSOCIATED

WITH THE BUILDING PERMIT. THE GEOTECHNICAL SPECIAL

INSPECTOR SHALL PROVIDE WRITTEN NOTICE THAT THE SITE

HAS BEEN STABILIZED FOLLOWING COMPLETION OF

GRADING.

VICINITY MAP

LOWER

WOODLAND

FIELD 4

Project Site:

Lower Woodland Park Field 4:

1000 N 50th St Seattle, WA 98103

PROJECT SCOPE

1. ESTABLISH TEMPORARY EROSION & SEDIMENT CONTROLS,

ACCESS, STAGING, & LAYDOWN AREAS PER APPROVED SWPPP.

2. CLEAR AND OUTHAUL EXISTING SOD.

3. EXCAVATE APPROXIMATELY 18" TO ESTABLISH NEW

SUBGRADE.

4. INSTALL NEW SUBSURFACE DRAINAGE SYSTEM, CONVEY TO

NEW WATER QUALITY TREATMENT FACILITY PRIOR TO

DISCHARGE TO THE PUBLIC UTILITY.

5. INSTALL GEOTEXTILE AND PERMEABLE BASE AGGREGATE TO

WITHIN 0.17' OF FINISHED GRADE.

6. INSTALL PERIMETER EDGE ANCHOR AND SYNTHETIC TURF

SURFACING SYSTEM: 2.25" POLYETHYLENE FIBER, SAND &

GRANULAR CORK INFILL.

7. ADJUST EXISTING IRRIGATION TO ACCOMMODATE NEW

INFIELD FOOTPRINT.

8. AMEND EXISTING TOPSOIL AND INSTALL SOD AT ALL

DISTURBED INFIELD TRANSITION AREAS.

9. PROVIDE SOIL AMENDMENT AND HYDROSEED RESTORATION

AT ALL OTHER AREAS OF DISTURBANCE.

10. REMOVE ALL TEMPORARY FACILITIES AND PERFORM FINAL

CLEANING UPON APPROVAL.

PARCEL AND LEGAL DESCRIPTION

PROPERTY LINE

LIMIT OF WORK

LEGEND

TREE CANOPY

CONSTRUCTION ACCESS

SITE PLAN

LOWER

WOODLAND PARK

FIELD 4

CONSTRUCTION

ACCESS

ADA PAVING

PARKING UPDATE

PARCEL MAP ENVIRONMENTALLY CRITICAL AREAS MAP

PARCEL NO. 072504-9002

LOT SIZE: 4,701,430 SF

SYNTHETIC TURF: 9,864 SF

SODDED TURF RESTORATION: 1,278 SF

Development Site Parcel: DV0045045

CONSTRUCTION

FENCE

UTILIZE BACKSTOP

FENCING AS

CONSTRUCTION

FENCING

UTILIZE BACKSTOP FENCING

AS CONSTRUCTION FENCING

TEMPORARY CATCH BASIN

PROTECTION (TYP.)

TEMPORARY CATCH

BASIN PROTECTION

(TYP.)

STABILIZED

CONTRACTION

ENTRANCE

L-030

L-030

CSC

CE

L-030

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

TESC PLAN

6-15-2026

L-020

1"=10'

T.E.S.C. NOTES

T.E.S.C. LEGEND

TESC NOTES SEE SHEET F030

CATCH BASIN PROTECTION

TEMPORARY CONSTRUCTION ENTRANCE

LIMIT OF WORK

CONSTRUCTION FENCING

Know what's below.

before you dig.Call

R

SCHEMATIC DETAIL

PROVIDE "ULTRA-DRAIN GUARD INLET FILTER" OR APPROVED EQUAL

MANUFACTURER'S NAME: ACF ENVIRONMENTAL

OVERFLOW

(TO BYPASS PEAK FLOWS)

RETRIEVAL STRAP

GEOTEXTILE

FABRIC

SEDIMENT ACCUMULATOR

(MIN. 0.5CF STORAGE)

ADAPTER

SKIRT

6'

(MIN.)

STEEL POLE

STEEL POLE

STEEL POLE

WELDED WIRE MESH OR

CHAIN LINK FENCE

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

6-15-2026

L-030

AS SHOWN

TESC DETAILS & NOTES

NOT TO SCALE

TEMPORARY CATCH BASIN PROTECTION

L-030

NOT TO SCALE

TEMPORARY CONSTRUCTION FENCE

L-030

NOT TO SCALE

TREE PROTECTION

L-030

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

DEMOLITION PLAN

6-15-2026

L-040

1"=10'

Know what's below.

before you dig.Call

R

DEMOLITION LEGEND

DEMOLITION NOTES

NOTE LEGEND

1. (INDICATES GENERAL CONSTRUCTION NOTE)

3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)

LIMIT OF WORK

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL GATES AND FENCES AT

PERIMETER OF THIS SITE TO ESTABLISH A SECURE WORK AREA. WORK SHALL INCLUDE

TEMPORARY 6' HIGH CHAIN LINK FENCING AROUND THE ENTIRE SITE INCLUDING AT THE

STAGING AND STORAGE AREAS.

2. REMOVE EXISTING BASE, PLATES AND ANCHORS AND DISPOSE OF OFF SITE. BACKFILL WITH

STRUCTURAL FILL TO 95%.

3. PROTECT EXISTING BACKSTOP AND WING FENCING THROUGHOUT CONSTRUCTION.

4. PROTECT EXISTING TREES DURING CONSTRUCTION

5. PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION.

6. RESTORE ANY DAMAGED LANDSCAPE TO ORIGINAL OR BETTER CONDITION.

7. PROTECT ALL UTILITIES TO REMAIN FORM ANY DAMAGE THROUGHOUT CONSTRUCTION.

8. RELOCATE & REPLACE WITH 90d ROTATION SPRINKLER HEAD.

TEMPORARY CONSTRUCTION ENTRANCE

EXISTING INFIELD MIX WITH CLAY BRICKS TO BE

REMOVED AND DISPOSED OF OFF SITE

EXISTING NATURAL TURF TO BE REMOVED AND

DISPOSED OF OFF SITE

CONSTRUCTION FENCE

INFILLED

SYNTHETIC

TURF

SOFTBALL INFIELD

MARKINGS (TYP.)

SITE SOIL AND SOD

RESTORATION

SYNTHETIC TURF

EDGE ANCHOR AT

NATURAL TURF (TYP.)

SYNTHETIC TURF EDGE

ANCHOR AT CONCRETE

CURB (TYP.)

43.00' 46.00'

12.26'

60.00'

(TYP.)

70.00'

(TYP.)

D-210

INFILLED

SYNTHETIC

TURF

D-210

D-210

D-210

SYNTHETIC TURF

EDGE ANCHOR AT

NATURAL TURF (TYP.) D-210

D-210

SYNTHETIC TURF EDGE

ANCHOR AT CONCRETE

CURB (TYP.)

D-210

D-310

TYPE 240

CATCH BASIN

D-230

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

LAYOUT PLAN

6-15-2026

L-110

1"=10'

LAYOUT LEGEND

LAYOUT NOTES

NOTE LEGEND

1. (INDICATES GENERAL CONSTRUCTION NOTE)

3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)

TAN SYNTHETIC TURF AND

PERMEABLE UNDERLAYMENT

SITE RESTORATION

SYNTHETIC TURF EDGE ANCHOR

AT PITCHING MOUND

1. FURNISH AND INSTALL TURF ANCHOR AROUND THE ENTIRE LIMITS OF SYNTHETIC TURF FIELD.

2. SYNTHETIC TURF INFILL MATERIALS TO MATCH FLUSH WITH PERIMETER CONCRETE CURB.

3. PROTECT ALL EXISTING UTILITIES TO REMAIN THROUGH CONSTRUCTION.

4. RESTORE ALL AREAS OUTSIDE OF FIELD IMPACTED BY CONSTRUCTION ACTIVITY.

5. PROTECT EXISTING CHAIN LINK FENCE TO REMAIN THROUGHOUT CONSTRUCTION.

179.00 FG

177.50 SG

180.00

TYPE 240

CATCH BASIN

RIM 178.49

SITE SOIL

RESTORATION D-210

FG S=O.80%

FG S=O.80%

FG S=O.80%

FG S=O.80%

179.5

9.5

SG S=O

.40%

SG S=O

.40%

SG S=O

.40%

D-230

CONSTANT SURFACE SLOPE

SURFACE SLOPE

NEW HALF CONTOUR LINES411.5

411 NEW CONTOUR LINES

SPOT ELEVATION

EXISTING CONTOUR LINES

GRADING LEGEND

MATCH TO EXISTING

CATCH BASIN INLET (C.B.I.)

TYPE 1

CATCH BASIN INLET (C.B.I.)

TYPE 2

GRADING NOTES

1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS

BEFORE DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR.

2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS.

3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH

SELECT FILL TO 95% WITH 12" MAX LIFTS.

4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL

EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS.

6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES.

7. SUBGRADE SLOPES AT A CONSTANT 0.40% SOUTH TO NORTH.

8. FINISHED GRADE SLOPES AT A CONSTANT 0.80% SOUTHEAST TO NORTHWEST.

9. SOD RESTORATION & VARIABLE GRADE TRANSITION.

LIMIT OF PERMEABLE AGGREGATE

NOTE LEGEND

1. (INDICATES GENERAL CONSTRUCTION NOTE)

3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)

c

411.52

S=2.0%

Know what's below.

before you dig.Call

R

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

GRADING PLAN

6-15-2026

L-120

1"=10'

GRADE BREAK

FIELD ELEVATIONS

SYNTHETIC TURF FIELD:

NORTHWEST CORNER:

FINISHED GRADE OF SYNTHETIC TURF INFILL: 178.95

FINISHED GRADE OF TOP COURSE PERMEABLE AGGREGATE: 178.78

FINISHED GRADE OF BASE COURSE PERMEABLE AGGREGATE: 178.41

FINISHED GRADE OF CoS TYPE 24 MIN. AGGREGATE: 177.66

SUBGRADE ELEVATION: 177.16

NORTHEAST CORNER:

FINISHED GRADE OF SYNTHETIC TURF INFILL: 179.50

FINISHED GRADE OF TOP COURSE PERMEABLE AGGREGATE: 179.33

FINISHED GRADE OF BASE COURSE PERMEABLE AGGREGATE: 178.41

FINISHED GRADE OF CoS TYPE 24 MIN. AGGREGATE: 177.66

SUBGRADE ELEVATION: 177.16

SOUTHWEST CORNER:

FINISHED GRADE OF SYNTHETIC TURF INFILL: 179.50

FINISHED GRADE OF TOP COURSE PERMEABLE AGGREGATE: 179.33

FINISHED GRADE OF BASE COURSE PERMEABLE AGGREGATE: 178.77

FINISHED GRADE OF CoS TYPE 24 MIN. AGGREGATE: 178.02

SUBGRADE ELEVATION: 177.52

SOUTHEAST CORNER:

FINISHED GRADE OF SYNTHETIC TURF INFILL: 180.00

FINISHED GRADE OF TOP COURSE PERMEABLE AGGREGATE: 179.83

FINISHED GRADE OF BASE COURSE PERMEABLE AGGREGATE: 178.77

FINISHED GRADE OF CoS TYPE 24 MIN. AGGREGATE: 178.02

SUBGRADE ELEVATION: 177.52

179.00 FG

177.50 SG

180.00

92 LF 6" CPEP PERF.

S=0.50%

179.5

9.5

CO-1

RIM 179.25

IE W 6" 176.63 CPEP

6" PIPE

IE 175.90 E

EXISTING SMH

RIM 179.17

EX IE 4" S 176.21 DI

IE N 6" 176.11 CPEP

EX IE 6" E 176.11 DI

6" CPEP

IE 176.33 E

TYPE 240 CATCH BASIN

RIM 178.49

IE E 6" 176.33 CPEP

IE S 6" 176.33 CPEP

D-220

L-

L

F 4"

C

PE

P, S

>0 .4

L-

L

F 4"

C

PE

P, S

>0 .4

L-

L

F 4"

C

PE

P, S

>0 .4

L-

L

F 4"

C

PE

P, S

>0 .4

%L-

L

F 4"

C

PE

P, S

>0 .4

L-

L

F 4"

C

PE

P, S

>0 .4

L-10 17 LFS>0.4%

L-9 24 LF

4" CPEP, S>0.4%

L-8 28 LF

4" CPEP, S>0.4%

L-7 25 LF

4" CPEP, S>0.4%

L-1

1 14 LF

4" C

PEP, S

>0.4%

L-1

2 16 LF

4" C

PEP, S

>0.4%

L-1

3 10 LF

4" C

PEP, S

>0.4%

IE

.9

IE

.0

IE

.0

IE

.0

IE

.0

IE

.0

IE MAX178.82

IE MAX178.89

IE MAX178.95

IE MAX178.01

IE

MAX

177.70

IE

MAX

177.72

IE

MAX

177.72

DRAINAGE LEGEND

CATCH BASIN INLET (CBI)

TYPE 15

COLLECTOR INVERT ELEVATION

INVERT ELEVATION

END CAP

CPEP SUBSURFACE DRAINAGE COLLECTOR

OR STORM DRAIN PIPE

CLEANOUT

IE 414.30

CIE 413.00

EXISTING CATCH BASIN INLET

FLOW DIRECTION

1"x12" FLAT DRAIN TUBING

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

DRAINAGE PLAN

6-15-2026

L-130

1"=10'

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

IRRIGATION PLAN

6-15-2026

L-140

1"=10'

NOTE LEGEND

1. (INDICATES GENERAL CONSTRUCTION NOTE)

3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)IRRIGATION NOTES

1. RELOCATE IRRIGATION SPRINKLER HEAD TO WITHIN 6" OF EDGE OF SYNTHETIC TURF.

2. RELOCATE & REPLACE WITH 90d ROTATION SPRINKLER HEAD.

3. REMOVE QUICK COUPLER VALVE & CAP MAINLINE IN GRASS.

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

INFIELD CONVERSION

EJG

LRB

EJG

LOWER WOODLAND #4 AND

FAIRMOUNT PLAYGROUND

127156

ACCESSIBLE PARKING

LAYOUT & GRADING

6-15-2026

L-150

1"=10'

ACCESSIBILITY NOTES

NOTE LEGEND

1. (INDICATES GENERAL CONSTRUCTION NOTE)

3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)

1. CONTRACTOR TO VERIFY ALL CONDITIONS ARE MET PRIOR TO FORMING/

PAVING.

2. ACCESSIBLE ROUTES DO NOT EXCEED 1:20, SIDE SLOPE ≤2%.

3. EXTERIOR PAVING FOUND TO BE FLUSH WITH EXISTING CONCRETE EDGES,

CROSS SLOPES FOUND TO MEET ACCESSIBILITY STANDARDS.

4. EXISTING ASPHALT PATH NOT SHOWN IN AERIAL IMAGE.

ACCESSIBLE ROUTE

ACCESSIBILITY LEGEND

1st Base Dugout

3rd Base Dugout

E G

RE

EN

LA

KE

W

AY

N

ALSO, VERIFY ALL UNDERGROUND UTILITIES NOT

LOCATED BY THE 811 SERVICE BY USING A

COMMERCIAL LOCATION SERVICE AND CALL SPR

INSPECTION REQUEST LINE (206) 684-7034.

<<<CAUTION>>>

CALL 811 BEFORE YOU DIG!

WWW.CALL811.COM

LOWER WOODLAND PARK

FIELD 4

INFIELD CONVERSION

MEJ

JDA

LJP

5-7-26

1"=10'

1932 First Ave Suite 500 Seattle, WA 98101

p. 206.725.1211

f. 206.973.5344 www.lpdengineering.comengineering pllc

PRO EE

R

AL ENG

INFESSION

NO

TG

S

TAT

A

T

WFOE

NIHS

ERE

DREG IS

LA

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IE J. PFARR

Know what's below.

Call before you dig.

Dial 811

PARKING TESC AND

DEMO PLAN

LC-010

CONSTRUCTION STORMWATER CONTROL (CSC) GENERAL NOTES

30°

0"

LENGTH VARIES

DISTURBED

AREA

FLO

W

POST CONSTRUCTION SOIL MANAGEMENT PLAN

STANDARD

DE

PA

RT

M

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T

OF

C

ON

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N

AN

D

IN

SP

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TI

ON

S

C

IT

Y O

F S

E A

T T

L E

DPD APPROVAL STAMP

CSC/SOIL

PLAN

LC-020

CONSTRUCTION STORMWATER CONTROL (CSC) PLAN REQUIREMENTS / NARRATIVE

CONSTRUCTION STORMWATER CONTROL & POST CONSTRUCTION SOIL MANAGEMENT (CSC/SOIL)PLAN

ST

AN

DA

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C

ON

ST

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ST

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AN

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SEE SHEET L-020 FOR CONSTRUCTION STORMWATER & SEDIMENTATION CONTROL PLAN

DRAINAGE AND WASTEWATER CONTROL PLAN

SITE AND DRAINAGE CONTROL SUMMARY SHEET

DWC

PLAN

STANDARD

DPD APPROVAL STAMP

LC-030

DRAINAGE & WASTEWATER CONTROL PLAN REQUIREMENTS

AS-BUILT MEASUREMENTS / NOTES

ON-SITE STORMWATER MANAGEMENT PLANTINGS

SIDE SEWER AND DRAINAGE PERMIT NOTES

NOTES FOR PLAN VIEW

DE

PA

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N

AN

D

IN

SP

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ON

S

C

IT

Y O

F S

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T T

L E

ST

AN

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IN

AG

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DETAILS:

STORMWATER FACILITIES/CONTROL OPERATIONS & MAINTENANCE REQUIREMENTS

http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm

179.00 FG177.50 SG

180.00

179.5

179.5

DRAINAGE AND WASTEWATER CONTROL PLAN

SITE AND DRAINAGE CONTROL SUMMARY SHEET

DWC

PLAN

STANDARD

LC-050

DRAINAGE & WASTEWATER CONTROL PLAN REQUIREMENTS

AS-BUILT MEASUREMENTS / NOTES

ON-SITE STORMWATER MANAGEMENT PLANTINGS

SIDE SEWER AND DRAINAGE PERMIT NOTES

NOTES FOR PLAN VIEW

DE

PA

RT

M

EN

T

OF

C

ON

ST

RU

CT

IO

N

AN

D

IN

SP

EC

TI

ON

S

C

IT

Y O

F S

E A

T T

L E

ST

AN

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IN

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DETAILS:

STORMWATER FACILITIES/CONTROL OPERATIONS & MAINTENANCE REQUIREMENTS

INFIELD IMPROVEMENTS PARKING IMPROVEMENTS

http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm http://www.seattle.gov/dpd/codesrules/codes/stormwater/default.htm 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