HomeMy WebLinkAboutP_Civil_Construction_Plans_250606_ApprovedLEGAL DESCRIPTION
LINDBERGH HIGH SCHOOL
GENERAL NOTES
FIELD IMPROVEMENTS
PROJECT NOTES
VICINITY MAP
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
1.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND
ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE
CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE
DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE ENGINEER. THE
CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC.
1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND
THE METHODS OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS.
2.ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL
SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE CITY OF
RENTON STANDARDS.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR
TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT
PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD
OF SURVEY PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD
AS DESCRIBED IN W.A.C. 332-120.
4.CONTRACTOR SHALL MAINTAIN A 5 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE
WATER MAIN AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE
CANNOT BE MAINTAINED, CONTACT ENGINEER FOR APPROVAL AND RECORD EXACT
MEASUREMENTS OF THE UTILITY LINES ON THE AS-BUILT DRAWINGS. A 10 FOOT
MINIMUM HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN WATER MAIN AND
SANITARY SEWER.
5.SCHEDULE WITH SOOS CREEK WATER AND SEWER DISTRICT AND OWNER (96 HOURS
MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THE SCHOOL SITE). INSTALL CITY
STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING COMPLETION OF
NEW WATER SYSTEM CONSTRUCTION, TESTING, AND ACCEPTANCE BY THE CITY, REMOVE
TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE, LENGTH TO SUIT, WITH TWO
LONG PATTERN SLEEVES. INSTALLATION AND CONNECTION TO EXISTING WATER SYSTEM
SHALL BE WITH 100% CITY INSPECTION.
6.UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND
MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING
WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING
OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS,
SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR
PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 811
AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES
BEFORE CONSTRUCTION.
7.SCHEDULE WITH CITY (48 HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND
TO RETIRE METERS.
1.ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR
CITY OF RENTON. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.
2.A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
3.ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND
APPROVED BY THE CITY OF RENTON.
4.ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
5.PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE CONTRACTOR SHALL
SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF RENTON. THE OWNER,
RECORD ENGINEER, CONTRACTOR AND DESIGNATED SUBCONTRACTORS SHALL BE PRESENT AT THE
PRECONSTRUCTION MEETING.
6.EXISTING PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE DAMAGED BY
NEW CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY CITY OF RENTON AND THEIR INSPECTORS.
7.ALL DAMAGE TO CITY INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED AS
REQUIRED BY THE CITY OF RENTON.
8.THE APPROVED 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 LIMITS OF THE PAVEMENT RESTORATION SHALL BE DETERMINED IN THE FIELD
BY THE CITY OF RENTON INSPECTORS PRIOR TO THE PAVEMENT RESTORATION.
9.SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED
PRIOR TO CONSTRUCTION. SURVEY CUT SHEETS MUST BE COORDINATED WITH CITY OF RENTON
INSPECTORS AT LEAST 5 DAYS PRIOR TO CONSTRUCTION.
10.IF AN EXISTING CURB IS TO BE REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTOR
SHALL PROVIDE THE CITY OF RENTON INSPECTOR A PLAN WITH EXISTING FLOW LINE AND TOP OF CURB
ELEVATIONS IDENTIFIED. PERMITTEE TO STAKE THE LOCATION OF THE EXISTING CURB PRIOR TO
DEMOLITION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT
MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR
PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT
OF NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8).
12.THE CONTRACTOR SHALL SUBMIT ALL APPLICABLE DOCUMENTS AS REQUIRED PER THE CITY OF RENTON
DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. A MATERIAL
SOURCE FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL
ASPHALT, CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MUST BE SUBMITTED TO
THE CITY OF RENTON FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
13.THE CONTRACTOR SHALL NOTIFY THE KING COUNTY FIRE PROTECTION DISTRICT NO. 40 AT LEAST
TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
AND STREET CLOSURES OR OTHER ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE FIRE
DISTRICT OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS WORK.
14.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION.
15.THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (811) AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
16.THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATOR FOR ALL ON-SITE WORK ON THE PROJECT
AND ADJACENT PRIVATE PROPERTIES, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
17.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. THIS MAY INCLUDE, BUT IS NOT LIMITED TO,
POTHOLE EXCAVATION AND OTHER MEANS AND METHODS.
18.THE CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, DRAINAGE STRUCTURE
LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY
THE PROPOSED IMPROVEMENTS. THIS INCLUDES AS REQUIRED DURING PHASING TO ACCOMMODATE
INTERIM AND FINAL GRADING
19.UTILITY SERVICE CONNECTIONS SHOWN ON THE PLANS REQUIRE SEPARATE PERMITS FROM THE CEDAR
RIVER WATER AND SEWER DISTRICT AND ARE TO BE OBTAINED BY THE CONTRACTOR, AND ARE NOT
COORDINATED BY OR OBTAINED BY KING COUUNTY DPER.
20.THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE CITY OF RENTON INSPECTOR.
21.BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET STANDARD SPECIFICATIONS AND
SHALL BE APPROVED BY THE CITY OF RENTON.
22.INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY
REPRESENTATIVES OF CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE.
THE CITY OF RENTON INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED
IN THE RIGHT OF WAY THAT DO NOT MEET COUNTY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT
APPROPRIATE INSPECTIONS.
23.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATION
COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR
PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL)
CONDITIONS DICTATE, ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE OF
CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE CONTRACTORS ACTIVITIES AND TO PROVIDE
ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
24.THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING. USE
VACUUM TYPE SWEEPER
25.CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS.
26.ALL UTILITY CROSSINGS NOTED AS "ASSUMED" ARE UNKNOWN DURING DESIGN. THE UNKNOWN
ELEVATIONS AND LOCATIONS MUST BE VERIFIED PRIOR TO ANY UTILITY CONSTRUCTION. ELEVATIONS
THAT DIFFER FROM ASSUMED ELEVATION SHALL BE FORWARDED TO THE CIVIL ENGINEER FOR REVIEW.
PARCEL A:
THE EAST 500 FEET OF THE NORTH 1121 FEET OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON.
PARCEL B:
THE EASTERLY 330 FEET OF THE SOUTHERLY 216.47 FEET, MORE OR LESS, OF SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 5
EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON.
PARCEL C:
THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON;
EXCEPTING THEREFROM THE EAST 500 FEET OF THE NORTH 1121 FEET;
ALSO EXCEPTING THEREFROM THE EAST 330 FEET OF THE SOUTH 216.47 FEET;
ALSO EXCEPTING THEREFROM THE SOUTH 250 FEET OF THE EAST 523 FEET OF THE WEST 553 FEET;
ALSO EXCEPTING THEREFROM ANY PORTION LYING WITHIN THE BOUNDARIES OF 128TH AVENUE SE.
LANDSCAPE:
ARCHITECT
DA HOGAN & ASSOCIATES
1450 114TH AVE SE, FLOOR 1
BELLEVUE, WA 98004
(206)285-0400
CONTACT: ERIC GOLD
ERICG@DAHOGAN.COM
CIVIL
ENGINEER:
JACOBSON CONSULTING ENGINEERS
255 S. KING STREET, SUITE 800
SEATTLE, WA 98104
(206) 426-2600
CONTACT: ALAN JACOBSON
ALAN@JACOBSONENGINEERS.COM
ELECTRICAL
ENGINEER:
METRIX ENGINEERS
227 WILLIAMS AVE S
RENTON, WA 98057
(425)336-2822
CONTACT: BEN PREHODA
BENP@METRIXENG.COM
NOTE:
1.THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR
MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE
QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE
VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL
INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES
BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT
NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT.
2.INCLUDES APPROXIMATELY 5,092 CY FOR FIELD EXCAVATION (PER TYP FIELD SECTION)
AND ROUGHLY 5,134 CY FOR EXCAVATION OF DETENTION SYSTEMS FOR FIELDS.
3.INCLUDES APPROXIMATELY 3,275 CY FOR BACKFILL FOR DETENTION SYSTEMS FOR FIELDS.
EARTHWORK QUANTITIES
EXCAVATION 2 12,783 CY
FILL 3 10,459 CY
TOTAL EARTHWORK 23,242 CY
SITE INFORMATION
DATUM
SITE ADDRESS:
16426 128TH AVE SE
RENTON, WA 98058
PARCEL NUMBERS:
282305-9004
HORIZONTAL DATUM:
NAVD 83 (91) WASHINGTON STATE PLANE NORTH ZONE
VERTICAL DATUM:
NAVD '88
CITY OF RENTON VERTICAL CONTROL NETWORK DOES NOT
EXTEND INTO SECTION 28. ELEVATIONS FOR ESM BENCHMARK
POINT NOS. 100 AND 122 DERIVED FROM GPS OBSERVATION.
ARCHITECT:MCGRANAHAN ARCHITECTS
2111 PACIFIC AVE #100
TACOMA, WA 98402
(253)383-3084
CONTACT: KRIS STAMON
KRIS.STAMON@MCGRANAHAN.COM
ZONING:
R-6 RESIDENTIAL 6
DU/ACRE
PARCEL AREAS:
37.25 AC
C000 COVER SHEET
C001 NOTES SHEET
C010 OVERALL SITE PLAN
C011 PROJECT AREA OVERALL
C012 PAVEMENT MARKINGS PLAN
C101 DEMOLITION AND TESC PLAN NORTH
C102 DEMOLITION AND TESC PLAN SOUTH
C110 TESC DETAILS
C201 GRADING AND DRAINAGE PLAN NORTH
C202 GRADING AND DRAINAGE PLAN SOUTH
C210 STORM DRAINAGE DETAILS
C211 STORM DRAINAGE DETAILS
C212 STORM DRAINAGE DETAILS
C213 GRADING & STORM DRAINAGE DETAILS
C220 STORM DRAINAGE PROFILES
C221 STORM DRAINAGE PROFILES
F001 LAND USE SITE PLAN
F002 COMPOSITE UTILITY PLAN
F010 BASEBALL SITE PREPARATION PLAN
F011 SOFTBALL SITE PREPARATION PLAN
F100 FIELD COLOR PLANS
F110 BASEBALL LAYOUT PLAN
F111 SOFTBALL LAYOUT PLAN
F120 BASEBALL GRADING PLAN
F121 SOFTBALL GRADING PLAN
F130 BASEBALL DRAINAGE PLAN
F131 SOFTBALL DRAINAGE PLAN
F140 BASEBALL IRRIGATION & WASHWATER
PLAN
F141 SOFTBALL IRRIGATION & WASHWATER PLAN
F210 TYPICAL SECTIONS
F220 SITE DETAILS
F221 SITE DETAILS
F222 SITE DETAILS
F230 FENCING DETAILS
F231 BALL CONTROL NET REPLACEMENT
DETAILS
F240 DUGOUT DETAILS
F250 BULLPEN DETAILS
F251 BATTING CAGE DETAILS
F260 WASHWATER DETAILS
F270 SITE STAIR DETAILS
F310 BASEBALL LAYOUT PLAN & DETAILS
F320 SOFTBALL LAYOUT PLAN & DETAILS
IN THE NW 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
OWNER:RENTON SCHOOL DISTRICT
CAPITAL PLANNING & CONSTRUCTION
7812 SOUTH 124TH STREET
SEATTLE, WA 98178
(425)204-4437
CONTACT: ANDREW HOLLENBACK
ANDREW.HOLLENBACK@RENTONSCHOOLS.US
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
COVER SHEET
SOOS CREEK WATER & SEWER DISTRICT
14616 SE 192ND ST
RENTON, WA 98058
(253)630-9900
WATER/SEWER
PURVEYOR:
Sheet List Table
R-434401
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
Surface Water Enginering
jfarah 06/24/2025
amorganroth
06/24/2025
CURRENT PLANNING
REGIONAL FIRE AUTHORITY
cthomas 06/25/2025
APPROVED
IN THE NW 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN
SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT,
MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE
REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN
NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF
RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION
STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL
MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM
CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE
RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE
WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL
BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION
OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE
THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY
DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH
OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL
ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
7.WASHOUT AREAS. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR
CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE
AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE
SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE,
REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC
BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION,
IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE
ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF
PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR
REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET
SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL
BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN
CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE
APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS
FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE
PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE
RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY
INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY
ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN
INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES
ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION,
PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION
DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES
SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM
LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE
BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED
OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE
THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE
LANDSCAPED BEFORE OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED
TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY
STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE.
CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC)
STANDARD PLAN NOTES (CITY STANDARD PLAN 268.00)
1.BEFORE ANY CONSTRUCTION ACTIVITY ARRANGE AND ATTEND PRE-CONSTRUCTION
CONFERENCES WITH CITY OF RENTON AND JACOBSON CONSULTING ENGINEERS.
2.COMPLY WITH CONSTRUCTION PHASING REQUIREMENTS IDENTIFIED IN DRAWINGS
AND SPECIFICATIONS.
3.PROVIDE TEMPORARY AND INTERIM MEASURES REQUIRED FOR EXECUTION OF THE
WORK.
4.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND
UTILITIES. CONTACT ALL UTILITY COMPANIES OR PROVIDERS THAT MAY BE
AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 811 AND UTILIZE PRIVATE
LOCATING COMPANY ALONG THE ENTIRE WORK AREA.
5.PROVIDE CATCH BASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES,
INCLUDING STRAW WATTLES, ETC. COORDINATE WITH KING COUNTY INSPECTOR.
6.BACKFILL AND COMPACT TRENCH. PATCH AND RESTORE SITE PER PLANS
7.INSTALL ALL NEW PAVING, LANDSCAPING AND SITE STABILIZATION.
8.CONTACT DESIGN ENGINEER AND CITY SO THEY CAN PUNCH LIST THE SITE.
ADDRESS PUNCH LIST ITEMS AS REQUIRED.
CONSTRUCTION SEQUENCE
1.SCHEDULE MAJOR LAND DISTURBING ACTIVITIES DURING THE DRY MONTHS AND
ALLOW TIME BEFORE THE WET SEASON BEGINS TO ADEQUATELY STABILIZE THE
DISTURBED GROUND.
2.PHASE AND/OR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT OF
DISTURBED, UNSTABILIZED SOIL EXPOSED AT ANY ONE TIME.
3.FENCE OR FLAG AREAS TO BE PROTECTED OF LEFT UNDISTURBED DURING
CONSTRUCTION, INCLUDING INSTALLATION OF TEMPORARY CONSTRUCTION
FENCING.
4.STRIP AND CLEAR AND GRUB FIELD SUFFICIENTLY FOR INSTALLATION OF
TEMPORARY EROSION SEDIMENTATION CONTROL (ESC) BMPS.
5.INSTALL TEMPORARY ESC MEASURES INDICATED ON PLANS, INCLUDING SILT
FENCE, CATCH BASIN INSERTS, AND STRAW WATTLES. COORDINATE WITH CITY OF
RENTON INSPECTOR.
6.BEGIN GRADING AND EXCAVATION FOR FIELD UNDERDRAIN AND IRRIGATION
PIPING, AND FOR PAVEMENT SUBGRADES.
7.TEMPORARILY STABILIZE SITE, THROUGH RE-VEGETATION, HYDROSEED,
MULCHING OR OTHER APPROPRIATE BMPS AS A RESULT OF SITE GRADING IN
AREAS THAT WILL NOT RECEIVE HARDSCAPE.
8.CONSTRUCT STORM AND IRRIGATION UTILITIES, CONCRETE, ASPHALT, AND
PERMEABLE PAVEMENTS, AS WELL AS STAIRS, CHEEK WALLS, AND MOW STRIPS
FOR FENCING.
9.PLACE FILL SECTION AND LAWN/SEED FOR PLAYFIELD.
10.REMOVE TEMPORARY ESC FACILITIES UPON COMPLETION OF CONSTRUCTION AND
ONLY ONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON
INSPECTOR.
TESC CONSTRUCTION SEQUENCE
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT,
AND THE APPLICANT' S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND
FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON
SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY
ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT
CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL.
ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A
SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN
APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.HE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD
SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT
SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND
ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE
PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM,
AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM
DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE
WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS,
ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO
MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT
SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START
OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE
EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN
CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND
BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE
AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH
DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30,
204. 40, AND 204. 50. STRUCTURES SHALL HAVE:
·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE
ROADWAY.
·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY,
BUT OUTSIDE OF THE CURB/ GUTTER LINE.
·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR
IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND
EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO
FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE
FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH
TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE
DITCH.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND SHALL MEET THE FOLLOWING
SPECIFICATIONS:
·4 - 8 INCH ROCK / 40 - 70% PASSING;
·2 - 4 INCH ROCK / 30 - 40% PASSING; AND
·LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED
AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW
CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE
CONNECTED TO ON- SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-
LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE
POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY
STANDARD PLAN 227. 00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR
LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO
CONSTRUCTION.
22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE
SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD
PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO
RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE
WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE
SAME TIME THE MAIN STORM IS TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND
REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH
COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE
APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH
STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER
ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK
WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL
REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH
SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (
RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS,
ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE
LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE
APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR
NON- SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE
MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE
RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A
MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN
WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE
SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE
CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE
SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT
LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF
THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR
LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO
THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES (CITY STANDARD PLANS 267.00 & 267.10)
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
NOTES SHEET
R-434402
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
405
404.5
404
403.5
43
0
42
9
.
5
429
12
8
T
H
A
V
E
N
U
E
S
E
SE 166TH
STREET
SE 167TH
STREET
SE 168TH STREET
12
8
T
H
A
V
E
N
U
E
S
E
SE 166TH PLACE
13
2
N
D
P
L
A
C
E
S
E
13
2
N
D
P
L
A
C
E
S
E
SD
SD
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=80'
40 80 1600
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=80'
C
X
0
1
CX02
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
OVERALL SITE PLAN
CONTRACTOR STAGING
AND LAYDOWN AREAS
CONTRACTOR STAGING
AND LAYDOWN AREAS
R-434403
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
405
404.5
404
403.5
4
3
0
4
2
9
.
5
429
12
8
T
H
A
V
E
N
U
E
S
E
SE 166TH
STREET
SE 167TH
STREET
SD
SD
SD
SD
SD
SD S
D
S
D
SD
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=40'
20 40 800
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=40'LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
PROJECT AREA OVERALL
CONTRACTOR STAGING
AND LAYDOWN AREAS
R-434404
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
0+50 1+50 2+50 3+50 4+50 5+50 6+50
128TH AVENUE SE
SE
1
6
6
T
H
ST
R
E
E
T
SE
1
6
7
T
H
ST
R
E
E
T
ST
A
2
+
2
2
.
5
9
.
8
6
'
L
ST
A
3
+
2
2
.
5
9
.
6
0
'
L
ST
A
4
+
2
2
.
6
9
.
5
0
'
L
ST
A
5
+
2
2
.
6
9
.
3
8
'
L
ST
A
6
+
2
2
.
6
9
.
2
0
'
L
ST
A
7
+
2
2
.
6
9
.
0
8
'
L
BICYCLE SHARROW
(TYP OF 11)
100' SPACING
SEE DETAIL
C213
4
8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+96
8+50 9+50 10+50 11+50 12+50 13+50 14+50
ST
R
E
E
T
128TH AVENUE SE 128TH AVENUE SE
SE
1
6
8
T
H
ST
R
E
E
T
SE
1
6
7
T
H
ST
R
E
E
T
ST
A
8
+
2
2
.
6
9
.
0
7
'
L
ST
A
9
+
2
2
.
6
9
.
2
5
'
L
ST
A
1
0
+
2
2
.
6
9
.
0
3
'
L
ST
A
1
1
+
2
2
.
6
8
.
0
3
'
L
ST
A
1
2
+
2
2
.
6
7
.
9
9
'
L
BICYCLE SHARROW
(TYP OF 11)
100' SPACING
SEE DETAIL
C213
4
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=30'
15 30 600
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=30'LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
PAVEMENT MARKINGS PLAN
R-434405
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
MA
T
C
H
L
I
N
E
7
+
5
0
S
E
E
B
O
T
T
O
M
L
E
F
T
MA
T
C
H
L
I
N
E
7
+
5
0
S
E
E
T
O
P
R
I
G
H
T
DEVELOPMENT ENGINEERING
HBray 06/24/2025
1
2
8
T
H
A
V
E
N
U
E
S
E
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
VEG CONTRACTOR TO
PROTECT EXISTING
ELECTRICAL VAULT
IS
PUMP "CLEAN" STORMWATER FROM
TEMP SEDIMENT SETTLEMENT TANKS TO
EXISTING CATCH BASIN. CONTRACTOR TO
ENSURE ALL DISCHARGE MEETS
TURBIDITY AND NPDES REQUIREMENTS.
(2) 21,000 & (1) 8,400 GALLON CAPACITY
TEMPORARY SEDIMENT SETTLEMENT TANKS
("BAKER TANK" OR APPROVED EQUAL).
CONTRACTOR SHALL PROVIDE ALL PUMPS
REQUIRED TO MANAGE CONSTRUCTION
STORMWATER AND DISCHARGE AT THE SITE.
SUMP AND PUMP
INSTALLED AT
LOW POINT SEE DETAIL
IS
IS
INTERCEPTOR SWALE
WITH ROCK CHECK DAMS
AT 50' O.C. SPACING
SEE DETAILS
SF
SF
SF
INLET PROTECTION (TYP)
SEE DETAIL
C110
4
SILT FENCE (TYP)
SEE DETAIL
C110
2
CE
STABILIZED CONSTRUCTION
ENTRANCE (TYP)
SEE DETAIL
C110
3
15
'
IP
IP
IP
C110
1
C110
8
C110
5
SAVE AND PROTECT
EX 8" WATER
SAVE AND PROTECT
EX RETAINING WALL
IP
TREE PROTECTION
FENCING SEE DETAIL
C110
7
REMOVE EX
DUGOUT AND
APPURTENANCES
REMOVE EX
DUGOUT AND
APPURTENANCES
APPROXIMATE OUTLINE
OF STORMTECH
CHAMBER EXCAVATION
SAWCUT AND REMOVE
AND REPLACE CONCRETE
AND ASPHALT FOR
UTILITY TRENCHING
CONTRACTOR STAGING
AND LAYDOWN AREA
CF
CONSTRUCTION
FENCE SEE DETAIL
C110
6
TEMPORARY FORCE MAIN
PUMP TO SEDIMENT
SETTLING TANKS
SD
TEMPORARY STORM
PIPE CULVERT
INSTALL INLET PROTECTION ON CATCH
BASINS IMMEDIATELY DOWNSTREAM AND
UP TO 500 FEET FROM PROJECT
DISTURBANCE AREA SEE DETAIL C110
4
REMOVE EX
CONCRETE SIGN BASE
SAWCUT AND REMOVE
EX CONCRETE
PAVEMENT (TYP)
SAVE AND
PROTECT EX
ELEC/COMM
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=20'
0 10 20 40
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=20'
LEGEND
TEMP CONSTRUCTION ENTRANCE
TREE PROTECTION
INLET PROTECTION
PROPERTY LINE
INTERCEPTOR SWALE
SILT FENCE
TEMP CONSTRUCTION FENCING
TEMP CONSTRUCTION GATE
IS
SF
CF
CG
IP
VEG
CE
TEMP SUMP AND PUMP
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C10
2
REMOVE CONCRETE PAVEMENT
DEMO SUBDRAINAGE
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
DEMOLITION AND TESC PLAN NORTH
R-434406
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
REMOVE ASPHALT PAVEMENT
SAWCUT LINE
TEMPORARY STORM PIPE SD
DEVELOPMENT ENGINEERING
HBray 06/24/2025
SE 167TH
STREET
12
8
T
H
A
V
E
N
U
E
S
E
IPINLET PROTECTION (TYP)
SEE DETAIL
C110
4
IP
VEG
IP
SUMP AND PUMP
INSTALLED AT
LOW POINT ON-SITE.
SEE DETAIL
SF
IS
SF
IS
SF
SF
SILT FENCE (TYP)
SEE DETAIL
C110
2
INTERCEPTOR SWALE
WITH ROCK CHECK DAMS
AT 50' O.C. SPACING
SEE DETAILS
(1) 18,900 & (1) 8,400 GALLON
CAPACITY TEMPORARY SEDIMENT
SETTLEMENT TANKS ("BAKER TANK" OR
APPROVED EQUAL). CONTRACTOR SHALL
PROVIDE ALL PUMPS REQUIRED TO
MANAGE CONSTRUCTION STORMWATER
AND DISCHARGE AT THE SITE.
PUMP "CLEAN" STORMWATER FROM
TEMP SEDIMENT SETTLEMENT
TANKS TO EXISTING CATCH BASIN.
CONTRACTOR TO ENSURE ALL
DISCHARGE MEETS TURBIDITY AND
NPDES REQUIREMENTS.
CE
STABILIZED
CONSTRUCTION
ENTRANCE (TYP)
SEE DETAIL
C110
3
15'
C110
5
C110
1
C110
8
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
IP
IP
IP
IP
TREE PROTECTION
FENCING
C110
7
SALVAGE EX BLEACHERS
TO OWNER COORDINATE
FOR RELOCATION
REMOVE EX DUGOUT
AND APPURTENANCES
REMOVE EX DUGOUT
AND APPURTENANCES
IP
IP
CONTRACTOR TO REMOVE AND
REINSTALL FENCING TO MATCH
EXISTING CONDITIONS AS
REQUIRED TO ACCESS THE FIELD
TEMPORARY FORCE MAIN
PUMP TO SEDIMENT
SETTLING TANKS
SAWCUT AND REMOVE
EX CONCRETE
PAVEMENT (TYP)
SAWCUT AND REMOVE EX
CONCRETE PAVEMENT (TYP)
IP
IP
SAVE AND PROTECT
EXISTING IRRIGATION
VAULT TO REMAIN
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=20'
0 10 20 40
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=20'
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
1
0
1
LEGEND
TEMP CONSTRUCTION ENTRANCE
TREE PROTECTION
INLET PROTECTION
PROPERTY LINE
INTERCEPTOR SWALE
SILT FENCE
TEMP CONSTRUCTION FENCING
TEMP CONSTRUCTION GATE
IS
SF
CF
CG
IP
VEG
CE
INSTALL INLET PROTECTION FOR ALL STORM
DRAIN STRUCTURES DOWNSTREAM WITHIN
500 FEET OF PROJECT DISTURBANCE AREA
TEMP SUMP AND PUMP
REMOVE CONCRETE PAVEMENT
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
DEMOLITION AND TESC PLAN SOUTH
R-434407
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
1"=20'
Silt Fence 2NTS
Stabilized Construction Entrance 3NTS
Inlet Protection 4NTS
Tree Protection 7NTS
6"=12" PERFORATE
PIPE AS NECESSARY
1'
TOP OF PIPE SHALL BE
6" MIN ABOVE GRADE
PROVIDE SOLID COVER
DISCHARGE TO SEDIMENT
POND VIA TEMP FORCE MAIN
5%
30
"
M
I
N
RUNOFF WITH
SEDIMENT
FILTERED RUNOFF
WATER LEVEL CONCRETE BLOCKS
SUMP PUMP AND MOTOR
WIRE TIES
24"-36" PVC OR HDPE PIPE
W/ 2" DIA WEEP HOLES OR
APPROVED EQUAL
WRAP WITH PERMEABLE
FILTER FABRIC
PROVIDE 12" MIN
WASHED ROCK AROUND
PERIMETER OF PIPE
Temporary Sump and Pump 5NTS
Interceptor Swale 1NTS
6" MIN.
ROCK MUST COMPLETELY COVER
THE BOTTOM AND SIDES OF THE DITCH
24" MIN.
2H:1V SLOPES
L
2"- 4" ROCKBA
L=THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
CROSS SECTION
CHECK DAM SPACING
Check Dam 8NTS
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
TESC DETAILS
6'
F
E
N
C
E
LINE POST (TYP)
2.375 INCH 0.D.
TOP RAIL
1.666 INCH O.D.
STRETCHER
BAR
BRACE RAIL
AND CABLE
1.666 INCH O.D.
TRUSS ROD 3/8" DIA
W/ TENSION DEVICE
TENSION WIRE
CONCRETE BLOCK
STD WGT GALVANIZED
CORNER POST
5/8" WIRE ROPE PROVIDE SECURE
END ATTACHMENT AT CORNER AND
GATE POSTS AND PROVIDE RUNNING
ATTACHMENT AT LINE POSTS AND
NEAR CENTER OF EACH FENCE PANEL
Construction Fencing 6NTS
R-434408
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
1
2
8
T
H
A
V
E
N
U
E
S
E
405
404
.
5
404
403
.
5
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
S
D
SD
S
D
SD
SD
SDSDSD
SD
SD
SD
CUT, CAP, AND
ABANDON EX 6" SD
C210
8
C210
2
396.87 (EX)
396.90 (EX)
TW 398.28
TP 396.97
TW 398.61
TP 397.27
405.36 (EX)
405.28 (EX)
405.35 (EX)
405.42 (EX)
405.33 (EX)
401.72401.77
405.23 (EX)
SD A2 CB TYPE I
W/ ADA COMPLIANT GRATE
RIM 405.30
IE 401.90 12"(IN)SE
IE 401.90 12"(OUT)NE
SEE DETAIL
8 LF 12" SD @ 0.9%
SD A9 SDMH - 54"
FLOW CONTROL STRUCTURE
RIM 403.53
IE 396.00 12"(IN)NW
IE 396.00 12"(OUT)SE
SEE DETAIL
SD A10 MODULAR WETLAND
WATER QUALITY
RIM 402.05
IE 395.53 12"(IN)NW
IE 392.28 12"(OUT)SE
SEE DETAIL
4 LF 12" SD @ 10.5%
CONNECT TO EX
CATCH BASIN
IE 389.15 12"(IN)NW
CONTRACTOR TO CONFIRM
IE PRIOR TO INSTALLATION.
FOR PIPE CONNECTION
LAYOUT SEE DETAIL
405.35 (EX)
2.
2
%
CONTRACTOR TO POTHOLE AND
CONFIRM ELEC/COMM LOCATION
PRIOR TO ANY INSTALLATION OF
STORM SYSTEM
TW 405.00
BW 405.00
TW 405.00
BW 402.75
SEE F-SERIES PLANS FOR FIELD
PLANS AND RELATED ACCESSORIES
ADS MC-7200 STORMTECH CHAMBER
DETENTION SYSTEM
LIVE STORAGE VOLUME= 73,339 CF
279 CHAMBERS AND 28 END CAPS IN 14 ROWS
9" GRAVEL BASE, 12" GRAVEL PERIMETER, AND
12" GRAVEL COVER
SEE DETAILS
CONNECT EX COLLECTOR LINE
INSERTA TEE SIDE INLET
CONNECTION
IE 396.67 (6")
SEE DETAIL
C211
2
STORMTECH
ISOLATOR ROW
SEE DETAIL
12
2
L
F
1
2
"
S
D
@
1
.
5
%
SD A3 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 405.34
IE 400.05 12"(IN)SW
IE 396.08 8"(BIDIRECTIONAL)N
IE 399.38 8"(BIDIRECTIONAL)E
SEE DETAILS
C210
5
C211
1
SD A4 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 404.82
IE 399.38 8"(BIDIRECTIONAL)NE
IE 396.08 8"(BIDIRECTIONAL)N
IE 399.38 8"(BIDIRECTIONAL)SW
SEE DETAILS
C210
5
C211
1
SD A8 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 404.07
IE 396.08 8"(BIDIRECTIONAL)N
IE 399.38 8"(BIDIRECTIONAL)SW
IE 396.08 12"(OUT)SE
SEE DETAILS
C210
5
C211
1
SD A7 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 403.91
IE 399.38 8"(BIDIRECTIONAL)NW
IE 396.08 8"(BIDIRECTIONAL)S
SEE DETAILS
C210
5
C211
1
13 LF 12" SD @ 0.6%
SD A6 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 403.79
IE 399.38 8"(BIDIRECTIONAL)NW
IE 399.38 8"(BIDIRECTIONAL)SE
IE 396.08 8"(BIDIRECTIONAL)S
SEE DETAILS
SD A5 30" NYLOPLAST BASIN
W/ TURF COVER
RIM 403.91
IE 396.08 8"(BIDIRECTIONAL)S
IE 399.38 8"(BIDIRECTIONAL)E
SEE DETAILS
C210
5
C211
1
C210
5
C211
1
48 LF 12"
SD @ 6.5%
405.37 (EX)405.35 (EX)
405.38 (EX)405.40 (EX)
405.23 (EX)
C213
2
C212
1
C212
2
C213
1
STORMTECH BOTTOM
CONNECTION (TYP OF 6
ENDCAP CONNECTIONS)
SEE DETAIL
C213
3
CONNECT TO EX CB
IE 402.02 12"(OUT)N
SD A1 CB TYPE I
RIM 405.26
IE 401.98 12"(IN)S
IE 401.98 12"(OUT)NW
INSTALL AS CLOSE TO
EX CB AS POSSIBLE
3 LF 12"
SD @ 1.3%
5.
0
%
C210
3
C220
A
STORM PROFILE
STORM
PROFILE
C221
B
LANDSCAPE
BLOCK WALL
SEE DETAIL
C213
5
C211
4
SEE RETAINING WALL
DETAIL 5 ON SHEET F240
X-ING
IE 402.10 (EX 4" PERF SD)
TP 400.44 (EX 6" SD)
X-ING
IE 401.78 (EX 4" PERF SD)
TP 400.10 (EX 6" SD)
X-ING
IE 401.60 (EX 4" PERF SD)
TP 399.75 (EX 6" SD)
X-ING
IE 401.67 (EX 4" PERF SD)
TP 399.40 (EX 6" SD)
404.94
7.
8
%
8.0
%
401.64
401.69
399.24
399.29
399.17399.22
397.04
397.09
404.19404.25
404.12404.18
8.0
%
8.
0
%
396.95 (EX)
SEE HANDRAIL DETAIL
ON SHEET F270 (TYP)
MATCH EXISTING GRADE
AT PAVEMENT JOINT
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=20'
0 10 20 40
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
GRADING AND DRAINAGE PLAN NORTH
1"=20'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C20
2
LEGEND
PROPERTY LINE
SYNTHETIC TURF
CONCRETE PAVEMENT
CANOPY
CONTOUR (INDEX)
CONTOUR
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
STORM DRAINAGE PIPE SD
CB2/CB/NYLOPLAST/CO
NOTE:BACKFILL CHAMBER
AGGREGATE TO FIELD SUBGRADE
(1.0' BELOW FINISH GRADE)
STORMTECH DETENTION SYSTEM
ASPHALT PAVEMENT
R-434409
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
Surface Water Enginering
jfarah 06/24/2025
SE 167TH
STREET
12
8
T
H
A
V
E
N
U
E
S
E
4
3
0
4
2
9
.
5
429 SD
SD
SD
SD
SD
41
5
41
3
41
4
41
6
41
7
41
8
41
9
42
0
4
2
1
4
2
3
42
4
429.65
429.38
429.52 (EX)429.78 (EX)
430.45 (EX)
430.41 (EX)
430.22 (EX)
430.14 (EX)
405.35 (EX)
405.36 (EX)
405.28 (EX)
405.42 (EX)
405.33 (EX)
428.66 (EX)
428.64 (EX)
427.95 (EX)
427.80 (EX)
430.42
430.49
430.70
SD A2 CB TYPE I
W/ ADA COMPLIANT GRATE
RIM 405.30
IE 401.90 12"(IN)SE
IE 401.90 12"(OUT)NE
SEE DETAIL
8 LF 12"
SD @ 0.9%
405.35 (EX)
405.23 (EX)
2.2
%
412.57 (EX)
412.51 (EX)
412.56 (EX)
412.57 (EX)
411.69
412.38
412.47
412.47
415.67
415.67
421.78
421.78
424.88
424.88
428.08
428.08
428.05
428.00
428.02
430.57 (EX)
430.64 (EX)
430.75 (EX)
430.70 (EX)
TW 430.73
TW 430.66
430.58
GRADING FOR NEW STAIRS
SEE F-SERIES DRAWINGS
FOR STAIR DETAILS
SEE F-SERIES PLANS FOR FIELD
PLANS AND RELATED ACCESSORIES
122
L
F
1
2
"
S
D
@
1
.
5
%
TW 405.00
BW 405.00
TW 405.00
BW 402.75
SEE F-SERIES PLANS FOR FIELD
PLANS AND RELATED ACCESSORIES
430.86 (EX)
430.72 (EX)
BW 429.44
BW 430.47
425.07
425.07
421.87
421.87 418.77
418.77
418.68
418.68
415.48
415.48
CONNECT TO EX CB
IE 402.02 12"(OUT)N
3 LF 12"
SD @ 1.3%
SD A1 CB TYPE I
RIM 405.26
IE 401.98 12"(IN)S
IE 401.98 12"(OUT)NW
INSTALL AS CLOSE TO
EX CB AS POSSIBLE
C210
3
428.43428.62
428.09
428.291.
8
%
1.
5
%
0.7%
1.
4
%
1.3%
1.8%
1.8%412
C221
B
STORM PROFILE
C221
B
STORM PROFILE
C221
B
STORM PROFILE
SEE RETAINING WALL
DETAIL 5 ON SHEET F240
404.94
5.0%
7.8
%
8.0%
8.0%
8.0%
399.17
399.22
399.29
399.24
401.69
401.64
401.77
401.72
404.12
404.19
404.25
404.18
405
404 403
400
401
402
403
404
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
SCALE 1"=20'
0 10 20 40
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
1"=20'
LEGEND
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
2
0
1
PROPERTY LINE
SYNTHETIC TURF
CONCRETE PAVEMENT
CANOPY
CONTOUR (INDEX)
CONTOUR
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
STORM DRAINAGE PIPE SD
CB2/CB/CO
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
GRADING AND DRAINAGE PLAN SOUTH
SYNTHETIC TURF
R-434410
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
Surface Water Enginering
jfarah 06/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
Flow Control Structure 8NTS
ROOF DOWNSPOUT,
SEE ARCHITECTURAL
FOR SIZE, FINISH
AND DETAILS
PAINT ABOVE GRADE
PVC PIPE TO MATCH
DS. ARCHITECT TO
REVIEW COLOR
FINISH GRADE
6" CLEANOUT WITH
THREADED PLUG.
INSTALL CLEANOUT
PARALLEL TO THE
FACE OF THE BUILDING
6" PVC PIPE
NOTE:
CONTRACTOR SHALL VERIFY THAT
OUTSIDE DIAMETER OF 6" SCH 10
GALVANIZED PIPE WILL FIT THE
BELL END OF A 6" PVC PIPE
WHEN ORDERING MATERIALS.
INSTALL RUBBER GASKET
ELEVATION 'B'
INSTALL 6" PVC PIPE
WITH BELL END
ROOF DOWNSPOUT, SEE
ARCHITECTURAL FOR SIZE,
FINISH AND DETAILS.
BUILDING WALL. SEE
STRUCTURAL DETAILS.
PROVIDE FERNCO
COUPLING OR APPROVED
EQUIV. AS REQUIRED
2.0%
MIN.
6" CAST IRON LONG
SWEEP WITH NO
HUBS/PLAIN END
BUILDING FOUNDATION.
SEE STRUCTURAL DETAILS
6" CLEANOUT
SEE ELEVATION 'B'
FINISH GRADE
24
"
M
I
N
6" PVC PIPE (SEE PLAN)
ELEVATION 'A'PROVIDE TRANSITION
TO 6" CLEANOUT AS
NECESSARY
Downspout Connection with Wye Cleanout 6NTS
FLOW CONTROL STRUCTURE DATA:
RIM AND IE PER PLAN (SD A5 )
TOP OF RISER ELEVATION = 402.00
BOTTOM ORIFICE DIAMETER = 1.0625"
BOTTOM ORIFICE ELEVATION = 396.00
RECTANGULAR NOTCH WIDTH = 0.25"
RECTANGULAR NOTCH HEIGHT = 15"
RECTANGULAR NOTCH ELEVATION = 400.75
Modular Wetland Water Quality Vault (SD A10)2NTS
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
STORM DRAINAGE DETAILS
BLUE 4"x4" LOCATOR MARK
AT CENTER OF COVER
PANELIZED PAD
2" VELCRO
INSTALL AND
ADHERE TURF TO
PANELIZED PAD
1" NYLON STRAPS
2 EACH CONTINUOUS
BENEATH PANELIZED PAD,
TRIM TO FIBER HEIGHT
4"4"
INFILLED SYNTHETIC
TURF SYSTEM
SUPPLEMENTAL PAD
COVER TO BE FLUSH WITH
ADJACENT SYNTHETIC TURF
ONCE IN PLACE
4" VELCRO
INTEGRATED DUCTILE
IRON FRAME AND SOLID
GRATE (PER CIVIL)
NYLOPLAST CATCH BASIN
(SEE CIVIL)
CONCRETE COLLAR
COVER AT NYLOPLAST CATCH BASIN
48"
24"
BLUE 4"x4"
LOCATOR MARK
CONCRETE COLLAR
NYLOPLAST CATCH
BASIN
DRAINAGE PIPE -
SEE SHEET F130
FOR PIPE TYPE
OUTFLOW PIPE
BASE COURSE
AGGREGATE
BACKFILL
8"
8"
48"
24"
Turf Cover Nyloplast Basin 5NTS
Catch Basin Type I 3NTS
R-434411
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
6"
M
I
N
NEW UTILITY
NEW UTILITY
EXPANDED POLYSTYRENE
FOAM PAD CUT TO
SUPPORT TOP PIPE
ETHAFOAM PAD SHALL BE OUTSIDE PIPE DIAMETER X OUTSIDE PIPE
DIAMETER X3 INCHES WHERE OUTSIDE DIAMETER REFERS TO THE
LARGER PIPE
Ethafoam Pad 7NTS
DEVELOPMENT ENGINEERING
HBray 06/24/2025
388
389
390
391
392
NO
R
T
H
PROPOSED 12" SD
IE 389.15 (IN) NW
387
EX 12" CPP
IE 388.15 (OUT) N
EX 8" CPP
IE 388.45 (IN) E
EX 12" CPP
IE 388.25 (IN) S
EX 12" CPP
IE 388.55 (IN) W
10
3
/
4
"
13 1/4"
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
STORM DRAINAGE DETAILS
Nyloplast Drain Basin Detail 1NTS
StormTech Inserta Tee Side Inlet Connection 2NTS
COMPACTED BACKFILL SLOPE MEETING
GRADATION REQUIREMENTS FOR
STRUCTURAL FILL (SEE NOTE 2)
SLOPE TO DRAIN AWAY
FROM STRUCTURE
6"
BUILDING WALL. SEE
STRUCTURAL PLANS
GRAVEL BACKFILL FOR DRAINS
PER PROJECT SPECIFICATIONS
BUILDING FOOTING
SEE STRUCTURAL
PLANS
6" MIN 6" MIN
6" SDR 35 PVC PERF PIPE EXTERIOR
USE ONLY CONNECT TO STORM
CONVEYANCE SYSTEM. SURROUND
W/ DRAIN ROCK AS SHOWN
WRAP WITH NON-WOVEN
SEPARATION FILTER FABRIC
NOTES:
1.PIPE SHALL BE PLACED NO LOWER THAN 3" BELOW BOTTOM OF FOOTING
2.STRUCTURAL FILL SHALL MEET THE REQUIREMENTS OF SECTION 02200
OF THE PROJECT SPECIFICATIONS
Footing Drain 3NTS
R-434412
Existing Catch Basin Pipe Connections 4Scale: 1"=2'
Not Used 5NTS
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
STORM DRAINAGE DETAILS
StormTech MC-7200 Chamber Specifications 1NTS
StormTech Proposed Layout 2NTS
Not Used 3NTS
R-434413
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
GRADING & STORM DRAINAGE DETAILS
StormTech Cross Section 1NTS
StormTech Isolator Row 2NTS
StormTech Connection Details 3NTS
R-434414
6'
1'
-
4
"
12'
1'
-
4
"
KEYSTONE STANDARD BLOCK OR
APPROVED EQUIVALENT (TYP)
MATCH EX GRADE
EAST-WEST
NORTH-SOUTH
Block Wall 5NTS
12
8
T
H
A
V
E
S
E
8'-7/8"
40 INCHES
11
2
I
N
C
H
E
S
72
I
N
C
H
E
S
SOLID WHITE SYMBOL,
6" HEIGHT (TYP)
NOTES
1.SHARED LANE MARKING IN ACCORDANCE WITH
MUTCD SECTION 9C.07.
2.PAVEMENT MARKINGS SHALL ADHERE TO RENTON
STANDARD PLAN 109
EX CURB
Bicycle Sharrow 4NTS
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
6"
DEVELOPMENT ENGINEERING
HBray 06/24/2025
STORM PROFILE A
Scale: 1"=5' V. 1"=20' H
385
390
395
400
405
410
415
385
390
395
400
405
410
415
CONNECT TO EX
CATCH BASIN
IE 389.15 12"(IN)NW
CONTRACTOR TO CONFIRM
IE PRIOR TO INSTALLATION
SD A9 SDMH - 54"
RIM 403.53
IE 396.00 12"(IN)NW
IE 396.00 12"(OUT)SE
3'
3'
10 LF 8"
SD @ 0.0%
13 LF 12"
SD @ 0.6%
4 LF 12"
SD @ 10.5%
48 LF
1
2
"
SD @ 6
.
5
%
SD A10 MODULAR WETLAND
WATER QUALITY
RIM 402.05
IE 395.53 12"(IN)NW
IE 392.28 12"(OUT)SE
1.0' MIN
APPROX ELEVATION OF EX
ELEC/COMM. CONTRACTOR TO
POTHOLE AND CONFIRM PRIOR TO ANY
INSTALLATION OF STORM SYSTEM.
SD A8 CB TYPE II - 48"
RIM 404.07
IE 396.08 8"(BIDIRECTIONAL)N
IE 399.38 8"(BIDIRECTIONAL)SW
IE 396.08 12"(OUT)SE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
STORM DRAINAGE PROFILES
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
R-434415
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
MA
T
C
H
L
I
N
E
3
+
2
0
STORM PROFILE B
Scale: 1"=5' V. 1"=20' H
415
420
425
430
435
440
415
420
425
430
435
440
MA
T
C
H
L
I
N
E
3
+
2
0
STORM PROFILE B
Scale: 1"=5' V. 1"=20' H
390
395
400
405
410
415
420
425
430
390
395
400
405
410
415
420
425
430
SD A1 CB TYPE I
RIM 405.26
IE 401.98 12"(IN)S
IE 401.98 12"(OUT)NW
INSTALL AS CLOSE TO
EX CB AS POSSIBLE
SD A3 30" NYLOPLAST BASIN
RIM 405.34
IE 400.05 12"(IN)SW
IE 396.08 8"(BIDIRECTIONAL)N
IE 399.38 8"(BIDIRECTIONAL)E
SD A2 CB TYPE I
RIM 405.30
IE 401.90 12"(IN)SE
IE 401.90 12"(OUT)NE
122 LF 12" SD @ 1.5%
8 LF 12"
SD @ 0.9%
3 LF 12"
SD @ 1.3%
67 LF 6" SD @ 0.2%
112 LF 6" SD @ 0.6%53 LF 6" SD @ 0.4%52 LF 6" SD @ 0.4%
1
1
1
L
F
6
"
S
D
@
2
0
.
3
%
EX GRADE (TYP)FINISHED
GRADE (TYP)
EX GRADE (TYP)
FINISHED
GRADE (TYP)
IE 12" CPP=402.02 (N)
EX 4" PERF PIPE
IE 403.30
EX 4" PERF PIPE
IE 403.28
EX 4" PERF PIPE
IE 403.18
EX 4" PERF PIPE
IE 403.31 EX 4" PERF PIPE
IE 403.29
51 LF 6" SD @ 0.4%
51 LF 6"
SD @ 0.4%
0.46'0.71'0.88'1.28'1.55'1.81'
ETHAFOAM PAD
SEE DETAIL
C210
7
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
43667
NSTATE O F WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G IN EER
O
S
B
O
CAJA.DLAREJ
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
ACW JAJ
ACW JAJ
ACW JAJ
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTS
STORM DRAINAGE PROFILES
R-434416
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
2/21/25
4/14/25
6/06/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
2.2%
1.4
%
4.8%
3.2
%
4.7%
0.5%
415
413
414
41
6417
41841
9
42
0
42
1
42
3
42
4
412
1.8
%
1.5
%
0.7%
1.4
%
1.3%
1.8%
1.8%
205'
20
5
'
300'
350'
22.51'
79.74'
260.28'
37.41'
173.88'
64.80'
322.30'
101.29'
17
5
.
3
2
'
16
6
.
2
3
'
381.86'
1.8%
1.8%
22.51'
16.44'
16.11'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
LAND USE SITE PLAN
FIELD IMPROVEMENTS
17
A4
PROPERTY LINE
SETBACK LINE
LIMIT OF WORK
LEGEND
SITE DATA
LEGAL DESCRIPTION
A1 A2
B1
B2
C1 C2
A3
A4
B3
B4
FIELD LIGHT POLE (70'-80' HT.)
LINDBERGH HIGH SCHOOL
GYMNASIUM
POOL
LIGHTED
TRACK & FIELD
TENNIS COURTS
202 + 5
36 + 6
8
39 + 2
40 + 2
95,714 SF
EXISTING UNDER DRAINED NATURAL
GRASS
PROPOSED CONVERSION TO
SYNTHETIC TURF SURFACING
42,025 SF
EXISTING UNDER DRAINED
NATURAL GRASS
PROPOSED CONVERSION TO
SYNTHETIC TURF SURFACING
TAX PARCEL NO. 282305-9004
ADDRESS: 16426 128TH AVE SE
SE 1/4 OF NE 1/4 STR 28-23-05 LESS S 250 FT
OF E 523 FT OF W 553 FT LESS CO RD PER
RENTON DECLARATION OF LOT COMBINATION
LUA 22-000106 REC #20240507000960
LEGEND:
A SOFTBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT.
B BASEBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT.
C SOFTBALL + BASEBALL BATTING CAGES. MODIFIED EXISTING BATTING CAGES WITH NEW SYNTHETIC TURF AND PERMEABLE AGGREGATE SYSTEM.
D MUSCO FIELD LIGHTING; 50fc INFIELD, 30fc OUTFIELD, LED. POLES 70' - 80' HEIGHT.
E NEW BASEBALL / SOFTBALL DUGOUTS;EXPANDED TO 8' DEPTH x40' LENGTH, 30' OF PLAYER BENCHES. PARTIAL WIND SCREEN WRAP.
F PORTABLE SANITARY FACILITIES; 2 EACH ACCESSIBLE UNITS ON A CONCRETE SERVICE PAD.
G ADDITIONAL HARDSCAPE (CONCRETE), ACCOMMODATES THE FOLLOWING: IMPROVED ACCESS TO LOCKER/STORAGE AREA IN EXISTING SCHOOL, SEATING, ETC.
H BID ALTERNATE #1: SCOREBOARDS; ONE AT EACH FIELD 8' x 24'. 20' OVERALL HEIGHT.
I PUBLIC ADDRESS SYSTEM, INCLUDES POWER ACCESS / 110v - 30amp FOR PORTABLE EQUIPMENT.
36 + 6 PARKING (STD. + ADA)
(325 + 15 TOTAL) NO CHANGE PROPOSED
A
B
D
E
E
E E
F
F
G
H
H
I
I
NEW / REPLACED HARD SURFACE (143,615 SF)
C
G
LOT COVERAGE
TOTAL SITE AREA: 1,622,480 SF
EXISTING SITE IMPERIVIOUS AREA: 921,229 SF
EXISTING IMPERVIOUS COVERAGE: 56.8%
PROPOSED SITE IMPERVIOUS AREA: 930,485 SF
PROPOSED IMPERVIOUS COVERAGE: 57.3%
BUILDING AREA: 214,843 SF
BUILDING COVERAGE: 13.2%
EXISTING PAVEMENT AREA: 423,171 SF
NEW PAVEMENT AREA: 4,606 SF
TOTAL PAVEMENT AREA: 427,777 SF
PARKING ANALYSIS: N/A
BUILDING ANALYSIS: N/A - PROPOSED
BUILDINGS ARE NOT OCCUPIABLE
ON-SITE WETLAND AREA: 0 SF
F
NORTH
NORTH
0
SCALE: 1" =
10'
10'
10'
SOFTBALL 3rd BASE DUGOUT
DEVELOPMENT ENGINEERING
HBray 06/24/2025
2.2%
1.4
%
4.8%
3.
2
%
4.7%
0.5%
1.8
%
1.5
%
0.7%
1.4
%
1.3%
1.8%
1.8%
205'
20
5
'
SD
SD
SD
SD
SD
SD S
D
S
D
SD
300
'
350'
UTILITY LEGEND
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
COMPOSITE UTILITY PLAN
FIELD IMPROVEMENTS
18
ELECTRICAL CONDUIT
STORM DRAINAGE STRUCTURE
IRRIGATION MAINLINE
IRRIGATION VALVE STRUCTURE
STORM DRAINAGE COLLECTOR PIPE
ELECTRICAL STRUCTURE
STORM DRAINAGE BASIN
SD
FIELD LIGHT POLE
NORTH
DEVELOPMENT ENGINEERING
HBray 06/24/2025
47.6
5
'
64.4
7
'
79.5
6
'
94.6
6
'
109
.
7
5
'
124
.
8
5
'
139
.
9
5
'
152
.
1
0
'
138
.
6
9
'
125
.
2
8
'
111
.
8
8
'
96.9
0
'
98.3
8
'
84.9
8
'
71.5
7
'
30.8
2
'
44.8
5
'
7
(TYP.)
7
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
9
(TYP.)
19
9
(TYP.)
19
9
(TYP.)
19
12
12
13
13
(TYP.)
(TYP.)
14
(TYP.)
14
(TYP.)
14
(TYP.)
14
(TYP.)
15
15
16
(TYP.)
16
(TYP.)
16
(TYP.)
18
18
CATCH BASIN
PROTECTION (TYP.)
11
CATCH BASIN
PROTECTION (TYP.)
11
CATCH BASIN
PROTECTION (TYP.)
11
21
(TYP.)
21
(TYP.)
21
(TYP.)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL SITE PREPARATION PLAN
FIELD IMPROVEMENTS
19
Know what's below.
before you dig.Call
R
EXCAVATE TOP 2" OF PEA GRAVEL AT DRAINAGE
LATERAL TRENCH; DISPOSE OF WASTE
EXISTING CONCRETE CURBING TO BE REMOVED
AND DISPOSED OF OFF SITE
EXISTING CHAIN LINK FENCING TO BE REMOVED
AND DISPOSED OF OFF SITE
EXISTING NATURAL TURF TO BE REMOVED AND
DISPOSED OF OFF SITE
EXISTING INFIELD SOIL TO BE REMOVED AND
DISPOSED OF OFF SITE
SITE PREPARATION LEGEND
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
EXISTING CRUSHED ROCK WARNING TRACK TO
BE REMOVED AND DISPOSED OF OFF SITE
EXISTING 3" PERF. CORR. POLY DRAIN
TUBING TO REMAIN. PROTECT
THROUGHOUT CONSTRUCTION.
SITE PREPARATION NOTES
1.CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE
WORK.
2.PROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS.
TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING:
2.1.STRUCTURAL FABRIC OR GEOTEXTILE LAYER
2.2.3/4 INCH PLYWOOD (TWO DEEP)
3.PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO
ORIGINAL OR BETTER CONDITION.
4.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 AT THE STAGING AND STORAGE AREAS.
5.REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL
FIELDS.
6.COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION
SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK.
7.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES
AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND
PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP.
8.REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE
OWNER ONSITE.
9.STRIP 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.
10.PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALL TESC MEASURES AROUND RIMS AND
MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER
TO CIVIL PLANS.
11.NOT USED.
12.REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECT THE EXISTING FENCE POSTS,
FOUNDATIONS AND CONCRETE CURB TO REMAIN.
13.CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN.
14.REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS
WITH STRUCTURAL FILL, COMPACTED TO 95%.
15.REMOVE FOUL POLES AND FOUNDATIONS.
16.EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPT AS OTHERWISE NOTED. AT THE
CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO
FACILITATE THE ON-FIELD WORK AND OTHER MODIFICATIONS.
17.REMOVE TOP 3” OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND
RAILS TO REMAIN.
18.REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%.
19.BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS
COMPACTED TO 95% MINIMUM.
20.PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION.
21.PROTECT EXISTING SIDEWALK TO REMAIN.
MATCHLINE TO SHEET F011
(NOTE PLAN VIEW ORIENTATION CHANGE)
EXISTING 3" PERF. CORR. POLY DRAIN
TUBING TO BE REMOVED
NORTH
CATCH BASIN PROTECTION
DEVELOPMENT ENGINEERING
HBray 06/24/2025
30.82'
44.85'8(TYP.)
8(TYP.)
12
12
1
3
(TYP.)
1
4
(TYP.)
1
4
(TYP.)
14
(TYP.)
1
6
(TYP.)
16
(TYP.)
1
6
(T
Y
P
.
)
CATCH BASIN
PROTECTION (TYP.)
1
1
7
(TYP.)
7
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
9
(TYP.)
19
9
(TYP.)
19
9
(TYP.)
19
CATCH BASIN
PROTECTION (TYP.)
11
CATCH BASIN
PROTECTION (TYP.)
11
12
12
14
(TYP.)
14
(TYP.)
14
(TYP.)
14
(TYP.)
15
15
16
16
16
17
18
18
21
(TYP.)
21
(TYP.)
21
21
(TYP.)
2
1
(TYP.)
21
(TYP.)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL SITE PREPARATION PLAN
FIELD IMPROVEMENTS
20
Know what's below.
before you dig.Call
R
MATCHLINE TO SHEET F010
(NOTE PLAN VIEW ORIENTATION CHANGE)
NORTH
MATCHLINE TO SHEET F010
(NOTE PLAN VIEW ORIENTATION CHANGE)
(TYP.)
EXCAVATE TOP 2" OF PEA GRAVEL AT DRAINAGE
LATERAL TRENCH; DISPOSE OF WASTE
EXISTING CONCRETE CURBING TO BE REMOVED
AND DISPOSED OF OFF SITE
EXISTING CHAIN LINK FENCING TO BE REMOVED
AND DISPOSED OF OFF SITE
EXISTING NATURAL TURF TO BE REMOVED AND
DISPOSED OF OFF SITE
EXISTING INFIELD SOIL TO BE REMOVED AND
DISPOSED OF OFF SITE
SITE PREPARATION LEGEND
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
EXISTING CRUSHED ROCK WARNING TRACK TO
BE REMOVED AND DISPOSED OF OFF SITE
EXISTING 3" PERF. CORR. POLY DRAIN
TUBING TO REMAIN. PROTECT
THROUGHOUT CONSTRUCTION.
SITE PREPARATION NOTES
1.CALL 8-1-1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF ALL SITE UTILITIES PRIOR TO COMMENCING THE
WORK.
2.PROVIDE TEMPORARY PROTECTION ON EXISTING PAVEMENTS FOR ALL CONSTRUCTION TRAFFIC AT FIELD ACCESS POINTS.
TEMPORARY PROTECTION SHALL INCLUDE A MINIMUM OF THE FOLLOWING:
2.1.STRUCTURAL FABRIC OR GEOTEXTILE LAYER
2.2.3/4 INCH PLYWOOD (TWO DEEP)
3.PROTECT EXISTING ADJACENT SURFACES FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DISTURBED AREAS TO
ORIGINAL OR BETTER CONDITION.
4.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 AT THE STAGING AND STORAGE AREAS.
5.REFER TO CIVIL SHEETS FOR TESC MEASURES AND ALL DEMOLITION OUTSIDE THE LIMITS OF THE BASEBALL AND SOFTBALL
FIELDS.
6.COORDINATE WITH THE ARCHITECT AND DISTRICT MAINTENANCE STAFF TO FIELD LOCATE LOCATION OF EXISTING IRRIGATION
SYSTEM COMPONENTS INCLUDING MAIN LINE, LATERAL PIPING AND EXISTING CONTROLLER WITHIN AREA OF WORK.
7.CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING IRRIGATION MAINLINE. REMOVE EXISTING IRRIGATION CONTROL VALVES
AND CORRESPONDING BOXES AND VAULTS AND DELIVER TO THE OWNER ON SITE UNLESS OTHERWISE NOTED. CAP AND
PROTECT EXISTING IRRIGATION MAINLINE TO REMAIN AT GATE VALVE FOR CONNECTION TO NEW IRRIGATION MAINLINE LOOP.
8.REMOVE EXISTING IRRIGATION SPRINKLER HEADS AND RISER ASSEMBLIES IN THE FIELD, CLEAN, PACKAGE AND DELIVER TO THE
OWNER ONSITE.
9.STRIP 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.
10.PROTECT EXISTING CATCH BASINS TO REMAIN DURING CONSTRUCTION. INSTALL TESC MEASURES AROUND RIMS AND
MAINTAIN THROUGHOUT CONSTRUCTION. CLEAN DEBRIS FROM DRAINAGE SYSTEM BASINS WITHIN THE LIMIT OF WORK. REFER
TO CIVIL PLANS.
11.NOT USED.
12.REMOVE EXISTING CHAIN LINK FENCING FABRIC AND DISPOSE OF OFF SITE. PROTECT THE EXISTING FENCE POSTS,
FOUNDATIONS AND CONCRETE CURB TO REMAIN.
13.CUT AND CAP SUBSURFACE DRAINAGE LATERALS AS SHOWN.
14.REMOVE BASES, PLATES AND ANCHORS. CLEAN AND RETURN BASES AND PLATES TO THE OWNER ON SITE. BACKFILL ALL VOIDS
WITH STRUCTURAL FILL, COMPACTED TO 95%.
15.REMOVE FOUL POLES AND FOUNDATIONS.
16.EXISTING BACKSTOP, WING FENCING AND OUTFIELD FENCING SHALL REMAIN IN PLACE, EXCEPT AS OTHERWISE NOTED. AT THE
CONTRACTOR'S OPTION, SECTIONS OF THE EXISTING RAILS AND FABRIC TO REMAIN MAY BE REMOVED AND REINSTALLED TO
FACILITATE THE ON-FIELD WORK AND OTHER MODIFICATIONS.
17.REMOVE TOP 3” OF ORGANICS AND AGGREGATE FROM THE BATTING CAGES. PROTECT EXISTING FENCE POSTS, FABRIC AND
RAILS TO REMAIN.
18.REMOVE EXISTING BENCHES AT EACH BULLPEN. BACKFILL ALL VOIDS WITH STRUCTURAL FILL, COMPACTED TO 95%.
19.BACKFILL ALL VOIDS AND EXCAVATED AREAS WITH APPROVED STRUCTURAL FILL MATERIAL IN 12 INCH MAXIMUM LIFTS
COMPACTED TO 95% MINIMUM.
20.PROTECT ALL UTILITIES TO REMAIN FROM DAMAGE THROUGH CONSTRUCTION.
21.PROTECT EXISTING SIDEWALK TO REMAIN.
EXISTING 3" PERF. CORR. POLY DRAIN
TUBING TO BE REMOVED
CATCH BASIN PROTECTION
DEVELOPMENT ENGINEERING
HBray 06/24/2025
30
0
'
350
'
205'
20
5
'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
FIELD COLOR PLANS
FIELD IMPROVEMENTS
21SOFTBALL FIELDBASEBALL FIELD
NORTH NORTH
DEVELOPMENT ENGINEERING
HBray 06/24/2025
S
D
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SDSDSD
SD
SD
SD
30
0
'
350
'
1
1
CONCRETE
RETAINING
CURB
2
5
.
0
0
'
12.00'
WARNING
TRACK (TYP.)
12.00'
WARNING
TRACK (TYP.)
12.00'
WARNING
TRACK (TYP.)
F210
1
F210
1
F210
1
F210
1
F210
1
F220
5
F310
1
90.00'
(TYP.)
F220
1
F240
1
F222
1
F240
1
BASEBALL
MARKINGS
(TYP.)HOME
PLATE
BASEBALL
BATTER'S
BOX
TYPICAL BASE
AND PLATE
ANCHOR LAYOUT
SYNTHETIC TURF
PITCHING MOUND
BROWN
SYNTHETIC
TURF (TYP.)
BROWN SYNTHETIC
TURF WARNING
TRACK (TYP.)
BROWN SYNTHETIC
TURF WARNING
TRACK (TYP.)
BASEBALL
BULLPEN AREA
BULLPEN
PITCHING
MOUND
FOUL POLE,
INTEGRATED IN
EXISTING FENCE
(TYP.)
FOUL POLE,
INTEGRATED IN
EXISTING FENCE (TYP.)
ALTERNATE BID #1:
SCOREBOARD AND FOUNDATIONS.
SEE ARCHITECTURAL PLANS FOR
FOUNDATION INFORMATION.
REPLACE ALL EXISTING
BALL CONTROL NETTING
OVER FENCING WITH
NEW NETTING (TYP.)
REPLACE NETTING
ON EXISTING
CABLE (TYP.)
GREEN
SYNTHETIC
TURF (TYP.)
GREEN
SYNTHETIC
TURF (TYP.)
GREEN
SYNTHETIC
TURF (TYP.)
GREEN
SYNTHETIC
TURF (TYP.)
DUGOUT
STRUCTURE
(TYP.)
DUGOUT
STRUCTURE
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
CONCRETE
RETAINING
CURB
BULLPEN PITCHER'S
MOUND
F250
1F250
3
F250
3
QUICK COUPLING
VALVE (TYP.)9
F260
1
QUICK COUPLING
VALVE (TYP.)9
F260
1
QUICK COUPLING
VALVE (TYP.)9
F260
1
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB
1
F221
1
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB
1
F221
1
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB 1
F221
1
2 2
4
4
NEW CONCRETE TO
MEET AND MATCH
EXISTING CONCRETE
PAVING 5
11
11
12
12
SY
N
T
H
E
T
I
C
T
U
R
F
E
D
G
E
ANC
H
O
R
A
T
E
X
I
S
T
I
N
G
CO
N
C
R
E
T
E
C
U
R
B
1
QU
I
C
K
C
O
U
P
L
I
N
G
VA
L
V
E
(
T
Y
P
.
)
9
F310
2
STORMTECH DETENTION
CHAMBERS, SEE CIVIL PLANS
CONCRETE
RETAINING
WALL
BLOCK
RETAINING
WALL
40 LF B
8 LF
B
8 LF
B
40 LF A
40
L
F
A
40
L
F
B
8 LF
B
8 LF B
18
L
F
B
18 LF B
48
"
G
R
A
D
I
N
G
TR
A
N
S
I
T
I
O
N
A
T
FI
E
L
D
E
D
G
E
(
T
Y
P
.
)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
F222
5
F222
5
REPLACE ALL EXISTING
BALL CONTROL NETTING
OVER FENCING WITH
NEW NETTING (TYP.)
F231
1
F231
1
17
L
F
E
OUTFIELD FENCE
WINDSCREEN
14
F222
2
FENCE CAP
(TYP.)14F222
3
FE
N
C
E
C
A
P
F22
2
3
RAMP HANDRAIL,
SEE CIVIL PLANS F270
3
LAYOUT AND FENCING NOTES
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
MATCHLINE TO SHEET F111
(NOTE PLAN VIEW ORIENTATION CHANGE)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL LAYOUT PLAN
FIELD IMPROVEMENTS
22
CHAIN LINK FENCE
LAYOUT AND FENCING LEGEND
NEW SYNTHETIC TURF EDGE ANCHOR
ON EXISTING CONTAINMENT CURB
GREEN SYNTHETIC TURF AND
PERMEABLE AGGREGATE
BROWN SYNTHETIC TURF AND
PERMEABLE AGGREGATE
LIGHT POLE, SEE ELECTRICAL
CONCRETE PAVING
NORTH
NETTING ON EXISTING CABLES
B
3
FENCE TYPE AND LIMIT
GATE TYPE
A 25' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9
GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2"SQ.
NYLON NETTING ABOVE
B 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP,
MIDDLE, BOTTOM RAIL
C 4' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP AND
BOTTOM RAIL
D BATTING CAGE NET TUNNEL
E REPLACE BACKSTOP STOP BOARDS & PADS (FIELD VERIFY)
FENCE TYPE KEY
1 5' SINGLE SWING GATE
GATE TYPE KEY (ALL CHAIN LINK)
1.FURNISH AND INSTALL PERMEABLE AGGREGATE AND SYNTHETIC TURF EDGE ANCHORING SYSTEM AROUND THE ENTIRE
PERIMETER OF THE SYNTHETIC TURF FIELD AREAS INCLUDING BASE BID BATTING CAGES.
2.PRIOR TO INSTALLATION OF ANY IMPROVEMENTS AT THE BASEBALL AND SOFTBALL INFIELD, CONTRACTOR SHALL ACCURATELY
SURVEY AND FIELD CONFIRM THE LOCATION OF HOME PLATE, 1st, 2nd AND 3rd BASE, FOUL POLE AND FOUL LINE.
CONFIRMATION AND SUBSEQUENT CONSTRUCTION, INCLUDING INSTALLATION OF NEW FOUL POLES, BASE ANCHORS, AND
PLATES, SO THAT FIRST AND THIRD BASE LINES RESULT IN AN INTERNAL 90 DEGREE ANGLE, AND THAT LOCATION OF FOUL
POLES REPRESENT A TRUE EXTENSION OF EACH FOUL LINE.
3.RESTORE ALL DISTURBED NON-SURFACE PERIMETER AREAS.
4.FOUL POLES ARE LOCATED IN FAIR TERRITORY, COORDINATED WITH THE PLACEMENT OF HOME PLATE AT THE DISTANCES
INDICATED. OUTSIDE FACE OF BOTH POLES TO FORM A 90 DEGREE ANGLE WITH THE BACK OF HOME PLATE AT THE APEX.
5.NEW PAVING TO MEET AND MATCH FLUSH WITH EXISTING ADJACENT SURFACES WHERE INDICATED.
6.SEE ELECTRICAL SHEETS FOR CONDUIT TO SCOREBOARDS, LIGHTS AND POWER SUPPLY TO THE BATTING CAGES.
7.RESTORATION LIMIT SHOWN IS THE MINIMUM ANTICIPATED LIMIT OF DISTURBANCE. ANY ADDITIONAL DISTURBANCE CREATED
AS A RESULT OF THE CONTRACTORS WORK SHALL BE RESTORED AS DIRECTED WITHOUT ADDITIONAL COMPENSATION EXCEPT
AS AGREED IN ADVANCE OF THE INITIAL DISTURBANCE. RESTORATION SHALL BE TO A LIKE CONDITION.
8.THE CONTRACTOR SHALL FIELD VERIFY SYNTHETIC TURF SURFACING DIMENSIONS TO MATCH EXISTING FIELD AREA. SEE
SYNTHETIC TURF COMPOSITE PLAN AND LAYOUT PLANS & DETAILS FOR SYNTHETIC TURF LINES AND MARKINGS.
9.INSTALL NEW QUICK COUPLING VALVE IN TURFCOOL VALVE BOX.
10.COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES.
11.FURNISH AND INSTALL DUGOUTS COMPLETE FOR THE BASEBALL AND SOFTBALL FIELDS.
12.REMOVE AND REPLACE THE LOWER 10' OF CHAIN LINK FENCE FABRIC BETWEEN THE ENDS OF THE DUGOUTS USING NEW 6
GAUGE GALVANIZED WIRE FABRIC.
13.PROVIDE NEW BACKSTOP BOARDS AND PADS AS SHOWN.
14.PROVIDE NEW FENCE SAFETY CAP AT ALL FENCES 10' HT. AND UNDER, AND 120 LF OF WINDSCREEN CENTERED ON CENTER
FIELD.
15.PROVIDE EXPANSION FOR ALL CONCRETE PAVING AT 40' ON CENTER. PROVIDE CONTROL JOINTS AND CONCRETE SCORING
PATTERN AT ALL FENCE POST LOCATIONS AT 10' ON CENTER.
QUICK COUPLING VALVE
CAST-IN-PLACE
RETAINING WALL
BLOCK RETAINING WALL
DEVELOPMENT ENGINEERING
HBray 06/24/2025
205'
20
5
'
1
1
1
1
D
D
25
.
0
0
'
25.0
0
'
12.00'
WARNING
TRACK (TYP.)
12.00'
WARNING
TRACK (TYP.)
F210
1
F220 5
F310
1
F220 1 F
2
4
0
1
F240
1
B
A
S
E
B
A
L
L
MARKINGS
(TYP.)
HOME
PLATE
BASEBALL
BATTER'S
B
O
X
T
Y
P
I
C
A
L
B
A
S
E
AND PLATE
A
N
C
H
O
R
L
A
Y
O
U
T
SYNTHETIC TURF
PI
T
C
H
I
N
G
M
O
U
N
D
FOUL POLE TO BE
INTEGRATED IN
EXISTING FENCE
(TYP.)
REPLACE ALL EXISTING
BALL CONTROL NETTING
OVER FENCING WITH
NEW NETTING (TYP.)
R
E
P
L
A
C
E
A
L
L
E
X
I
S
T
I
N
G
BALL CONTROL NETTING
OVER FENCING WITH
NEW NETTING (TYP.)
R
E
P
L
A
C
E
N
E
T
T
I
N
G
ON EXISTING
CABLE (TYP.)
SOFTBALL
MARKINGS
(TYP.)
HOME
PLATE
SOFTBALL
BATTER'S
BOX
TYPICAL BASE
AND PLATE
ANCHOR LAYOUT
SOFTBALL
PITCHING PLATE
BROWN
SYNTHETIC
TURF (TYP.)
BROWN SYNTHETIC
TURF WARNING
TRACK (TYP.)
SOFTBALL
BULLPEN AREA
SOFTBALL
BULLPEN
AREA
TURF (TYP.)
GREEN
SYNTHETIC
TURF (TYP.)
BASEBALL
BATTING CAGE
SOFTBALL
BATTING CAGE
CONCRETE WALKWAY
CONCRETE
STAIRS (TYP.)
CONCRETE
PAVING (TYP.)
RELOCATE
EXISTING
3-ROW
BLEACHERS
DUGOUT
STRUCTURE
(TYP.)
DUGOUT
STRUCTURE
(TYP.)
DUGOUTS
T
R
U
C
T
U
R
E
(TYP.)
DUGOUTSTRUCTURE
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
FIELD LIGHT
(TYP.)
ALTERNATE BID #1:
SCOREBOARD AND FOUNDATIONS.
SEE ARCHITECTURAL PLANS FOR
FOUNDATION INFORMATION.
CONCRETE
PAVING
Q
U
I
C
K
C
O
U
P
L
I
N
G
VALVE (TYP.)
9F
2
6
0
1
SYNTHETIC TURF EDGE
A
N
C
H
O
R
A
T
E
X
I
S
T
I
N
G
CONCRETE CURB
1
F221 1 2
2
NEW CONCRETE TO
MEET AND MATCH
E
X
I
S
T
I
N
G
C
O
N
C
R
E
T
E
P
A
V
I
N
G
5
11
11
1
2
12
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB
1
F221
1
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB
1
F221
1
BROWN SYNTHETIC
TURF WARNING
TRACK (TYP.)
F250
2
NEW CONCRETE TO
MEET AND MATCH
EXISTING CONCRETE
PAVING 5
SYNTHETIC TURF EDGE
ANCHOR AT EXISTING
CONCRETE CURB 1
F221
1
2
2
2
F220
1
60.00'
(TYP.)
4
FOUL POLE TO BE
INTEGRATED IN
EXISTING FENCE
(TYP.)4
QUICK COUPLING
VALVE (TYP.)
9
F260
1
QUICK COUPLING
VALVE (TYP.)9
F260
1
11
F240
1
11
F240
1
12
12
F210
1
F210
1
GREEN
SYNTHETIC
TURF (TYP.)
F210
1
F220
4
F320
1
F320
2
F
3
1
0
2
F222
1
F250
2
F270
1
F210
3
CONCRETE
R
E
T
A
I
N
I
N
G
WALL
CONCRETE
RETAINING
WALL
BLOCK
R
E
T
A
I
N
I
N
G
WALL
40 LF B
8 LF
B
8 LF
B
40 LF A
40 L
F
A
40 L
F
B
8
L
F
B
70 LF A
40 LF B
8 LF B
8 LF
B
8 LF B
70 LF
A
43 LF
B
8 LF
B
2 LF
C
26 LF
C
8 LF B
F251
1
F251
1
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
T
R
A
N
S
I
T
I
O
N
A
T
FIELD EDGE (TYP.)
F210
3
F222
5
F222
5
F210
3
REPLACE ALL EXISTING
BALL CONTROL NETTING
OVER FENCING WITH
N
E
W
N
E
T
T
I
N
G
(
T
Y
P
.
)
F231 1
F
2
3
1
1
F231
1
REPLACE ALL EXISTING
BALL CONTROL NETTING
OVER FENCING WITH
NEW NETTING (TYP.)
F231
1
17 LF
E
2
0
L
F
E
OUTFIELD FENCE
WINDSCREEN14
F222
2
FENCE CAP
(TYP.)14 F222
3
RAMP HANDRAIL,
SEE CIVIL PLANS
F270
3
MATCHLINE TO SHEET F110
(NOTE PLAN VIEW ORIENTATION CHANGE)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL LAYOUT PLAN
FIELD IMPROVEMENTS
23
NORTH
MATCHLINE TO SHEET F110
(NOTE PLAN VIEW ORIENTATION CHANGE)
LAYOUT AND FENCING NOTES
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
CHAIN LINK FENCE
LAYOUT AND FENCING LEGEND
NEW SYNTHETIC TURF EDGE ANCHOR
ON EXISTING CONTAINMENT CURB
GREEN SYNTHETIC TURF AND
PERMEABLE AGGREGATE
BROWN SYNTHETIC TURF AND
PERMEABLE AGGREGATE
LIGHT POLE, SEE ELECTRICAL
CONCRETE PAVING
NETTING ON EXISTING CABLES
B
3
FENCE TYPE AND LIMIT
GATE TYPE
A 25' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9
GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2"SQ.
NYLON NETTING ABOVE
B 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP,
MIDDLE, BOTTOM RAIL
C 4' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP AND
BOTTOM RAIL
D BATTING CAGE NET TUNNEL
E REPLACE BACKSTOP STOP BOARDS & PADS (FIELD VERIFY)
FENCE TYPE KEY
1 5' SINGLE SWING GATE
GATE TYPE KEY (ALL CHAIN LINK)
1.FURNISH AND INSTALL PERMEABLE AGGREGATE AND SYNTHETIC TURF EDGE ANCHORING SYSTEM AROUND THE ENTIRE
PERIMETER OF THE SYNTHETIC TURF FIELD AREAS INCLUDING BASE BID BATTING CAGES.
2.PRIOR TO INSTALLATION OF ANY IMPROVEMENTS AT THE BASEBALL AND SOFTBALL INFIELD, CONTRACTOR SHALL ACCURATELY
SURVEY AND FIELD CONFIRM THE LOCATION OF HOME PLATE, 1st, 2nd AND 3rd BASE, FOUL POLE AND FOUL LINE.
CONFIRMATION AND SUBSEQUENT CONSTRUCTION, INCLUDING INSTALLATION OF NEW FOUL POLES, BASE ANCHORS, AND
PLATES, SO THAT FIRST AND THIRD BASE LINES RESULT IN AN INTERNAL 90 DEGREE ANGLE, AND THAT LOCATION OF FOUL
POLES REPRESENT A TRUE EXTENSION OF EACH FOUL LINE.
3.RESTORE ALL DISTURBED NON-SURFACE PERIMETER AREAS.
4.FOUL POLES ARE LOCATED IN FAIR TERRITORY, COORDINATED WITH THE PLACEMENT OF HOME PLATE AT THE DISTANCES
INDICATED. OUTSIDE FACE OF BOTH POLES TO FORM A 90 DEGREE ANGLE WITH THE BACK OF HOME PLATE AT THE APEX.
5.NEW PAVING TO MEET AND MATCH FLUSH WITH EXISTING ADJACENT SURFACES WHERE INDICATED.
6.SEE ELECTRICAL SHEETS FOR CONDUIT TO SCOREBOARDS, LIGHTS AND POWER SUPPLY TO THE BATTING CAGES.
7.RESTORATION LIMIT SHOWN IS THE MINIMUM ANTICIPATED LIMIT OF DISTURBANCE. ANY ADDITIONAL DISTURBANCE CREATED
AS A RESULT OF THE CONTRACTORS WORK SHALL BE RESTORED AS DIRECTED WITHOUT ADDITIONAL COMPENSATION EXCEPT
AS AGREED IN ADVANCE OF THE INITIAL DISTURBANCE. RESTORATION SHALL BE TO A LIKE CONDITION.
8.THE CONTRACTOR SHALL FIELD VERIFY SYNTHETIC TURF SURFACING DIMENSIONS TO MATCH EXISTING FIELD AREA. SEE
SYNTHETIC TURF COMPOSITE PLAN AND LAYOUT PLANS & DETAILS FOR SYNTHETIC TURF LINES AND MARKINGS.
9.INSTALL NEW QUICK COUPLING VALVE IN TURFCOOL VALVE BOX.
10.COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES.
11.FURNISH AND INSTALL DUGOUTS COMPLETE FOR THE BASEBALL AND SOFTBALL FIELDS.
12.REMOVE AND REPLACE THE LOWER 10' OF CHAIN LINK FENCE FABRIC BETWEEN THE ENDS OF THE DUGOUTS USING NEW 6
GAUGE GALVANIZED WIRE FABRIC.
13.PROVIDE NEW BACKSTOP BOARDS AND PADS AS SHOWN.
14.PROVIDE NEW FENCE SAFETY CAP AT ALL FENCES 10' HT. AND UNDER, AND 120 LF OF WINDSCREEN CENTERED ON CENTER
FIELD.
15.PROVIDE EXPANSION FOR ALL CONCRETE PAVING AT 40' ON CENTER. PROVIDE CONTROL JOINTS AND CONCRETE SCORING
PATTERN AT ALL FENCE POST LOCATIONS AT 10' ON CENTER.
QUICK COUPLING VALVE
CAST-IN-PLACE
RETAINING WALL
BLOCK RETAINING WALL
DEVELOPMENT ENGINEERING
HBray 06/24/2025
S
D
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
S
D
S
D
S
D
SD
SD
SDSDSD
SD
SD
SD
30
0
'
350
'
405
404
.
5
404
403
.
5
S=1.0%
S
=
1
.
0
%
S=
1
.
0
%
S=1.0%
S=
1
.
0
%
S
=
1
.
0
%
S=1
.
0
%
S
=
1
.
0
%
S=1
.
0
%
S
=
1
.
0
%
403.05
403.39
403.39
405.00
405.00
405.00
405.83
405.00
405.00
TW 405.21
BW 402.96
TW 405.21
BW 405.21
TW 399.00
BW 397.00
404.25
405.08
404.21
404.29
405.13
404.28
48
"
G
R
A
D
I
N
G
TRA
N
S
I
T
I
O
N
A
T
FI
E
L
D
E
D
G
E
(
T
Y
P
.
)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
S=1.5%
Know what's below.
before you dig.Call
R CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL GRADING PLAN
FIELD IMPROVEMENTS
24
MATCHLINE TO SHEET F121
(NOTE PLAN VIEW ORIENTATION CHANGE)
CONSTANT SURFACE SLOPE
SURFACE SLOPE
NEW HALF CONTOUR LINES411.5
411 NEW CONTOUR LINES
SPOT ELEVATION
SURVEY CONTOUR LINES
GRADING LEGEND
MATCH TO EXISTING
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.PROVIDE CONSTANT SLOPES TO PREVENT PONDING WATER IN ALL PERIMETER AREAS.
3.STRIP FIELD AREA OF EXISTING SOD, ORGANIC MATERIALS, AND FIELD SECTION SAND MATERIALS AND DISPOSE OF
OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF SITE.
4.HYDROSEED ALL DISTURBED LAWN AREAS AND RESTORE TO EXISTING OR BETTER CONDITION.
5.FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE ENTIRE SYNTHETIC TURF FIELD AREA INCLUDING
8 INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2 INCHES MINIMUM OF TOP COURES
PERMEABLE AGGREGATE.
6.BACKFILL AND COMPACTE EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FEILL TO 95%
WITH 12” MAX. LIFTS.
7.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.
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
c
411.52
S=2.0%
GRADE BREAK
NORTH
RETAINING WALL
CHAIN LINK FENCE
CHAIN LINK FENCE AND
CONCRETE CURB
BW 369.40
TW 374.85
BOTTOM OF WALL ELEVATION
TOP OF WALL ELEVATION
LIMIT OF PERMEABLE AGGREGATE
48" GRADE TRANSITION AT FIELD EDGE
DEVELOPMENT ENGINEERING
HBray 06/24/2025
205'
20
5
'
SD
SD
SD
SD
SD
SD
SD
S=2.0%
4
3
0
4
2
9
.
5
429
42
9
S=1.0%
S=1.
0
%
S=
1
.
0
%
405.00
4
0
5
.
0
0
4
0
5
.
0
0
4
0
5
.
8
3
4
0
5
.
0
0
405.00
428.85
428.85
430.00
430.00
430.00
430.00
T
W
4
0
5
.
2
1
BW 402.96
TW 405.21
BW 405.21
TW 399.00
BW 397.00
TW 430.73
BW 429.44
TW 430.39
BW 430.39
428.22
428.22
428.22
S=0.9%428.50
S=1
.
5
%
S=2.0%
428.13
425.05
424.79
415.72
415.47
412.50
421.82
418.77
418.68
421.73
412.50
412.50
412.50
412.50
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FIELD EDGE (TYP.)
48" GRADING
T
R
A
N
S
I
T
I
O
N
A
T
FIELD EDGE (TYP.)
48" GRADING
TRANSITION AT
FI
E
L
D
E
D
G
E
(
T
Y
P
.
)
S=1.5%
S=1.5%
TW 430.66
BW 430.47
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL GRADING PLAN
FIELD IMPROVEMENTS
25
MATCHLINE TO SHEET F120
(NOTE PLAN VIEW ORIENTATION CHANGE)
Know what's below.
before you dig.Call
R
CONSTANT SURFACE SLOPE
SURFACE SLOPE
NEW HALF CONTOUR LINES411.5
411 NEW CONTOUR LINES
SPOT ELEVATION
GRADING LEGEND
MATCH TO EXISTING
RETAINING WALL
CHAIN LINK FENCE
CHAIN LINK FENCE AND
CONCRETE CURB
BW 369.40
TW 374.85
BOTTOM OF WALL ELEVATION
TOP OF WALL ELEVATION
LIMIT OF PERMEABLE AGGREGATE
c
411.52
S=2.0%
GRADE BREAK
NORTH
MATCHLINE TO SHEET F120
(NOTE PLAN VIEW ORIENTATION CHANGE)
SURVEY CONTOUR LINES
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.PROVIDE CONSTANT SLOPES TO PREVENT PONDING WATER IN ALL PERIMETER AREAS.
3.STRIP FIELD AREA OF EXISTING SOD, ORGANIC MATERIALS, AND FIELD SECTION SAND MATERIALS AND DISPOSE OF
OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIAL SHALL BE REMOVED AND DISPOSED OF OFF SITE.
4.HYDROSEED ALL DISTURBED LAWN AREAS AND RESTORE TO EXISTING OR BETTER CONDITION.
5.FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE ENTIRE SYNTHETIC TURF FIELD AREA INCLUDING
8 INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2 INCHES MINIMUM OF TOP COURES
PERMEABLE AGGREGATE.
6.BACKFILL AND COMPACTE EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FEILL TO 95%
WITH 12” MAX. LIFTS.
7.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.
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
48" GRADE TRANSITION AT FIELD EDGE
DEVELOPMENT ENGINEERING
HBray 06/24/2025
396.87 (EX)
396.90 (EX)
397.18 (EX)
TW 398.28
TP 396.97
TW 398.61
TP 397.27
405.36 (EX)
405.28 (EX)
405.35 (EX)
405.42 (EX)
405.33 (EX)
402.17 (EX)
402.31 (EX)
405.27 (EX)
405.23 (EX)
405.35 (EX)
405.59 (EX)
405.37 (EX)
405.35 (EX)
405.38 (EX)
405.40 (EX)
405.23 (EX)
2.
2
%
1.
4
%
4.
8
%
3.2%
4.7
%
0.5%
S
D
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SDSDSD
SD
SD
SD
30
0
'
350
'
STORMWATER DETENTION
SEE CIVIL
405
404
.
5
404
403
.
5
CLEANOUT
(TYP.)
CLEANOUT
(TYP.)
403.05
403.39
403.39
405.00
405.00
405.00
405.83
405.00
405.00
INSERTA-TEE TAP
CONNECTION
EXIS
T
I
N
G
6
"
C
P
E
P
S
D
C
O
L
L
E
C
T
O
R
EXISTING 6" CPEP SD COLLECTOR153 LF
EXISTING 6" CPEP SD COLLECTOR215 LF
TW 405.21
BW 402.96
TW 405.21
BW 405.21
TW 399.00
BW 397.00
404.25
405.08
404.21
404.29
405.13
404.28
F222
4
F222
4
FLOW DIRECTION
MATCHLINE TO SHEET F131
(NOTE PLAN VIEW ORIENTATION CHANGE)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL DRAINAGE PLAN
FIELD IMPROVEMENTS
26
DRAINAGE LEGEND
EXISTING CATCH BASIN
COLLECTOR INVERT ELEVATION
INVERT ELEVATION
END CAP
EXISTING 6" PERF. CORR. POLY DRAIN TUBING
EXISTING 6" OR 8" CPEP DRAIN COLLECTOR
IE 414.30
CIE 413.00
DRAINAGE NOTES
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
HAND EXCAVATE EXISTING DRAINAGE
TRENCHES FOR EXISTING DRAINAGE PIPE
INSPECTION, REPAIR, AND DRAINAGE
AGGREGATE REPLACEMENT
1.SUBSURFACE DRAINAGE AND SITE STORMWATER INFRASTRUCTURE SHALL BE PRESERVED AND
PROTECTED EXCEPT AS SPECIFICALLY AND EXPLICITLY DIRECTED BY THE ENGINEER. ALL EXISTING SYSTEM
COMPONENTS ARE SCHEDULED FOR RE-USE.
2.FIELD SUBSURFACE DRAINAGE FINISH WORK MAY NOT BE PERFORMED PRIOR TO THE APPROVAL OF THE
FIELD SUBGRADE ESTABLISHMENT.
3.FOLLOWING MASS EXCAVATION OF THE EXISTING OVER-BURDEN OF ROOT ZONE SANDS AND
AGGREGATES AND APPROVAL OF THE SUBGRADE, LOCATE AND MARK WITH LATH AND FLAGGING EACH
INDIVIDUAL FIELD SUBSURFACE DRAINAGE LATERAL AND REMOVE EXISTING DRAINAGE BACKFILL
AGGREGATE SUFFICIENTLY TO INSPECT THE PIPE TO THE SPRINGLINE. PROTECT AND MAINTAIN TRENCH
WALLS.
4.SURPLUS EXCAVATED SOIL AND AGGREGATE MATERIALS SHALL BE REMOVED FROM THE FIELD
SUBGRADE PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT
REMAIN ON SUBGRADE.
5.PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE
COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. SUBGRADE STRUCTURAL SOIL
FABRIC PLACEMENT TO BE COORDINATED WITH THE COMPLETION OF DRAINAGE TRENCH CLEAN-UP,
PLACEMENT OF TRENCH WALL FABRIC, AND BACKFILL WITH CLEAN, APPROVED DRAINAGE AGGREGATE.
6.WHERE DIRECTED, REMOVE EXISTING FIELD SUBSURFACE DRAINAGE LATERAL AND REPLACE WITH NEW
AS FOLLOWS;
A.EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR
SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING
THE PERFORATED PIPE.
B.CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING
TEE AND REDUCING SADDLE TEE.
C.NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE
PERFORATED DRAIN PIPE.
D.THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE
SPECIFICATIONS FOR THE GRADATION REQUIREMENTS.
E.ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE SUBGRADE TO
PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION.
CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF
BASE AGGREGATE.
F.DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT
DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE
OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL.
7.CAP THE ENDS OF ALL LATERAL RUNS WHERE THE PIPE END IS EXPOSED. ALL OPEN ENDS DURING
CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED.
8.NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT
TRACK-EQUIPPED MACHINERY UTILIZED IN SPREADING BASE AGGREGATE MATERIALS. BACKFILLED
TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING.
NORTH
CLEANOUT
DEVELOPMENT ENGINEERING
HBray 06/24/2025
3
9
6
.
8
7
(
E
X
)
3
9
6
.
9
0
(
E
X
)
3
9
7
.
1
8
(
E
X
)
T
W
3
9
8
.
2
8
T
P
3
9
6
.
9
7
T
W
3
9
8
.
6
1
T
P
3
9
7
.
2
7
4
0
5
.
3
6
(
E
X
)
4
0
5
.
2
8
(
E
X
)
4
0
5
.
3
5
(
E
X
)
4
0
5
.
4
2
(
E
X
)
4
0
5
.
3
3
(
E
X
)
4
0
2
.
1
7
(
E
X
)
4
0
2
.
3
1
(
E
X
)
4
0
5
.
2
7
(
E
X
)
4
0
5
.
2
3
(
E
X
)
4
0
5
.
3
5
(
E
X
)
4
0
5
.
5
9
(
E
X
)
4
0
5
.
3
7
(
E
X
)
4
0
5
.
3
5
(
E
X
)
4
0
5
.
3
8
(
E
X
)
4
0
5
.
4
0
(
E
X
)
4
0
5
.
2
3
(
E
X
)
2.2
%
1.
4
%
4.8%
3
.
2
%
4.7%
0.5%
41
5
413
41
4
4
1
6
41
7
41
8
41
9
42
0
42
1
4
2
3
42
4
412
429.65
429.38
429.52 (EX)429.78 (EX)
430.45 (EX)
430.41 (EX)
430.22 (EX)
430.14 (EX)428.66 (EX)
428.64 (EX)
427.95 (EX)
427.80 (EX)
430.42
430.49
430.70
412.57 (EX)
412.51 (EX)
412.56 (EX)
412.57 (EX)
411.69
412.38
412.47
412.47
415.67
415.67
421.78
421.78
424.88
424.88
428.08
428.08
428.05
428.00
428.02
430.57 (EX)
430.64 (EX)
430.75 (EX)
430.70 (EX)
TW 430.73
TW 430.66
430.58
430.86 (EX)
430.72 (EX)
BW 429.44
BW 430.47
425.07
425.07
421.87
421.87 418.77
418.77
418.68
418.68
415.48
415.48
428.43428.62
428.09
428.291.
8
%
1.
5
%
0.7%
1.
4
%
1.3%
1.8%
1.8%
205'
20
5
'
SD
SD
SD
SD
SD
SD
SD
4
3
0
4
2
9
.
5
429
42
9
CLEANOUT
(TYP.)
405.00
4
0
5
.
0
0
4
0
5
.
0
0
4
0
5
.
8
3
4
0
5
.
0
0
405.00
428.85
428.85
430.00
430.00
430.00
430.00
EX
I
S
T
I
N
G
6
"
C
P
E
P
S
D
C
O
L
L
E
C
T
O
R
1
5
3
L
F
E
X
I
S
T
I
N
G
6
"
C
P
E
P
S
D
C
O
L
L
E
C
T
O
R
EXIS
T
I
N
G
6
"
C
P
E
P
S
D
C
O
L
L
E
C
T
O
R
T
W
4
0
5
.
2
1
BW 402.96
TW 405.21
BW 405.21
TW 399.00
BW 397.00
TW 430.73
BW 429.44
TW 430.39
BW 430.39
428.22
428.22
428.22
428.50
428.13
425.05
424.79
415.72
415.47
412.50
421.82
418.77
418.68
421.73
412.50
412.50
412.50
412.50
TW 430.66
BW 430.47
F222 4
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL DRAINAGE PLAN
FIELD IMPROVEMENTS
27
MATCHLINE TO SHEET F130
(NOTE PLAN VIEW ORIENTATION CHANGE)
DRAINAGE LEGEND
DRAINAGE NOTES
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3.(INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
1.SUBSURFACE DRAINAGE AND SITE STORMWATER INFRASTRUCTURE SHALL BE PRESERVED AND
PROTECTED EXCEPT AS SPECIFICALLY AND EXPLICITLY DIRECTED BY THE ENGINEER. ALL EXISTING SYSTEM
COMPONENTS ARE SCHEDULED FOR RE-USE.
2.FIELD SUBSURFACE DRAINAGE FINISH WORK MAY NOT BE PERFORMED PRIOR TO THE APPROVAL OF THE
FIELD SUBGRADE ESTABLISHMENT.
3.FOLLOWING MASS EXCAVATION OF THE EXISTING OVER-BURDEN OF ROOT ZONE SANDS AND
AGGREGATES AND APPROVAL OF THE SUBGRADE, LOCATE AND MARK WITH LATH AND FLAGGING EACH
INDIVIDUAL FIELD SUBSURFACE DRAINAGE LATERAL AND REMOVE EXISTING DRAINAGE BACKFILL
AGGREGATE SUFFICIENTLY TO INSPECT THE PIPE TO THE SPRINGLINE. PROTECT AND MAINTAIN TRENCH
WALLS.
4.SURPLUS EXCAVATED SOIL AND AGGREGATE MATERIALS SHALL BE REMOVED FROM THE FIELD
SUBGRADE PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT
REMAIN ON SUBGRADE.
5.PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE
COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. SUBGRADE STRUCTURAL SOIL
FABRIC PLACEMENT TO BE COORDINATED WITH THE COMPLETION OF DRAINAGE TRENCH CLEAN-UP,
PLACEMENT OF TRENCH WALL FABRIC, AND BACKFILL WITH CLEAN, APPROVED DRAINAGE AGGREGATE.
6.WHERE DIRECTED, REMOVE EXISTING FIELD SUBSURFACE DRAINAGE LATERAL AND REPLACE WITH NEW
AS FOLLOWS;
A.EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR
SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING
THE PERFORATED PIPE.
B.CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING
TEE AND REDUCING SADDLE TEE.
C.NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE
PERFORATED DRAIN PIPE.
D.THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE
SPECIFICATIONS FOR THE GRADATION REQUIREMENTS.
E.ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE SUBGRADE TO
PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION.
CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF
BASE AGGREGATE.
F.DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT
DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE
OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL.
7.CAP THE ENDS OF ALL LATERAL RUNS WHERE THE PIPE END IS EXPOSED. ALL OPEN ENDS DURING
CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED.
8.NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT
TRACK-EQUIPPED MACHINERY UTILIZED IN SPREADING BASE AGGREGATE MATERIALS. BACKFILLED
TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING.
NORTH
MATCHLINE TO SHEET F130
(NOTE PLAN VIEW ORIENTATION CHANGE)
FLOW DIRECTION
EXISTING CATCH BASIN
COLLECTOR INVERT ELEVATION
INVERT ELEVATION
END CAP
EXISTING 6" PERF. CORR. POLY DRAIN TUBING
EXISTING 6" OR 8" CPEP DRAIN COLLECTOR
IE 414.30
CIE 413.00
HAND EXCAVATE EXISTING DRAINAGE
TRENCHES FOR EXISTING DRAINAGE PIPE
INSPECTION, REPAIR, AND DRAINAGE
AGGREGATE REPLACEMENT
CLEANOUT
DEVELOPMENT ENGINEERING
HBray 06/24/2025
2.
2
%
1.
4
%
4.
8
%
3.2%
4.7
%
0.5%
S
D
SD
SD
S
D
S
D
S
D
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SDSDSD
SD
SD
SD
30
0
'
350
'
QCV-BB3
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB2
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB1
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB4
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB5
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB6
QUICK COUPLING
VALVE & BOX (TYP.)
CO
N
N
E
C
T
N
E
W
2
"
MAIN
L
I
N
E
T
O
T
H
E
EXIS
T
I
N
G
M
A
I
N
L
I
N
E
A
T
EXIS
T
I
N
G
G
A
T
E
V
A
L
V
E
CONNECT TO NEW 2"
MAINLINE TO THE
EXISTING MAINLINE AT
EXISTING GATE VALVE
EXIS
T
I
N
G
GAT
E
V
A
L
V
E
IRRIGATION
MAINLINE
(TYP.)
IRRIGATION
MAINLINE
(TYP.)
IRRIGATION
MAINLINE
(TYP.)
2" MAINLINE
2" MAINLINE
2" MAINLINE
2" M
A
I
N
L
I
N
E
BALL VALVE
(TYP.)
BALL VALVE
(TYP.)
BALL VALVE
(TYP.)
F260
1
F260
1
F260
1
F260
1
F260
1
F260
1
F260
2
F260
2
F260
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL IRRIGATION & WASHWATER PLAN
FIELD IMPROVEMENTS
28
MATCHLINE TO SHEET F141
(NOTE PLAN VIEW ORIENTATION CHANGE)
IRRIGATION LEGEND
1" QUICK COUPLER VALVE AND BOX
SCH 40 PVC IRRIGATION MAIN LINE
NORTH
BALL VALVE IN INDIVIDUAL BOX
DEVELOPMENT ENGINEERING
HBray 06/24/2025
2.2
%
1.
4
%
4.8%
3
.
2
%
4.7%
0.5%
41
5
413
41
4
4
1
6
41
7
41
8
41
9
42
0
42
1
4
2
3
42
4
412
1.
8
%
1.
5
%
0.7%
1.
4
%
1.3%
1.8%
1.8%
205'
20
5
'
SD
SD
SD
SD
SD
SD
SD
Q
C
V
-
B
B
3
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-BB4
Q
U
I
C
K
C
O
U
P
L
I
N
G
VALVE & BOX (TYP.)
QCV-BB5
Q
U
I
C
K
C
O
U
P
L
I
N
G
V
A
L
V
E
&
B
O
X
(
T
Y
P
.
)
CONNECT NEW 2"
MAINLINE TO THE
EXISTING MAINLINE AT
EXISTING GATE VALVE
QCV-SB1
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-SB2
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-SB3
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-SB4
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-SB5
QUICK COUPLING
VALVE & BOX (TYP.)
QCV-SB6
QUICK COUPLING
VALVE & BOX (TYP.)
EXISTING
GATE VALVE
IR
R
I
G
A
T
I
O
N
M
A
I
N
L
I
N
E
(TYP.)
2" MAINLINE
2" MAINLINE
2" MAINLINE
2" MAINLINE
B
A
L
L
V
A
L
V
E
(T
Y
P
.
)
F
2
6
0
1
F2601
F2601
F
2
6
0
2
F260
1
F260
1
F260
1
F260
1
F260
1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R-4344
TE
D
-
4
0
-
4
3
4
4
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL IRRIGATION & WASHWATER PLAN
FIELD IMPROVEMENTS
29
MATCHLINE TO SHEET F140
(NOTE PLAN VIEW ORIENTATION CHANGE)
IRRIGATION LEGEND
1" QUICK COUPLER VALVE AND BOX
SCH 40 PVC IRRIGATION MAIN LINE
NORTH
MATCHLINE TO SHEET F140
(NOTE PLAN VIEW ORIENTATION CHANGE)
DEVELOPMENT ENGINEERING
HBray 06/24/2025
LATERAL SPACING
15' TYP.
FINISH
GRADE
INFILLED SYNTHETIC
TURF SYSTEM
1" SUPPLEMENTAL PAD
2" TOP COURSE
PERMEABLE AGGREGATE
7.5" BASE COURSE
PERMEABLE AGGREGATE
COMPACTED
SUBGRADE
EXISTING PEA ROCK
DRAINAGE TRENCH
PERMEABLE STRUCTURAL
SOIL BEARING FABRIC
EXISTING 4" PERF. CORR.
POLY DRAIN TUBING
EXISTING PEA ROCK
DRAINAGE TRENCH
REMOVE AND REPLACE
TOP 2" OF PEA GRAVEL
AT EACH TRENCH
12.5' WIDTH SOIL BEARING FABRIC
PLACED EVENLY BETWEEN
EXISTING DRAINAGE LINES
FINISH
GRADE
3.5" TOP COURSE
PERMEABLE AGGREGATE
1.5" INFILLED SYNTHETIC
TURF SYSTEM
EXISTING COMPACTED
SUBGRADE
7" EXISTING BASE
COURSE PERMEABLE
AGGREGATE
EXISTING LATERAL
PROPOSED SYNTHETIC TURF SECTIONEXISTING CRUSHED ROCK SECTION
EXISTING LATERAL
EXISTING COMPACTED
SUBGRADE
8" EXISTING BASE
COURSE PERMEABLE
AGGREGATE
4" EXISTING CRUSHED
ROCK SURFACING
FINISH
GRADE
NOTE:
EXPANSION JOINT TO BE
INSTALLED AT ALL INTERFACE
BETWEEN CONCRETE PAVING
AND VERTICAL WALL OR
EXISTING CONCRETE PAVING
2"
2"
FINISH
GRADE
4" CONCRETE PAVING
LIGHT BROOM FINISH
6x6-6 GAUGE
WELDED WIRE MESH
6" CRUSHED SURFACING
TOP COURSE
4" BAND WITH SMOOTH
FINISH CENTERED ON
EXPANSION JOINT
3/8" EXPANSION JOINT
WITH POLYURETHANE
JOINT SEALANT
EXPANSION JOINT
EXPANSION JOINT
SEALANT
SUBGRADE COMPACTED
TO 95% MIN.
NOTE:
EXPANSION JOINT TO BE
INSTALLED AT ALL INTERFACE
BETWEEN CONCRETE PAVING
AND VERTICAL WALL OR
EXISTING CONCRETE PAVING
4" CONCRETE PAVING
LIGHT BROOM FINISH
6x6-6 GAUGE
WELDED WIRE MESH
6" CRUSHED SURFACING
TOP COURSE
SUBGRADE COMPACTED
TO 95% MIN.
HAND-TOOLED WEAKENED
PLANE JOINT, DEPTH EQUAL
25% OF THE SLAB THICKNESS
B: CONCRETE PAVING WITH WEAKENED PLANE JOINT
A: CONCRETE PAVEMENT AT EXPANSION JOINT
8"
SEEDED LANDSCAPE
RESTORATION
ROOT ZONE; THOROUGHLY
ROTOTILL 4" SOIL MIX AND 4"
OF PREPARED SUBGRADE TO
DEPTH OF 8"
UNDISTURBED SITE SOIL
4" SOIL MIX
4" PREPARED
SUBGRADE
UNDISTURBED
SITE SOIL
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
TYPICAL SECTIONS
FIELD IMPROVEMENTS
30
NOT TO SCALE
SYNTHETIC TURF FIELD SECTION
F210
1
NOT TO SCALE
BATTING CAGE SYNTHETIC TURF SECTION
F210
2
NOT TO SCALE
CONCRETE PAVING
F210
3
NOT TO SCALE
NATURAL TURF RESTORATION
F210
4
DEVELOPMENT ENGINEERING
HBray 06/24/2025
A
6"
A =TOTAL DEPTH OF RUBBER PLATE
B =DEPTH OF HOME PLATE
MINUS DEPTH OF INFILL
4"
PVC
WEEP
29.5"
B
TOP OF HOME PLATE TO BE
FLUSH WITH SYNTHETIC TURFHOME PLATE
HOME PLATE BEVELED EDGE
MAINTAIN 1/4" GAP AROUND
TO FACILITATE REMOVAL
ADHERE SYNTHETIC
TURF BACK TO TOP OF
FULLY CURE CONCRETE
INFILLED
SYNTHETIC
TURF
SUPPLEMENTAL
PAD
TOP COURSE
AGGREGATE
BASE COURSE
AGGREGATE
MAINTAIN 3"
OF PERMEABLE
AGGREGATE
COMPACTED
SUBGRADE
EXISTING SOIL BEARING
STRUCTURAL FABRIC
F210
1
6"6"
FAIR FOUL
ORANGE SAFETY BASE
FIRST BASE AT SOFTBALL
FIELD ONLY, LOCATE
ADJACENT INTO FOUL
TERRITORY
PRO-STYLE BASE FOR
ALL OTHER BASES
ANCHOR TOP
PLATE MALE POST
NOTE:
PROVIDE PLUG WITH
TURF TO FIT IN SLEEVE
ANCHOR TOP PLATE
FEMALE GROUND STAKE
FOUL LINE
PITCHING RUBBER
6"SQx24"
SET CONCRETE COLLAR
TO RECEIVE PLATE FLUSH
TO ADJACENT INFIELD MIX
MAINTAIN 1/4"
CLEAR AROUND
BASE COURSE PERMEABLE
AGGREGATE
COMPACTED SUBGRADE
CONCRETE
SYNTHETIC TURF
TOP COURSE PERMEABLE
AGGREGATE
ADHERE SYNTHETIC TURF BACKING
TO TOP OF CONCRETE
1" PVC DRAIN
SUPPLEMENTAL PAD
1/4"1/4"
6-1/2"
F210
1
±18" WIDE
6"
2'
3'-6"
30"
18"
BROWN INFILLED
SYNTHETIC TURF FINISH GRADE AT TOP
OF PITCHER'S RUBBER TO BE
LEVEL 10" ABOVE
FIELD FINISH GRADE
4" CONCRETE PAD
UNDER SYNTHETIC TURF
3'-6" X 10'12:1 SLOPE FROM A
POINT 6" IN FRONT OF
THE PITCHER'S RUBBER
TO A POINT 6' TOWARDS
HOME PLATE
PLAN VIEW
6"
CENTER
CIRCLE
c
c
c
FG +10"
8'
FG +10"
FG +0"
R9'
TO RADIUS
POINT
12
:
1
4x4 RECYCLED PLASTIC TIMBER
SURROUNDING CONCRETE PAD
SYNTHETIC TURF EDGE ANCHOR
AT PITCHER'S MOUND
REMOVABLE TURF INSERT WITH
VELCRO EDGES
7'-6"34"
LEVEL PAD 5'-2"
FG +10"
FG +0"
SECTION @ CONCRETE PAD
4" CONCRETE PAD BASE COURSE
PERMEABLE AGGREGATE
4X4 RECYCLED PLASTIC
TIMBER IN LENGTHS AS
REQUIRED.
#4 REBAR 2' O.C.
BROWN
SYNTHETIC
TURF
GREEN
SYNTHETIC
TURF
SYNTHETIC TURF EDGE
ANCHOR AT PITCHER'S
MOUND
4X4 RECYCLED PLASTIC TIMBER
IN LENGTHS AS REQUIRED.
#4 REBAR 2' O.C.
SYNTHETIC TURF
EDGE ANCHOR AT
PITCHER'S MOUND
1.50'
C
9'-0"
6"
30"
4"
10'
34"
BACK OF LEVEL PAD
L
F210
1
E
F ELEVATION
E PLAN VIEW
F
12"
E
D SECTION
MIN. 3"
AT FENCE POSTS
12"
2.5" CLR
C ELEVATION
B PLAN VIEW
ALTERNATE EXPANSION JOINT AND WEAKENED
PLAN/CONTROL JOINT AT EACH POST. CONCRETE PAVING
JOINTS TO ALIGN WITH ℄ OF FENCE POSTS WHERE INCLUDED.
12"
12"
MIN. 3"
MIN. 3"
A SECTION
C
B
C
B
TOOLED
EDGE
0.5" 45°
CHAMFER
#4 REBAR
CONTINUOUS
#4 REBAR
CONTINUOUS 3/8" IMPREGNATED FIBER
BOARD AT ALL LOCATIONS,
FULL DEPTH AT FENCE POST
LOCATIONS
0.5" 45°
CHAMFER
CHAIN LINK
FENCE
TOOLED
EDGE
LOCATE (2) CONTINUOUS #4
BAR WITHIN THE BOTTOM
30% OF THE CURB MASS.
PROVIDE ADEQUATE COVER.
#4 REBAR
CONTINUOUS
0.5" 45°
CHAMFER
FENCE POST
FOOTING
3/8" IMPREGNATED FIBER
BOARD AT ALL LOCATIONS,
FULL DEPTH AT FENCE POST
LOCATIONS
CONTINUOUS CONC.
FENCE POST
LOCATE (2) CONTINUOUS #4
BAR WITHIN THE BOTTOM
30% OF THE CURB MASS.
PROVIDE ADEQUATE COVER.
A
2.5" CLR
C
0.5" 45°
CHAMFER
#4 REBAR
CONTINUOUS
D
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SITE DETAILS
FIELD IMPROVEMENTS
31
NOT TO SCALE
HOME PLATE
F220
1
NOT TO SCALE
BASE WITH ANCHOR
F220
2
NOT TO SCALE
SOFTBALL PITCHERS PLATE
F220
4
NOT TO SCALE
BASEBALL PITCHERS MOUND
F220
5
NOT TO SCALE
CONCRETE CURB & EXPANSION JOINT
F220
3
DEVELOPMENT ENGINEERING
HBray 06/24/2025
FINISH
GRADE
EXISTING CHAIN
LINK FENCE
ADJACENT SURFACE
MAY VARY
SYNTHETIC TURF
EDGE ANCHOR
EXISTING
CONCRETE
CURB
F210
1
F221
4
SUPPLEMENTAL PAD TO
MEET AND MATCH TOP OF
EXISTING EDGE ANCHORFINISH
GRADE
INFILL MATERIAL TO BE
FLUSH WITH TOP OF
ADJACENT SURFACE
A.REMOVE AND REGRADE EXISTING TOP COURSE PERMEABLE
AGGREGATE; UNIFORMLY TRANSITION OVER 48" TO ACCOMMODATE
FULL DEPTH OF SUPPLEMENTAL PAD TO THE EXISTING EDGE ANCHOR
A
INFILLED SYNTHETIC
TURF (TYP.)
SUPPLEMENTAL PAD
TOP COURSE
PERMEABLE
AGGREGATE
BASE COURSE
PERMEABLE
AGGREGATE
NOTES:
1.THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER-LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN
ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION.
2.THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER-LOAD DRIVEN OR RAM-SET CONCRETE ANCHOR NAILS, MINIMUM SHANK
DIAMETER 5/32", MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL
ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT.
3.ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM-SET OR POWER-LOAD DRIVEN CONCRETE ANCHORING
NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING.
4.WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS.
5.MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE
ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21" ON CENTER AND 6" FROM END OF ANY
LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE-HALF THE FACE OF THE RECYCLED
EDGE ANCHOR.
21"
(TYP)
21"
(TYP)
21"
(TYP)
MIDDLE
50%
6"
℄
UPPER 25%
LOWER 25%
WEDGE ANCHOR POWER LOAD/ RAM-SET
INFILLED SYNTHETIC TURF (TYP.)
(4) 3/4" MARINE GRADE
PLYWOOD INSTALLED FOR
RADIUS INDICATED
#4 REBAR 2' O.C.
FINISH
GRADE
GREEN SYNTHETIC TURF
COMPACTED
SUBGRADE
BASE COURSE PERMEABLE
AGGREGATE
TOP COURSE PERMEABLE
AGGREGATE
BROWN SYNTHETIC TURF AT
PITCHER'S MOUND, RADIUS PER
PLAN F210
1
SUPPLEMENTAL PAD
EXISTING CHAIN
LINK FENCE
MIN. 2 GALVANIZED STAPLES TO
ANCHOR WOOD BOARD TO REBAR
#5 REBAR 30" LONG, SPACED 24"
ON CENTER, FULL PENETRATION
INTO SUBGRADE (DO NOT CUT BAR)
FINISH GRADE OF SYNTHETIC TURF TO
BE FLUSH WITH TOP OF 2x6 BOARD
GALVANIZED NAIL OR STAPLE
SYNTHETIC TURF AND STRUCTURAL
FABRIC TO EDGE ANCHOR
INFILLED SYNTHETIC
TURF (TYP.)F210
1
3.5" TOP COURSE
PERMEABLE AGGREGATE
EXISTING BASE COURSE
PERMEABLE AGGREGATE 2x6 AND 2x4 EDGE ANCHOR;
PROVIDE 14g GALVANIZED
MENDING PLATE AT BUTT-SPLICES
(3) 3" #10 SS PAN-HEAD
SCREWS, 21" O.C.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SITE DETAILS
FIELD IMPROVEMENTS
32
NOT TO SCALE
EDGE ANCHOR AT EXISTING CURB
F221
1
NOT TO SCALE
SYNTHETIC TURF EDGE ANCHOR NOTE
F221
4
NOT TO SCALE
EDGE ANCHOR AT PITCHERS MOUND
F221
2
NOT TO SCALE
BATTING CAGE EDGE ANCHOR
F221
3
DEVELOPMENT ENGINEERING
HBray 06/24/2025
17.00"
60.50' @ BASEBALL
43.00' @ SOFTBALL
15.00"
7.50"
90.00' @ BASEBALL
60.00' @ SOFTBALL
90.00' @ BASEBALL
60.00' @ SOFTBALL
90.00' @ BASEBALL
60.00' @ SOFTBALL
15.00"
7.50"
15.00"
7.50"
24.00"
6.00"
8.50"
17.00"
90°
90°
2nd BASE
LAYOUT POINT
2nd BASE
LAYOUT POINTBASE WITH
ANCHOR (TYP.)
3rd BASE
LAYOUT POINT
3" FOUL
LINE (TYP.)
BASE WITH
ANCHOR (TYP.)
1st BASE
LAYOUT POINT
1st BASE
LAYOUT POINT
3" FOUL
LINE (TYP.)
PITCHERS
PLATE
HOME
PLATE
HOME PLATE
LAYOUT POINT
3rd BASE
LAYOUT POINT
CONCRETE
OUTLINE
HOME PLATE
LAYOUT POINT
F220
2
F220
2
F220
1
OUTFIELD SIGN
SET GROUND
SLEEVE FLUSH WITH
TOP OF CONCRETE CURB
25'
3'
GROUND
SLEEVE
24" DIA. 5' DEEP
CONCRETE FOOTING
EXISTING
OUTFIELD
FENCING
INSTALL FOUL POLE
AS A TERMINAL POST IN
OUTFIELD FENCE
FOUL POLE:
5.5" O.D. PAINTED
YELLOW
SCH 40 GALVANIZED
2'
FOUL
TERRITORY
FAIR
(IN PLAY)
ELEVATION
FINISHED GRADE
SURFACE VARIES
EXISTING CURB AT OUTFIELD
FENCE TO BE REMOVED AND
REPLACED AS NEEDED FOR
NEW CONCRETE FOOTING
200
PLAN VIEW
OUTFIELD
FENCING
LINE POST
FENCE FABRIC
FOUL POLE
INTEGRATED
AS TERMINAL POST
FOUL POLE
FOOTING
CONCRETE CURB
FOUL
FAIR
IN
PLAY
OUT OF
PLAY
FOUL
LINE
FLAG:
1-1/2" X 11GA.
MILD STEEL
A36 FLATTENED
EXPANDED SHEET
2"-4" CLEAR OF
TOP RAIL
COMPACTED BEDDING MATERIAL
(PEA GRAVEL)
8" MIN UNDISTURBED SUBGRADE
PLUG AND BLOCK OR
CONTINUE PIPE
45° BEND
CONCRETE COLLAR
APPROVED WATERTIGHT
CONNECTION
COMPACTED SELECT
BACKFILL MATERIAL
Ø 2'-6"
SECURE SYNTHETIC TURF TO CONCRETE
COLLAR AND COVER WITH ADHESIVE
INSTALL NON-ADHESIVE PAD
PLUG WITH CONTRASTING
SHADE OF TURF INTO HOLESEAST JORDAN IRON WORKS
LOCKING RING AND COVER
(OR APPROVED EQUAL)
2 STAINLESS STEEL CAP SCREWS.
CUT HOLES IN TURF TO
CLEAR FASTENING SCREWS
INFILLED SYNTHETIC
TURF
APPROVED WATER
TIGHT PLUG (TYP)
INSTALL FENCE CAP AT ALL
STADIUM 4' HT. FIELD
PERIMETER FENCE
SECTION
CONTINUOUS, EXCEPT
TERMINATE FENCE CAP
AT TERMINAL POSTS
POLYETHYLENE FENCE CAP
(COLOR TO BE BLACK)
SECURE WITH
CABLE TIES, 2' O.C.
TOP RAIL AT
PERIMETER FENCE
FIELD PERIMETER
FENCING
FENCE CAP
FENCE POST
MAX. 10'-0"
10
'
-
0
"
S
H
O
W
N
2
1
1 15" O.C. GROMMET AND ZIP
TIE INCLUDE MIDDLE SELVAGE
2 HOLD ALL SCREENS 12" UP
FROM FINISHED GRADE
3 TERMINATE AT TENSION BAND
AT POST
1
1
3
3
12"
15.00"
GROMMET
GROMMET
GROMMET
NOT TO SCALE
BASE AND PLATE ANCHOR LAYOUT
F222
1
NOT TO SCALE
FOUL POLE
F222
5
NOT TO SCALE
CLEANOUT
F222
4
NOT TO SCALE
FENCE CAP
F222
3
NOT TO SCALE
WIND SCREEN
F222
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
LINDBERGH HIGH SCHOOL
SITE DETAILS
FIELD IMPROVEMENTS
33
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
TERMINAL OR CORNER POSTS
2-7/8" O.D. SCH.40 STEEL PIPE
(OR AS SPECIFIED)
MAX. 10'-0"
POST CAP A
1-5/8" O.D. TOP RAIL (TYP.)
1-5/8" O.D. INTERMEDIATE RAIL
(WHERE APPLICABLE)
10
'
-
0
"
S
H
O
W
N
SELVAGE 1" ABOVE TOP RAIL C
2" MESH, CHAIN LINK FABRIC,
9 GA. (FOR GALVANIZED FENCES),
BOTTOM OF BOTTOM
RAIL 1"-2" ABOVE
FINISHED GRADE
2-3/8" O.D. LINE POSTS (OR AS SPECIFIED)
6 GA. ALUM. WIRE TIES @ 18" O.C. (TYP.)
FOOTING DEPTH
AND DIAMETER
(SEE SCHEDULE)
6 GA. TIES ALONG TOP, INTERMEDIATE,
& BOTTOM RAILS @ 18" O.C. (TYP.)
TENSION WIRE (TYP.)
TENSION BAR (TYP.) TENSION BAR
BANDS/CLIPS @ 15" O.C. (TYP.)
1-5/8" O.D. BOTTOM RAIL (TYP.)
FINISH GRADE
SLOPE TO DRAIN WHERE NO
CURB IS SPECIFIED
CONCRETE FOOTING
DEPTH AND DIAMETER
(SEE SCHEDULE)
COMPACTED
SUBGRADE
CURB
WHERE
SPECIFIED
A TERMINAL POST CAP
B LINE POST CAP
TOP
RAIL
"EYE" TOP
CAP
C FABRIC SELVAGE
KNUCKLED
TOP &
BOTTOM
POST CAP B
FOOTING DEPTH
AND DIAMETER
(SEE SCHEDULE)
4"
1.66" MID-RAIL
WHERE SPECIFIED
D FABRIC TIE
TAIL OF TIE
ALWAYS
AGAINST
POST &
LOCKED
UNDER
"EYE" TOP
1.66" O.D. TOP &
BOTTOM RAIL
CHAIN LINK FENCE FABRIC,
FINISHED WIRE SIZE AND
MESH AS SPECIFIED
7G TENSION WIRE
WHERE SPECIFIED
SURFACE AND FINISH
GRADE VARIES
CONCRETE
CURB
CONCRETE
FOOTING
COMPACTED
SUBGRADE OR
UNDISTURBED SOIL
CAST
DOMED
CAP
SET
SCREW
F230
2
F230
2 F230
2
FENCING TYPE 4' HIGH
FENCING
CORNER POST
TERMINAL POST
LINE POST
FOOTING DEPTH
FOOTING DIAMETER
TOP RAIL HT.
INTERMEDIATE RAIL HTS.
BOTTOM RAIL HT
TENSION WIRE HTS.
2.875" OD
2.875" OD
2.375" OD
24"
12"
4'
---
1"
2'
10' HIGH WITH
15' NETTING
8.625" OD
8.625" OD
4.000" OD
7'-0"
30"
10'
5'
1"
2'
10' & 9'
HIGH FENCING
4.000" OD
4.000" OD
2.875" OD
60"
12"
10'
5'
1"
2'
FENCING NOTES:
1.ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE GALVANIZED STEEL WIRES EXCEPT FOR DESIGNATED
SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE GALVANIZED FINISHED STEEL WIRES.
2.ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE GALVANIZED.
3.TENSION WIRES AND WIRE TIES SHALL BE GALVANIZED.
4.MAXIMUM POST SPACING: 10' ON CENTER.
5.ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE
POST DIAMETER
6.ALL POSTS SHALL BE ASTM A53, GRADE B, SCHEDULE 40 UNLESS NOTED OTHERWISE.
7.BALL CONTROL NET SYSTEM POSTS ARE EXISTING AND INTENDED TO REMAIN.
7
4"
FINISH
GRADE
NOTES:
1.INSTALL KICK PLATE ON ALL
GATES WITHIN THE PATH
STRETCHER
BAR
ACCESSIBLE
GATE LATCH
SWINGING GATE
CHAIN LINK
FENCE
4" O.D. POST
TRUSS
ROD
STRETCHER
BAR
1.66" O.D.
FRAME (TYP.)
SURFACE AND
BASE VARIES
COMPACTED
SUBGRADE
CONCRETE
FOOTING
(TYP.)
CHAMFER KICK PLATE
BOX AROUND PIPE
GATE FRAME, FULL
WELD, GALV. AFTER
FABRICATION
12"x48" NOM. x3/16" GALV. KICK
PLATE. 3/16" GALV. STEEL KICK PLATE
BOX AND GATE FRAME SUPPORT;
FULL FILET WELDS AT ALL JOINTS AND
MATCH POINTS. PROVIDE (3) 3/16"Ø
DRIP HOLES ALONG BOTTOM EDGE.
F230
2
4"
12"
6"
FINISH
GRADE
4"
SEE FENCING
SCHEDULE FOR
FOOTING DEPTH
1.67" O.D.
GATE FRAME
CHAIN LINK
FENCE
4" O.D.
POST
TOP
RAIL
LATCH ASSEMBLY -
INDUSTRIAL
DOUBLE GATE
STRETCHER
BAR
4" O.D.
POST
BOTTOM
RAIL
TRUSS
ROD
DROP ROD
& SLEEVE F230
2
2 12"1 12"
CHAIN LINK FENCE
GATE POST
TYPICAL
LATCH2 1/2"x1 1/2" 25
DIAMETER LEVER
WELDED TO LATCH
H:30" - 42"
3/8"X6" GALV. CARRIAGE BOLTS.
2 BOLTS PER BOARD @ ENDS
AND CENTER POST. PEEN BOLT
ENDS TO PREVENT REMOVAL
CORNER POST
TREATED AND STAINED
1" CLEAR
FOOTING DEPTH
AND DIAMETER
(SEE SCHEDULE)
36"36"
CONCRETE
CURB (TYP)
24"24"
CONCRETE
CURBING (TYP)
WELD ANGLE IRON TO POST.
GRIND ALL WELDS SMOOTH. PAINT WITH
2 COATS GALVACON OR EQUAL. (TYP)
2X10 PRESSURE TREATED
DOUGLAS FIR S4S. INSTALL
BOARDS BUTTED TOGETHER
WITHOUT GAPS.
24"
CONCRETE
CURBING (TYP)
2X10 PRESSURE TREATED
DOUGLAS FIR S4S. INSTALL
BOARDS BUTTED TOGETHER
WITHOUT GAPS.
4" POST
W/CAP
36"
1 1/2"X1/8"X2"
ANGLE IRON (TYP)
24"
38" X 6" GALV. CARRIAGE
BOLTS.
2 BOLTS PER BOARD @
ENDS AND CENTER POST.
PEEN BOLT ENDS TO
PREVENT REMOVAL
WELD ANGLE IRON TO POST
GRIND ALL WELDS SMOOTH.
PAINT ANGLE WITH 2 COATS
GALVACON OR EQUAL. (TYP)
36"
REAR ELEVATION
FRONT ELEVATION
FOOTING DEPTH
AND DIAMETER
(SEE SCHEDULE)
VINYL CLAD 1" PAD TO COVER
STOP BOARDS. SECURELY
ATTACH TO STOP BOARDS.
4" POST
W/CAP
F230
2
F230
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
FENCING DETAILS
FIELD IMPROVEMENTS
34
NOT TO SCALE
CHAIN LINK FENCING ELEVATION & SECTION
F230
1
NOT TO SCALE
CHAIN LINK SCHEDULE
F230
2
NOT TO SCALE
SINGLE SWING GATE
F230
4
NOT TO SCALE
DOUBLE SWING GATE
F230
5
NOT TO SCALE
GATE LATCH
F230
3
NOT TO SCALE
STOPBOARDS
F230
6
DEVELOPMENT ENGINEERING
HBray 06/24/2025
1/2 ON-CENTER DISTANCE
(18" MAX NET CABLE SAG)
℄
℄
KNOTLESS 1.75"
SQ. NYLON
BALL CONTROL
NETTING
(NEW)
12"MIN, 18"MAX
SAG AT CENTER
OF CABLE
6"9"
3
A
B
C D
E
B
B
6" TO
LINE
OR END
POST
9" TO
END POST
D
E
F
G
B
3" MAX.
12" -15"
O.C.
H
F
D
3
H 3
G
I
B
G
D
6
12"-15" O.C.
A EYE BOLT LOCATED NEAR TOP OF POLE ASSEMBLY. PLACEMENT TO ACCOUNT FOR
POTENTIAL OF UP TO 18" OF SAG IN THE TOP SUPPORT CABLE AT 70LBF TENSION WITH THE
NETTING IN PLACE. MAX SPACING BETWEEN HORIZONTAL CABLE ENDS 120LF
B GALVANIZED OR STAINLESS STEEL THREADED MASTER LINK CARABINER OR APPROVED
EQUAL, 1/2" x1-1.5" PROVIDE HORIZONTAL HARDWARE WITH APPROVED BLACK FINISH.
C GALVANIZED STEEL THIMBLE SIZED FOR THE SPECIFIED WIRE ROPE; USE AT ALL CABLE
TERMINATIONS.
D GALVANIZED STEEL WIRE ROPE, 5/16"Ø.
E WIRE ROPE CONNECTOR, U-BOLT TYPE. MIN. TWO PER CONNECTION OR AS NEEDED.
F VINYL TAPE TRIPLE WRAP ALL CUT WIRE ENDS.
G PRE-FABRICATED BALL CONTROL NET ASSEMBLY TO BE PROVIDED WITH A CONTINUOUS
5/8 "Ø NYLON ROPE BORDER.
H BLACK VINYL OR POLYESTER SNAP-CLIP FOR VERTICAL CABLE-TO-ROPE CONNECTIONS ONLY
I GALVANIZED OR STAINLESS STEEL TURNBUCKLE, 1/2 " x 12".
1 TOP CORNER; EYE BOLT SIZED TO ACCOMMODATE BOTH THE LIMIT ON GAP BETWEEN THE POLE
AND THE VERTICAL CABLE AND THE CONNECTING LINKS FOR BOTH THE VERTICAL AND
HORIZONTAL SUPPORT CABLES. PROVIDE (1) TURNBUCKLE AT EACH END OF EACH CABLE. (NEW)
2 TOP EDGE OF BALL CONTROL NET ASSEMBLY HELD TO THE SUPPORT CABLE WITH GALVANIZED
OR STAINLESS STEEL OR ALUMINUM THREADED LINK, SNAP LINK, OR CARABINER-TYPE
CONNECTOR WITH APPROVED BLACK FINISH. SIZE TO ALLOW SPACING NO LESS THAN 12" O.C.
BUT NO GREATER THAN 21" O.C. TO REDUCE ROPE BORDER SAG BETWEEN CONNECTIONS. (NEW)
3 LOOSE VERTICAL CONNECTIONS TO BE VIA BLACK VINYL OR POLYESTER SNAP-CLIP SPACED
12"-15" O.C.
4 BOTTOM VERTICAL SUPPORT CABLE CONNECTION TO INCLUDE A TURNBUCKLE FOR
ADJUSTMENT.
5 BALL CONTROL NET ASSEMBLY BOTTOM EDGE CONNECTION TO BE VIA HEAVY DUTY,
UV-RESISTANT, NYLON ZIP TIE 12"-15" O.C. DIRECTLY TO CHAIN LINK FABRIC BELOW THE TOP
RAIL. CLF FABRIC TO BE INSTALLED ON THE FIELD SIDE OF THE FRAMEWORK. BALL CONTROL NET
TO BE SECURED TO THE FIELD SIDE OF THE FINISHED CHAIN LINK FENCE ASSEMBLY BELOW THE
TOP RAIL. (NEW)
6 MAIN VERTICAL SUPPORT CABLE CONNECTION TO POLE AT 12' - 15' O.C., MATCH TOP TAB OR
FLANGE A. (NEW)
BALL CONTROL NETTING ASSEMBLY
TOP CORNER CABLE & RIGGING
TOP EDGE SUPPORT (NEW)
VERTICAL EDGE SUPPORT (NEW)
VERTICAL CABLE RIGGING
CONNECTION @ CHAIN LINK FENCE (NEW)
HARDWARE NOTES:
CONNECTION NOTES:
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALENOT TO SCALE
B
C
D
E
F
GALVANIZED
9 GAUGE x2"
MESH
CHAIN LINK
FABRIC
NETTING LINE POST
10.0' O.C. TYP AT
ALL FENCE POSTS
KNOTLESS 1.75"
SQ. NYLON
BALL CONTROL
NETTING
(NEW)
10' HT.
CHAIN LINK
FENCING
15' HT.
NETTING
NETTING POSTS @ 20'-0" OR 30' 0" O.C.
H 3
MAX 160LF CABLE
A
25HT.
B
G
D
INTERMEDIATE NET SUPPORT (NEW)
NOT TO SCALEG
H 3
I
I
(INCLUDE 1
TURNBUCKEL MIN., 2
FOR SPANS
EXCEEDING 30')
(INCLUDE 1 TURNBUCKEL MIN., 2 FOR
SPANS EXCEEDING 30')
END POST AND LINE POST
SIZE PER SCHEDULE SEE TOP CORNER CABLE &
RIGGING INSET 1
(NEW)SEE TOP EDGE
SUPPORT INSET 2
SEE INTERMEDIATE NET
SUPPORT INSET. INSTALL
5' O.C. VERTICAL 6
(NEW)
SEE VERTICAL CABLE
RIGGING INSET 4
SEE CONNECTION
AT CHAIN LINK
FENCE INSET 5
(NEW)
ALL FABRIC SELVAGE
TO BE KNUCKLED
FENCE LINE POST
GALVANIZED
9 GAUGE x2"
MESH
CHAIN LINK
FABRIC
1 REMOVE EXISTING NETTING AND CONNECTING HARDWARE & DISPOSE.
2 EXISTING POSTS, RIGGING, AND RIGGING CONNECTION HARDWARE REMAINS.
3 ADD NEW VERTICAL CABLE SUPPORTS AS SHOWN.
4 REPLACE NETTING USING THE CONNECTION HARDWARE TYPE AND CONDITIONS NOTED.
GENERAL NOTES:
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BALL CONTROL NET REPLACEMENT DETAILS
FIELD IMPROVEMENTS
35NOT TO SCALE
BALL CONTROL & CABLE-FENCING & NETTING DETAIL
F231
1
DEVELOPMENT ENGINEERING
HBray 06/24/2025
8.00'
9.00'
0.50'
(TYP)
30.00'
40.00'
12" CONCRETE CURB
5' SINGLE
SWING GATE
FENCING WITH
NETTING
5' OPENING
(NO LEAF)
EXPANSION
JOINT
4" CONCRETE PAD
MEDIUM BROOM FINISH
HOME PLATE
9' FENCING WITH
6 GAUGE FABRIC
F240
6
F230
4
TOP OF FENCE
POSTS FOUNDATION
@ FG-1.5 (TYP.)12"W CONCRETE CURB/WALL
(3rd BASE SOFTBALL, 1st BASE BASEBALL)F240
5
2.5"
3/8" HARDBOARD
@ EXPANSION JOINT
CENTERLINE OF
DUGOUT SLAB
#4 REBAR CONTINUOUS
EXCEPT AT EXPANSION
JOINTS 20'0" O.C.
2" (TYP.)
2.5"
CONCRETE
PAD MEDIUM
BROOM FINISH
6"
3-3/8"
F.V.
24 GAUGE
ZINC-AUME
FLASHING,
PRE-FINISHED
1-1/2" F.V.
3"
1"
24 GAUGE ZINC-AUME
CLEAT, PRE-FINISHED
20 GAUGE BARE GALVANIZED
FLAT STRAP
ROOF PANEL
24 GAUGE ZINC-ALUME Z-FURRING, PRE FINISHED, INSTALLED
BETWEEN PANEL RIBS
EDPM WASHERED GALVANIZED TEK3 SCREWS @ 24" O.C.
INTO Z-FURRING
20 GAUGE BARE
GALVANIZED CLIP (3) PER
PANEL
24 GAUGE ZINC-ALUME FLASHING, PRE-FINISHED
GALVANIZE METAL TO
WOOD SELF-TAPPING
SCREWS @ 6' O.C.
12"
DRIPLINE OF FLASHING AND
ROOFLINE SHALL BE FLUSH WITH
PLANE OF FENCE FABRIC
FENCE FABRIC
3-3/8"
F.V.
F.V.
ROOF SECTION
ROOF FRONT VIEW
24 GAUGE ZINC-AUME FLASHING,
PRE-FINISHED
FENCE POST
ROOF PANEL
20 GAUGE BARE GALVANIZED CLIP (3)
PER PANEL
18 GAUGE BN-36 DECKING PANEL
SET PANEL INTO SEALANT @ FLASHING
20 GAUGE BARE GALVANIZED
FLAT STRAP
EPDM WASHERED GALVANIZED TEK3
SCREWS 6" O.C.
24 GAUGE ZINC-AUME FLASHING, PRE-FINISHED
"COOL WALNUT"
TREATED 4x8
20 GAUGE BARE GALVANIZED CLIP
20 GAUGE BARE GALVANIZED CLIP
(3) PER PANEL
EPDM WASHERED GALVANIZED
TEK3 SCREWS 6" O.C.
3/16"
1/8"3"
TREATED
4x8
SIMPSON HUC48
⅊ 3/16 x 8
x 5" WIDE
1/8"
1/8"2TREATED
4x8
3/16 x 4 x 4
CAP ⅊
BEAM ONE SIDE ONLY: SIMPSON BC40
BEAM BOTH SIDES: SIMPSON CCOQ44
ROOF ELEVATION @ FRONT OF DUGOUT
ROOF ELEVATION @ INTERMEDIATE FENCE POSTS
FENCE TOP RAIL
#4 REBAR TIED TO EACH
SIDE OF FENCE POSTS
6"2" CLR
9' FENCE,
6 GAUGE
TREATED 4x8 ROOF
SUPPORT (DF#2/HF#1)
6"
#4 REBAR
2"
CLR.
CONCRETE FOOTING
(FOR FOOTING DEPTH
AND DIAMETER SEE
FENCING SCHEDULE)
BASE AGGREGATE
TREATED 4x8 ROOF
SUPPORT (DF#2/HF#1)
10' CHAIN LINK
FENCE
FINISH GRADE OF
INFIELD TO BE
FLUSH WITH DUGOUT
SLAB AND CURBING
CONCRETE
PAD
PLAYERS
BENCH
METAL ROOF
EDGE
SLOPE
CONCRETE CURB
INFILLED SYNTHETIC
TURF
1.5
12
PRE-PAINTED 24 GA HR36 METAL ROOF PANELS ON 20
GA. GALVANIZED/POWDER-COATED CORRUGATED METAL
DECK. SECURE METAL DECK TO FENCE RAILS WITH EPDM
WASHERED GALVANIZED TEK3 SCREWS AT 6" OC
12"
COORDINATE LOCATION OF
BENCH FOOTINGS TO NOT
CONFLICT WITH FENCE POST
FOOTINGS
96"
F240
2
F230
1
F210
1
F240
4
CONCRETE
CURB/WALLF240
5
CONCRETE FENCE
FOOTING
FABRIC
18"
BOTTOM RAIL
FABRIC
1"
18" MIN
FINISH
GRADE
95% COMPACTED
SUBGRADE
6x6x10/10 W.W.M
CONCRETE FOOTING
ALLOW ONLY ENOUGH
SPACE FOR FORMS
3"
CONC. SURFACE TO HAVE FINE BROOM FINISH
BROOM FINISH TO BE IN DIRECTION OF RUN-OFF.
STEEL TROWEL EDGES W/ 1/2" RADIUS.
ALL ALUMINUM PCTS PLAYER BENCH AND FITTING
MFG: OUTDOOR ALUMINUM PCTS 21' OR EQUAL
W/2" SQ.. GALV. TUBE
DU
G
O
U
T
F
E
N
C
E
OR
W
A
L
L
S=1%
6"
12"
DIAM.
CONCRETE
FOOTING
CONCRETE
CURB/WALLF240
5
#4 REBAR 9" O.C.
VERT./HORIZ.
TIED TO EACH SIDE
OF FENCE POSTS
12" W CONCRETE CURB/WALL
(3rd BASE SOFTBALL, 1st BASE
BASEBALL)
FINISHED GRADE AT
CONCRETE WALK /
LANDSCAPE
9.0'
(TYP.)
2.5'
MAX.
3.0'
MIN.
3.0'
MIN.TOTAL WALL
HEIGHT TO BE
LESS THAN 3'11"'#4 REBAR 9" O.C.
VERT./HORIZ.
TIED TO EACH SIDE
OF FENCE POSTS
1.5'
MIN.
CHAIN LINK
FENCE (TYP.)
FENCE POST
FOOTING
UNDERNEATH
CURB WALL
F230
1
NOTE ADDITIONAL
POST LENGTH
REQUIREMENTS
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
DUGOUT DETAILS
FIELD IMPROVEMENTS
36
NOT TO SCALE
DUGOUT - PLAN VIEW
F240
1
NOT TO SCALE
CONCRETE DUGOUT EXPANSION JOINT
F240
6
NOT TO SCALE
DUGOUT ROOF EDGE
F240
4
NOT TO SCALE
DUGOUT SECTION
F240
3
NOT TO SCALE
PLAYERS BENCH DETAIL
F240
2
NOT TO SCALE
DUGOUT RETAINING WALL SECTION
F240
5
DEVELOPMENT ENGINEERING
HBray 06/24/2025
HOME PLATE
BASEBALL
BULLPEN
MOUND
1st BASELINE BULLPEN
60.50'
132°13.42'
1.17'
11.87'
BASEBALL
BULLPEN
MOUND
135°14.11'
0.93'
7.00'
HOME PLATE
3rd BASELINE BULLPEN
12" CONCRETE
RETAINING CURB
18.00'
10.00'
10.00'
7.09'
F250
3
F250
3
SYNTHETIC TURF
EDGE ANCHOR
(TYP.)
SYNTHETIC TURF
EDGE ANCHOR
(TYP.)
18.00'
11.49'
REMOVABLE TURF INSERT
WITH VELCRO EDGE
60.50'
REMOVABLE TURF INSERT
WITH VELCRO EDGE
12" CONCRETE
RETAINING CURB
HOME PLATE INLAID
PITCHING
PLATE
43.00'
5.00'
INLAID HOME
PLATE
1.38' CLR.
0.17' CLR.
EXPANSION
JOINT
BEHIND POST
±8"
±8"x10" BULLPEN
MOUND BUNKER
12"x12"
CONCRETE
CURB
2" FENCE POST
3/4-1" CHAMFER STRIP
(REMOVE WITH FORM WORK)
2" POST @ FENCE
LINE
4" POST @ FENCE LINE
FENCE LINE
℄℄
EXPANSION JOINT
CURB
2"Ø 4"Ø
1 1
NOTES:
1.3/4"- 1" CHAMFER STRIP
CAULKED IN PLACE TIGHT
TO FENCE POST DURING
FORM CONSTRUCTION.
FINISHED
GRADE
FINISHED GRADE
+0.83'
(10" MOUND HT.)
6.00'2.83'5.17'4.00'
F210
1
R9'
F220
5
FG +0"
FG +10"
LIMIT OF
CONCRETE
WALL
CONCRETE
CURB
BULLPEN MOUND
BEYOND
4" FENCE
POST
2" FENCE POST
WALL C
PLAN VIEW
(SEE DETAIL ABOVE)
INSET
WALL C
PLAN VIEW
WALL C ELEVATION
SEE INSET TO THE
ABOVE
FG +48"
4' HT. CHAINLINK FENCE
(TYP.)
FG +10"
FG +0"
SECTION @ CONCRETE PAD
SYNTHETIC TURF
FIELD
4X4 RECYCLED PLASTIC
TIMBER IN LENGTHS AS
REQUIRED.
#6 REBAR 4' O.C.
4" CONCRETE PAD
BASE COURSE
PERMEABLE
AGGREGATE
4X4 RECYCLED PLASTIC
TIMBER IN LENGTHS AS
REQUIRED.
#6 REBAR 4' O.C.
BROWN INFILLED
SYNTHETIC TURF
FINISH GRADE AT TOP
OF PITCHER'S RUBBER TO BE
LEVEL 10" ABOVE
FIELD FINISH GRADE
4" CONCRETE PAD
UNDER SYNTHETIC TURF
3'-6" X 10'12:1 SLOPE FROM A
POINT 6" IN FRONT OF
THE PITCHER'S RUBBER
TO A POINT 6' TOWARDS
HOME PLATE
PLAN VIEW @ 3rd BASE BULLPEN
CENTER
CIRCLE
c
c
FG +10"
FG +10"
FG +0"
12
:
1
4x4 RECYCLED PLASTIC TIMBER
SURROUNDING CONCRETE PAD
SYNTHETIC TURF EDGE ANCHOR
AT PITCHER'S MOUND
REMOVABLE TURF INSERT WITH
VELCRO EDGES
BACK OF LEVEL PAD
ALL SLOPES SYMMETRICAL/TANGENT
SEE PITCHER'S MOUND
DETAIL FOR ALL
DIMENSIONS
GB
GB
12" CONCRETE CURB
SEE INSET TO RIGHT
18.00'
LIMIT OF CURB BEYOND
CURB ABOVE
EXISTING CURB,
SEE BELOW
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BULLPEN DETAILS
FIELD IMPROVEMENTS
37
NOT TO SCALE
BASEBALL BULLPEN PLAN VIEW
F250
1
NOT TO SCALE
SOFTBALL BULLPEN PLAN VIEW
F250
2
NOT TO SCALE
BASEBALL BULLPEN MOUND
F250
3
DEVELOPMENT ENGINEERING
HBray 06/24/2025
20'
12' HT.
14'
EXISTING
CONCRETE
PAVING
GLUE/ADHERE TURF ON
TOP OF CONCRETE
FOOTING (TYP.)
10' HT. CHAIN LINK FENCE
IN CONCRETE CURB
FOOTING FOR
NETTING (TYP.)
INFILLED SYNTHETIC
TURF (TYP.)
NETTING (TYP.)
PREFABRICATED BATTING
CAGE WITH NETTING
EXISTING BASE
COURSE
PERMEABLE
AGGREGATE EXISTING
COMPACTED
SUBGRADE
EXISTING
NATURAL TURF
40" x 12" CONCRETE
FOOTING FOR 3'
GROUND SLEEVE
F210
2
EDGE ANCHOR IN
CONCRETE CURB
(TYP.)F221
3
69.92'
67.30'
79.66'
BA
T
T
I
N
G
C
A
G
E
SE
C
T
I
O
N
40.00'
14' POLE
TO POLE
INLAID PITCHERS
PLATE (TYP.)
INLAID HOME
PLATE (TYP.)
INFILLED SYNTHETIC
TURF (TYP.)EXISTING CHAIN
LINK FENCE (TYP.)
EXISTING 5'
SINGLE SWING
GATE (TYP.)
EXISTING 5'
SINGLE SWING
GATE (TYP.)
54.22'
50.50'
59.58'
F210
2
SOFTBALL
BATTING CAGE
F2
5
0
#
BASEBALL
BATTING CAGE
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
LINDBERGH HIGH SCHOOL
BATTING CAGE DETAILS
FIELD IMPROVEMENTS
38
NOT TO SCALE
BATTING CAGE PLAN VIEW
F251
1
NOT TO SCALE
BATTING CAGE SECTION
F251
2
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
18"
FINISH
GRADE
NOTES:
1 BRASS QUICK COUPLING VALVE
2 RUBBER CAP
3 GALVANIZED NIPPLE
4 STAINLESS STEEL CLAMP
5 SPORTSFIELD SPECIALTIES
TURFCOOL OR APPROVED
EQUAL VALVE BOX WITH
REMOVABLE LID
6 CLEAN PEA GRAVEL 4"-6"
DEPTH
1
2"
3
4
4
5
#31" MIPT x MALE ACME INLET
1" FEMALE ACME x MALE ACME 90 PVC MAINLINE
6
1" SWING ARM WITH
12" LAY LENGTH
1" FEMALE
ACME x MIPT
INFILLED SYNTHETIC TURF
1" SCH 40
STREET ELL
2
F210
1
24" MIN.
MAIN LINE TRENCH
6" TYP
MIN. 12" WIDE TRENCH
(OR AS REQUIRED TO ALLOW ADEQUATE
COMPACTION OF BACKFILL)FINISH GRADE
INFILLED
SYNTHETIC
TURF FIELD
DETECT-A-TAPE (BLUE)
6" ABOVE PIPE
CLEAN, COMPACTED,
SUITABLE NATIVE BACKFILL
SCH 40 PVC MAIN LINE
BUNDLE CONTROLLER WIRES
UNDER MAIN LINE ON OPPOSITE
SIDE FROM SWING JOINTS
(WHEN LATERAL & MAIN SHARE
THE SAME TRENCH)
NOTES:
TAPE WIRES PER SPEC. DO NOT TAPE
BUNDLED WIRES TO MAIN LINE.
F210
1
INFILLED SYNTHETIC
TURF
FINISH
GRADE
NOTES:
1 BRASS BALL VALVE, THREADED INLET/OUTLET,
SIZED PER THE DRAWINGS OR ASSOCIATED
INLET-SIDE PIPE
2 BRASS UNION
3 BRASS NIPPLE
4 SCHEDULE 80- PVC BUSHING, SxT
5 MIN. 12" HORIZONTAL & VERTICAL OFFSET FROM
MAINLINE
6 SPORTSFIELD SPECIALTIES TURFCOOL OR
APPROVED EQUAL VALVE BOX WITH REMOVABLE
LID
6
PVC MAINLINE (TYP.)
SCH.80 PVC TEE, FITTINGS &
ADAPTERS (AS REQUIRED)
5 SCH. 40
PVC OUT
BRASS
1
33
2 2
4 4
18"
24"
18"
F210
1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
WASHWATER DETAILS
FIELD IMPROVEMENTS
39
NOT TO SCALE
QUICK COUPLING VALVE & BOXES
F260
1
NOT TO SCALE
TRENCHING FOR MAINLINE PIPE
F260
3
NOT TO SCALE
BALL VALVE IN TURFCOOL BOX
F260
2
DEVELOPMENT ENGINEERING
HBray 06/24/2025
SECTION A-A
POST DETAIL
NOTES:
1.NUMBER OF STEPS SHALL SUIT INDIVIDUAL
CONDITIONS, WITH TREAD AND RISER DIMENSIONS
TO SUIT THE GRADE.
2.RISERS SHALL BE OF EQUAL HEIGHT AND TREAD PER
PLAN.
3.ALL STEPS SHALL HAVE RAILINGS (BOTH SIDES AND
CENTER, IF APPLICAPBLE).
4.CEMENT CONCRETE STEPS AND CURBS SHALL BE
CONSTRUCTED AS SHOWN.
5.HEIGHT OF RAILING SHALL BE 36" MINIMUM, 38"
MAXIMUM TOP OF NOSING TO TOP OF RAILING.
6.PEDESTRIAN RAILING SHALL BE CONSTRUCTED AS
SHOWN.
7.STAIR FORM SHALL BE LAYED OUT AND APPROVED
BY ENGINEER BEFORE PROCEEDING PLACING
CONCRETE
12"
16"
COMPACTED SUBGRADE
SEE POST
DETAIL
1/4
TYP. @ EACH POST
FOR ALL RAIL
SECTIONS
HANDRAIL DETAIL
SEE HANDRAIL
DETAIL
CORE DRILL AND EMBED POSTS MIN. 12" DEEP
IN CONCRETE FOOTING. ANCHOR WITH RAPID
SET MULTI-PURPOSE CEMENT ALL OR EQUAL.
12"
2'-10"
1'-3"
2'-10"
BOTTOM
OF
STAIRS
HANDRAIL NOTES:
A.GRIND WELD JOINT SMOOTH
B.HOT DIP GALV. AFTER FABRICATION
C.PIPE TO FOLLOW ALIGNMENT SHOWN ON PLANS.
D.PROVIDE SHOP DRAWINGS.
E.VERIFY POST LOCATIONS BEFORE CORING.
17"-19"
6.00"
R0.25"
TYP.
R1.00"
TYP.
FG TOP OF STAIRS
MIN. FOOTING
9" x18"D
IF IN PAVEMENT;
COORDINATE
TOP OF FOOTING
6.00"
1½" DIA.
STEEL PIPE
CONCRETE STEPS
(SEE STEP DETAIL FOR
DIMENSIONS)
HANDRAIL AT CONCRETE STEPS
ME
A
S
U
R
E
D
F
R
O
M
N
O
S
I
N
G
℄ T
R
E
A
D
℄ T
R
E
A
D
3/4" SCH 40 (STD PIPE)
BALUSTERS INSERTED
IN HOLE AND TACK
WELDED OPPOSITE
TRAFFIC
#4 BARS 2' CC
#4 BARS 2' CC
4 #4 BARS
4" CURB
RADIUS
SEE NOTE 4 BELOW FOR
RISER AND TREAD
DIMENSIONS
4" CURB RADIUS
8" WIDE CURB BOTH SIDES
OF STEPS
1/4" SLOPE
R0.5"
12"
1.5" STD. PIPE
16 GA. GALV. STEEL
SLEEVE 3" DIA.
STEPS DETAIL
SLOPE TO
DRAINNON-SHRINK
GROUT
FINISH
SURFACE
+2.00'
EJ
#4 BARS 2'-0"
O.C.FINISH SURFACE
±0.00
A
A
CONCRETE STAIRS SECTION
CONCRETE PAVING
(TYP.)
CONCRETE
STEPSCONCRETE
CURB
GALVANIZED STEEL HANDRAIL
(SEE HANDRAIL DETAIL FOR
DIMENSIONS)
EMBED POSTS IN CONCRETE
FOOTING. ANCHOR WITH RAPID
SET MULTI-PURPOSE CEMENT
ALL OR EQUAL.
CONCRETE PAVING (TYP.)
R1"
R0.5"
CONSTRUCT INDICATOR STRIPES 1/4" DEEP BY
1/8" WIDE. SPACE STRIPES 3/4" O.C. WITHIN A
2" WIDE STRIPE ALONG THE NOSE OF EACH
TREAD. APPLY L.M. SCOFIELD CHEMSTAIN TO
INDICATOR STRIP. COLOR TO BE CS-2 PADRE
BROWN.
℄ T
R
E
A
D
12"
1-1/2" INCH DIA.
GALVANIZED STEEL SCH
40 HANDRAIL
EJ
STAIR 'A'
6.00'
0
5"
5.00"
5.00'
16"
4"
8"
2"
6.00' MAX
12.00"
12.00"
2"
3.5"
0.5"
18.15"
12.00"
36"-38"
UNIFORM
RISER
TREAD
1"2"
18"
412.50
412.92
413.35
413.77
414.20
414.62
415.05
415.47
+0.42
+0.85
+1.27
+1.70
+2.12
+2.55
+2.97
STAIR 'B'
6.00'
0 415.72
416.14
416.57
416.99
417.41
417.83
418.26
418.68
+0.42
+0.85
+1.27
+1.69
+2.11
+2.54
+2.96
STAIR 'C'
6.00'
0 418.77
419.19
419.62
420.04
420.46
420.88
421.31
421.73
+0.42
STAIR 'D'
6.00'
0 421.82
422.24
422.67
423.09
423.52
423.94
424.37
424.79
+0.42
+0.85
+1.27
+1.70
+2.12
+2.55
+2.97
STAIR 'E'
6.00'
0 425.05
425.47
425.90
426.32
426.75
427.17
427.60
428.02
+0.42
+0.85
+1.27
+1.70
+2.12
+2.55
+2.97
+0.85
+1.27
+1.69
+2.11
+2.54
+2.96
CONCRETE
PAVING
1/2" MAX.
EXPANSION JOINT
LANDSCAPED AREA
1-1/2"Ø GALV. STEEL PIPE (I.D.) RAILING &
POST. POST 4'-0" O.C. MAX.
1-1/2"Ø GALV. STEEL PIPE HAND RAIL
1/2" TOOLED
RADIUS
2" IDØ STD. GALVANIZED PIPE
SLEEVE WITH CAP WELDED AT
BOTTOM. FILL SLEEVE WITH
NON-SHRINK GROUT
RAIL FOUNDATION DETAIL
#3 REBAR 180 DEG
BEND 24" LONG AT
EACH PIPE SLEEVE
(2) #4 CONT.
36"
6"
30"
1'-2"
12"
1.50"
12"
18"
F210
3
CONCRETE
PAVING
LANDSCAPED AREA
1-1/2"Ø GALV. STEEL PIPE (I.D.) RAILING &
POST. POST 4'-0" O.C. MAX.
1-1/2"Ø GALV. STEEL PIPE HAND RAIL
#3 REBAR 180 DEG
BEND 24" LONG AT
EACH PIPE SLEEVE
36"
6"
12"
1.50"
12"
18"
F210
3
12"
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
LINDBERGH HIGH SCHOOL
SITE STAIR DETAILS
FIELD IMPROVEMENTS
40
NOT TO SCALE
CONCRETE STAIRS
F270
1
NOT TO SCALE
HANDRAIL FOUNDATION AT STAIRS
F270
2
NOT TO SCALE
HANDRAIL FOUNDATION DETAIL AT RAMP
F270
3
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
DEVELOPMENT ENGINEERING
HBray 06/24/2025
R
1
3
.
0
0
'
90
.
0
0
'
(T
Y
P
.
)
R95.
0
0
'
R
1
3
.
0
0
'
24.50'
90.00'
(TYP.)
R9.00'
60.50'
6.00'
(TYP.)
3.00'
45
.
0
0
'
45
.
0
0
'
15
.
0
0
'
5.00'
20
.
0
0
'
3.00'
3" INLAID
LINE (TYP.)
BASEBALL
BATTER'S BOX
INLAID WHITE
COACHES BOX (TYP.)
BASE WITH
ANCHOR (TYP.)
GREEN
SYNTHETIC
TURF W/
ALTERNATING
PANELS (TYP.)
BASE AND
PLATE
ANCHOR
LAYOUT
BROWN
SYNTHETIC
TURF (TYP.)
LIMIT OF
INFIELD (TYP.)
3" INLAID FOUL
LINE (TYP.)
3" INLAID FOUL
LINE (TYP.)
PITCHER'S
MOUND
12.00'
WARNING
TRACK (TYP.)
BULLPEN
MOUND BULLPEN
AREA
BULLPEN
MOUND
BULLPEN
AREA
12.00' WARNING
TRACK (TYP.)
GREEN SYNTHETIC TURF
WITH ALTERNATING
PANELS (TYP.)
SYNTHETIC TURF EDGE
ANCHOR (TYP.)
SYNTHETIC TURF EDGE
ANCHOR (TYP.)
SYNTHETIC TURF EDGE
ANCHOR (TYP.)
F220
1HOME PLATE
F310
2
F220
2
F220
5
F221
1
F250
3 F250
1
F250
3
F250
1
F221
1
F221
1
R
1
6
6
.
5
0
'
F222
1
GREEN SYNTHETIC TURF
WITH ALTERNATING
PANELS (TYP.)
15.00'
(TYP.)
15.00'
(TYP.)
15.00'
(TYP.)
7.50'
(TYP.)
7.50'
(TYP.)
6.
0
0
'
3.
0
0
'
4.00'
3rd BASE LINE
1s
t
B
A
S
E
L
I
N
E
R13.00'
6"
43"
8.
0
0
'
NOTES FOR REMOVABLE INSERTS:
1.ADHERE 12" SEAM TAPE WITH 2" MIN. EXPOSURE TO
UNDERSIDE OF PERMANENT TURF.
2.ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM TAPE.
3.ADHERE 2" VELCRO "LOOP" TO SEAM TAPE
4.ADHERE 12" SEAM TAPE WITH CENTERLINE ALIGNED
WITH TOP EDGE OF CATCHER'S BOX OPENING.
5.ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED
SEAM TAPE WHERE MULTIPLE REMOVABLE INSERTS
MEET.
6.FURNISH 4 ADDITIONAL REMOVABLE REPLACEMENT
TURF PATCHES EACH LOCATION (5 TOTAL).
6" (TYP.)
29"
6"
(TYP.)
2"
TYPICAL VELCRO SEAM
1
PERMANENT
TURF
REMOVABLE
INSERT
BROWN COLORED
INFILLED SYNTHETIC
TURF
3" WHITE LINE
3" WHITE
INLAID LINE
REMOVABLE TURF
INSERT WITH VELCROREMOVABLE TURF
INSERT WITH VELCRO
HOME PLATE
1 2 3
F220
1
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
BASEBALL LAYOUT PLAN & DETAILS
FIELD IMPROVEMENTS
41
SCALE: 1"=20'
BASEBALL LAYOUT PLAN
F310
1
NOT TO SCALE
BASEBALL BATTERS BOX
F310
2
DEVELOPMENT ENGINEERING
HBray 06/24/2025
205'
20
5
'
15.00'
3.00'
R8.00'
30.00'
8.00'
3.00'
R60.00'
12.00'
WARNING
TRACK (TYP.)
60.00'
TYP.
43.00'
24.49'
LIMIT OF
INFIELD (TYP.)
COACHES BOX
HOME
PLATE
SOFTBALL
BATTER'S BOX
COACHES BOX
BASE WITH
ANCHOR (TYP.)
3" FOUL LINE
3" FOUL
LINE
PITCHER'S
PLATE
GREEN SYNTHETIC
TURF OUTFIELD (TYP.)
GREEN SYNTHETIC
TURF OUTFIELD (TYP.)BROWN SYNTHETIC
TURF INFIELD (TYP.)
SOFTBALL
BULLPEN AREA
SOFTBALL
BULLPEN AREA
F220
1
F320
2
F220
4
F320
3
F250
2
F250
2
12.00'
WARNING
TRACK (TYP.)
12.00'
WARNING
TRACK (TYP.)
7.
0
0
'
3.
0
0
'
3.00'
3r
d
B
A
S
E
L
I
N
E
1st B
A
S
E
L
I
N
E
4.
0
0
'
2'-5"
8'-5"
10
.
0
0
'
NOTES FOR REMOVABLE INSERTS:
1.ADHERE 12" SEAM TAPE WITH 2" MIN. EXPOSURE TO
UNDERSIDE OF PERMANENT TURF.
2.ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM TAPE.
3.ADHERE 2" VELCRO "LOOP" TO SEAM TAPE
4.ADHERE 12" SEAM TAPE WITH CENTERLINE ALIGNED WITH
TOP EDGE OF CATCHER'S BOX OPENING.
5.ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM
TAPE WHERE MULTIPLE REMOVABLE INSERTS MEET.
6.FURNISH 4 ADDITIONAL REMOVABLE REPLACEMENT TURF
PATCHES EACH LOCATION (5 TOTAL).
2"
TYPICAL VELCRO SEAM
REMOVABLE TURF INSERT
WITH VELCRO EDGE
3" WHITE
INLAID LINE
HOME
PLATE
REMOVABLE
INSERT
PERMANENT
TURF
11 32
F220
1
PITCHER'S CIRCLE
60' INFIELD
ARC RADIUS
R8' PITCHER'S
CIRCLE
℄
℄
NOTES FOR REMOVABLE INSERTS:
1.ADHERE 12" SEAM TAPE WITH 2" MIN. EXPOSURE TO
UNDERSIDE OF PERMANENT TURF.
2.ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM TAPE.
3.ADHERE 2" VELCRO "LOOP" TO SEAM TAPE
4.ADHERE 12" SEAM TAPE WITH CENTERLINE ALIGNED WITH
TOP EDGE OF CATCHER'S BOX OPENING.
5.ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM
TAPE WHERE MULTIPLE REMOVABLE INSERTS MEET.
2"
TYPICAL VELCRO SEAM
1
3.5'
46'
F
R
O
M
HO
M
E
P
L
A
T
E
43'
F
R
O
M
HO
M
E
P
L
A
T
E
10'
REMOVABLE TURF INSERT
WITH VELCRO EDGE
PITCHER'S
PLATE
PERMANENT
TURF
REMOVABLE
INSERT
1 32
F220
4
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
4
D.A. Hogan & Associates, inc.
1450 114th Ave. SE, Suite 225
Bellevue, WA 98004 206-285-0400
R-4344
PR
:
LU
A
:
C:
LU
A
2
5
-
0
0
0
0
5
1
PR
2
5
-
0
0
0
0
1
8
C2
5
0
0
0
9
7
7
CIVIL CONSTRUCTION PERMIT 2/21/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4/14/25
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25
LINDBERGH HIGH SCHOOL
SOFTBALL LAYOUT PLAN & DETAILS
FIELD IMPROVEMENTS
42
SCALE: 1"=20'
SOFTBALL LAYOUT PLAN
F320
1
NOT TO SCALE
SOFTBALL BATTERS BOX
F320
2
NOT TO SCALE
SOFTBALL INFIELD ARC LAYOUT
F320
3
DEVELOPMENT ENGINEERING
HBray 06/24/2025