HomeMy WebLinkAboutzR-4293setA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
CASCADE ELEMENTARY SCHOOL
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FIELD IMPROVEMENTS
BID SET
GENERAL NOTES PROJECT NOTES LEGAL DESCRIPTION
1. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING,
CITY OF RENTON. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS:
PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE
2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE LOT 2 OF CITY OF RENTON SHORT PLAT NO. LUA20-000024, RECORDED JANUARY 19,
ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 2022 AS RECORDING NO. 20220119900020, IN
3. ERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST BE CORRECTED BY THE ENGINEER AND 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS KING COUNTY, WASHINGTON.
APPROVED BY THE CITY OF RENTON. OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS.
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 CODUNTY 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.
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 CITY 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.
CONSTRUCTION SEQUENCE
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.
EARTHWORK QUANTITIES *1,576 CY FOR REMOVAL OF 3" OF SOD, ORGANICS,
AND DEBRIS FROM EXISTING ATHLETIC FIELD.
EXCAVATION 1,871 CY
**1,585 CY FOR IMPORT OF 0" 12" OF FILL MATERIAL
FILL **1,735 CY FOR FIELD.
TOTAL EARTHWORK
3,606 CY
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NOTE:
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.
BID SET SE 4/5,
PERMIT COMMENTS SE /19
ADDENDUM 1 SE /30
REVISION
i XIT
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM
TIED CITY OF RENTON MONUMENT NO. 1640
ELEVATION=466.09
BASIS OF BEARING
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE
CITY OF RENTON HORIZONTAL CONTROL: NAD1983/91
HOLDING CITY MONUMENT NUMBERS 1640 AND 1863.
POINT NO.1640
N=170648.976
E=1305835.748
POINT NO.1863
N=167989.621
E=1305752.847
A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS N010 47' 08"E.
SITE INFORMATION
ADDRESS:
16022 116TH AVE SE
RENTON, WA 98058
PARCEL AREA:
515,182 SF OR 11.83 AC (APN 2823059034)
128,508 SF OR 2.95 AC (APN 2823059133)
OWNER: RENTON SCHOOL DISTRICT
CAPITAL PLANNING & CONSTRUCTION
7812 SOUTH 124TH STREET
SEATTLE, WA 98178
(206) 482-5253 CONTACT: MATT FELDMEYER
MATTHEW.FELDMEYER@RENTONSCHOOLS.US
OWNER: HAINLINE
REPRESENTATIVE 411 1ST AVE S, SUITE 210
SEATTLE, WA 98104
(425) 445-1517 CONTACT: KYLE MCLEOD
KMCLEOD@HAINLINE.NET
LANDSCAPE: FORA LANDSCAPE ARCHITECTS
ARCHITECT 1430 NE 65TH STREET
SEATTLE, WA 98115
(425) 350-3229 CONTACT: TODD YINGLING
TODD@FORA.LAND
ENGINEER: JACOBSON CONSULTING ENGINEERS
255 S. KING STREET, SUITE 800
SEATTLE, WA 98104
(206) 426-2600 CONTACT: SASCHA EASTMAN
SASCHA@JACOBSON ENG I N EERS.COM
SURVEYED:
DESIGNED:
SSE
DRAWN:
DJD/AJJ
CHECKED:
JAJ
AP P R APPROVED:
JAJ
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAM 1988
HORIZONTAL: NAD 1983/1991
DATUM
VICINITY MAP
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CITY OF
RENTON
Planning/Building/Public Works Dept.
'rPslget. Dr,
Sheet List Table
SHEET 1 OF 34
C000
COVER SHEET
SHEET 2 OF 34
C010
NOTES SHEET
SHEET 3 OF 34
C100
OVERALL DEMO & T.E.S.C. PLAN
SHEET 4 OF 34
C101
DEMO & T.E.S.C. PLAN
SHEET 5 OF 34
C102
DEMO & T.E.S.C. PLAN
SHEET 6 OF 34
C110
T.E.S.C. DETAILS
SHEET 7 OF 34
C200
OVERALL CIVIL SITE PLAN
SHEET 8 OF 34
C201
CIVIL SITE PLAN
SHEET 9 OF 34
C202
CIVIL SITE PLAN
SHEET 10 OF 34
C210
SITE DETAILS
SHEET 11 OF 34
L1.00
OVERALL SITE PLAN
SHEET 12 OF 34
L1.01
SITE PLAN ENLARGEMENT
SHEET 13 OF 34
L1.02
SITE PLAN ENLARGEMENT
SHEET 14 OF 34
L2.00
OVERALL PLANTING PLAN, SCHEDULE & NOTES
SHEET 15 OF 34
L2.01
PLANTING PLAN ENLARGEMENT
SHEET 16 OF 34
L2.02
PLANTING PLAN ENLARGEMENT
SHEET 17 OF 34
L2.03
SOILS PLAN
SHEET 18 OF 34
L3.00
OVERALL IRRIGATION PLAN
SHEET 19 OF 34
L3.01
IRRIGATION PLAN ENLARGEMENT
SHEET 20 OF 34
L3.02
IRRIGATION PLAN ENLARGEMENT
SHEET 21 OF 34
L3.03
IRRIGATION LEGEND & NOTES
SHEET 22 OF 34
L3.04
IRRIGATION DETAILS
SHEET 23 OF 34
L4.00
SITE DETAILS
SHEET 24 OF 34
L4.01
SITE DETAILS
SHEET 25 OF 34
L4.02
SITE DETAILS
SHEET 26 OF 34
L4.03
SITE DETAILS
SHEET 27 OF 34
L4.04
SITE DETAILS
SHEET 28 OF 34
L4.05
SITE DETAILS
SHEET 29 OF 34
L4.06
STAIR AND RAMP PROFILES
SHEET 30 OF 34
L5.00
OVERALL GRADING PLAN
SHEET 31 OF 34
L5.01
GRADING PLAN ENLARGEMENT
SHEET 32 OF 34
L5.02
GRADING PLAN ENLARGEMENT
SHEET 33 OF 34
L6.00
OVERALL SUBDRAINAGE PLAN
SHEET 34 OF 34
L6.01
SUBDRAINAGE DETAILS
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ' � o SURFACE WATER UTILITY ��
SAMorman 06/07/2024 JFarah 06/08/2024
DATE:
CASCADE ELEMENTARY SCHOOL 04/19/202
FIELD IMPROVEMENTS PAGE:
DRAWING N0:
COVER SHEET 0000
SHEET: OF:
1 OF 31
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R-429301
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. o
rn CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES Nt
N 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 OO
�i 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 O
O 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. �
N
0 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 U
w 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 WASHOUT 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.
43667 �
04/3O124
BID SET
SE
4/5/241
SURVEYED:
SCALE:
PERMIT COMMENTS
SE
/19/2
DESIGNED:SSE
ADDENDUM 1
SE
/30/2
DRAWN:
DJD/AJJ
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE
SCALE ACCORDINGLY
N0.
REVISION
BY
DATE
APPR
APPROVED:
JAJ
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Nkav
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
' SAMorman 06/07/2024
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
NOTES SHEET
DATE:
04/19/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C010
SHEET: OF:
2 OF 34
R-429302
C'7
N
I
I
0
W
s
EXISTING PARKING LOT
EXISTING FENCE TO REMAIN
20 �N1g4�
29 28
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
REMOVE EX 4' CHAINLINK PASS
THROUGH GATE. CONTRACTOR
SHALL CONFIRM LOCATION WITH
OWNER PRIOR TO CONSTRUCTION.
SB9° 10' 39"E fR-1 -
2681.48'
CITY OF SEATTLE PIPELINE
QnA Cl' I
CITY OF SEATTLE PIPELINE R/W
EX 40' CITY OF SEATTLE
PIPELINE EASEMENT
cl 01
EXISTING I
ENTRY/EXIT EXISTING FIRE LANE ens —� n — — ens — ens — —
I
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a / GATE. EX POSTS SHALL BE CUT I I / I EXISTING ATH ETIC FIELD I
Ili I I I AND TORCHED DOWN TO GRADE. I I I — —/SUB — — —ISUg — — — — — — — llUB — — — IUB
JACK HAMMER/CHIP OUT EX I I
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— — — — — — — — — — — — — — — — S
16 .44' 89° 10' 39"W
— — — — — — — — — — — — — — — — — Cl 02
SE
4/5/24
SURVEYED:
SE
4/19/24
DESIGNED:
###
SE
4/30/24
DRAWN:
DJD/AJJ
CHECKED:
J -%
BY
DATE
APPR
I APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
0
Lid
O
C)
0 25 50 100 O
N
SCALE 1 "=50' U
LEGEND
PROPERTY LINE
N 79°33'06" E - 46.81'
SAWCUT LINE
— —
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
FENCING
/x/ /x/ /
FF FILTER FABRIC FENCING
STRAW WATTLE
SW
INLET PROTECTION
IP3
TESC 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 OR 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,
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
OVERALL DEMO & T.E.S.C. PLAN
DATE:
04/19/202
PAGE:
C100
SHEET: OF:
3 OF 34
R-429303
G
X ` - — — —�F T_F�E_NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
----
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x SD(R) SD R I
RECORD DRAWING x x Q� Q ( ) SU(F SD(R)
APPROXIMATE
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TOP 3" OF SOD, ORGANICS, AND DEBRIS TO
m - m m m I BE STRIPPED AND REMOVED THEN PLACING FILL
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1 , Q I SECTION BELOW OF ROOT ZONE MIX AND SAND Q "'
TO REMAIN WITH SUB -GRADE NOT BEING l i n
m x m I x I x l I DISTURBED. SEE LANDSCAPE PLANS. x rn l I l s I l I
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m �¢ I I I D o I I H
c I REPLACE WITH 6' TALL GALVANIZED m �o m m m m m
CHAINLINK FENCE PER L'SCAPE PLANS. ��� �I � cn m COR E � pm m cm Om m O
l I x �I w I 1 INSTALL CATCH BASIN - - - (T�) —1
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\\ ��LL_j m N 7 I m °� m I o I I I ( O
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J �@F EX ASPHALT PLAY AREA TO
I 1 I450� + —� —I' I o I o I I INSTALL NEW FOOTBALL FIELD.
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1 AFN 47�5922 i cn m m I m m
cn I I I cn N I cn n ccn,`e_ �450—cmn
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THROUGH GATE I m o m o11 I l I o I s I I Vi
cf)x x V) LLI
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l m m m 1 l I l-- ---- --__-_ COVERED PLAY I
I co REMOVE EX DUGOUT `� c� _ - - _ m m- - - I ® - - STRUCTURE
I I 0D CONCRETE PAD 1 l `� vP� �' s can
I I I o I x �
x x �x I ��,
I I I 1 i I 1 l 1 x 1 x
I l l m m I l
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Ico co co D
REMOVE EX 1 10 I
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m m m m x 1 1 x 1 x 1
cn Ln � m m m I
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cn
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W POSTS AND FOUNDATIONS (TYP) i i x � x cn
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SEE RIGHT FOR CONTINUATION �,..T� _
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,�
43667
NAL D473o7
BID SET
SE
/5/241
SURVEYED:
SCALE:
PERMIT COMMENTS
SE
/19/2
DESIGNED:
###
ADDENDUM 1
SE
30
/2 /
DRAWN:
DJ D/AJJ
ONE INCH
CHECKED:
JAJ
AT FULL SCALE
SCALE NOT ONE INCH ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:##
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
SAWCUT LINE
- -
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
FENCING
FF FILTER FABRIC FENCING
STRAW WATTLE
SW
INLET PROTECTION
IP
3
NOTE:
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF
WORK TO PROTECT STAFF AND STUDENTS AND SECURE
JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND
JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE
EXISTING PERIMETER FENCING AS SECURITY FENCING AND
THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS
NEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT
6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK
FENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C110.
SEE LEFT FOR CONTINUATION
IE=(-1.500) 455— — — — — —
/ I 45&------- _ _ _ _ _------------ —
I —457------------ — — — — — — — — —
I /
AHBL #107 /
REBAR AND CAP
N:170558.0890 I \
E:1306250.4050
ELEV:457.41 FF
INSTALL SILT FENCE
SEE DETAIL (TYP)
� I s
E
I I
/ I I
� / I
� I
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
DEMO & T.E.S.C. PLAN
DATE:
04/19/202
PAGE:
C101
SHEET: OF:
4 OF 34
R-429304
RG E. 5 E., W.M.
3" CPP SE IE=443. INSTALL SILT FENCE - - - - - _ _ - _ _ _ _ _ _ _ - \
m 6" STORM LIN, SEE DETAIL (TYP) \ \ - - -447_
SD( SD D SD PER RECORD DRAWINGS cgo \ \ \ \ — — — — — — — — —
_ STMH PER 0
DRAWINOS,-APPR-QXWATE \
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LOCATION SHOWN
SD \ �
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— d ans — — d a S — — — �nS — — S — IE=(Q 4.30) PER RECORD DRA WINGS x �'� IE=(�5.�0) N x x — x % � IPA \
_ _ _ — o Q SOCO \
�s — ohs ar1� -- d x � x ,,----- —
m m I — — — �S d — \ x �— — — — J 1 x IE=(-5.85)
Iv� 6 v� cn Q� Q� m Qom m Q m I Q \ — — �
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'� I I Ix I x 1 �' 1� 5 _ — �4�-�- a �a \ / II D�E (TY\) cn
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6" CPP SEIIE=443.93 I I I �X Q' �� �J -' I \ �
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-
N m m m I I I 1 i x \
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c �� I I U m � I 1
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I 1 I co I t m m FF 00
x l I x I I x 1x PROTECT EX BELOW I o I �I I REMOVE EX cn R z
m m N m m I I m GRADE POWER CONDUIT I x I x I I o� DUGOUT BENG'HES I // I� \
cn v, (ASSUMED DEPTH OF m m I 01 x \ \ 6'
U' `� COVER IS 2-FT) N m I EXISTING ATHLETIC FIELD - CD x �`�
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° \ \
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J • I I \
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m m BENCHMARK TO BE PRESERVED I I I X I REMOVE
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= � I INSTALL CATCH BASIN c I 1 - cn - - m co
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w cl-SEE DETAIL ' I 1 I �� I I n � \ /
co m Q
Im '� x c 10 I �� - I I TAX P EL 2823 59133
_ cn cn x m x m X I I �cp m I I I SSMH (RE C RD)\
\ STCB PER RECOfD I cn N � m I �x x x
-- D\A�\G/ ,--- '— IE=(-1.50) I 1 � `� CO m � I I I 1 x I I x I \ J /
IP I'
1 I m� O Z I I I I �x I I N 1 �� c,)
O I �� I I I I x l I I x I I I I �X I 1 0 �� o
HI cn N m m0 CD
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O INSTALL NEW FOOTBALL FIELD. m I x x r'
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/ c� co m m FENCE AND POSTS TO
O I - I v I cn co1 INSTALL NEW GATE AND m Q /
V I X I I 1 m m
FENCE. SEE SHEET C202 cn `s
Ix I - x .0�
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LL
SURFACE PLAY can m 6 m 0 INSTALL STRAW I I
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I_— — —- - _ -- FENCE TO REMAIN
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lSTVV-
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041-3l
BID SET
PERMIT COMMENTS
ADDENDUM 1
SE
4/5/24
SURVEYED:
SE
4/19/24
DESIGNED:
###
SE
4/30/24
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY
DATE
APPR
APPROVED:_##
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
Ln
O
C)
0 10 20 40 O
N
SCALE 1 "=20' U
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
SAWCUT LINE
— —
REMOVE CURBING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
FENCING
' /
FF FILTER FABRIC FENCING
STRAW WATTLE
SW
INLET PROTECTION
IP
3
NOTE:
INSTALL CONSTRUCTION FENCING AROUND LIMITS OF
WORK TO PROTECT STAFF AND STUDENTS AND SECURE
JOBSITE. CONTRACTOR SHALL ERECT FENCE AROUND
JOBSITE AND ADJUST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZE
EXISTING PERIMETER FENCING AS SECURITY FENCING AND
THEN SUPPLEMENT ON THE WEST SIDE OF THE SITE AS
NEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT
6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINK
FENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C110.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
DEMO & T.E.S.C. PLAN
DATE:
04/19/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C102
SHEET: OF:
5 OF 34
R-429305
rn
N
0
W
I—
NTS 1
Not Used
NTS
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Used
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
TRUSS ROD 3/8" DIA TOP RAIL
W/ TENSION DEVICE 1.666 INCH O.D.
STRETCHER LINE POST (TYP)
BAR 2.375 INCH O.D.
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
6' MAX. -
POTO 8' ST PF WIRE BACKINGS USEDACING MAY BE ED I I 4"x4"MIN. TRENCH
UI BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
2' MIN.
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC -' MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30 % MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2A. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 214.00
1DR
DEPARTMENT PUBLIC WORKS SILT FENCE PR D GAZ 9/28/2018 �
Public WP,k, Adminishato, DATE
:45 AN
NTS (:Silt Fence
BRACE RAIL J TENSION WIRE -J A. i
AND CABLE ti of w�Sq BID SET
CONCRETE BLOCK �,�,�
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,7' PERMIT COMMENTS
STD WGT GALVANIZEDw„� - ADDENDUM 1
CORNER POST
43667
Construction Fenc nT� 9 ���IONAL ����
9 NO. REVISION
O�} /30 /24
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5" MAX.
DRAINAGE GRATE TRIM
GRATE FRAME _
C_ OVERFLOW BYPASS
d
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.)
m
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
ISOMETRIC VIEW
NOTES:
1. PROTECTION 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 CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
PUBLIC WORKS
STD. PURILAN - 216.30
APPR FD DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
Publ,, won: Admmmt, DATE
NTS 1 o
Not Used
SE
4/5/241
SURVEYED:
SE
4/19/24
DESIGNED:
SSE
SE
4/30/24
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY
DATE
APPR
APPROVED:
JAJ
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NTS
Inlet Protection (:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
:45 AP
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
T-30% SEE NOTE 2.3
DIMENT, ORGANIC MATTER,
ND NATIVE SEEDS ARE
APTURED BEHIND THE ROLLS
STRAW ROLLS MUST BE
PLACED ALONG SLOPE
CONTOURS
IACENT ROLLS SHALL
HTLY ABUT
2.2
8"-1D" DIA.
WOODEN STAKE
NOTES:
1. CONDITIONS OF USE
1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION.
1.2, USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES.
1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION.
1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES,
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR.
2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES.
ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 213 OF THE
THICKNESS OF THE WATTLE.
2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE
SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS
OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE
TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET.
2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS.
2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE.
2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL.
2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 314 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES.
2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE.
3. MAINTENANCE STANDARDS
3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT
TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR.
3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES
3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 213.40
URIPUBLIC WORKS APPRED:
DEPARTMENT STRAW WATTLES GAZ 9/28/2018
Nmnt W,,k: Admmisc,,t,, DATE
NTS 1 1
Not Used
CITY OF
RENTON
(D
Planning/Building/Public Works Dept.
NTS
(:
Straw Wattles
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
T.E.S.C. DETAILS
:45 AIV
DATE:
04/19/202
PAGE:
C110
SHEET: OR
6 OF 34
R-429306
0
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4/30/24
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BY
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APPR
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SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
ONE INCH DATUM
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0
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O
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LEGEND
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N 7933'06" E - 46.81'
CONTOUR (INDEX)
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CONTOUR
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SPOT ELEVATION
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T 109.36 BC 109.36
GRADE BREAK
- —RIDGE— — -
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ASPHALT PAVEMENT
CONCRETE PAVEMENT
f ►' •' : • ro.: • ' .! �' ,.'•'
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r r r r
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(SPAN IS --6 FENCE PANELS)
REMOVE EX 4' CHAINLINK
FENCE AND REPLACE WITH
NEW 8' GALVANIZED
CHAINLINK FENCE IN SE
CORNER OF FIELD PER
L'SCAPE PLANS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
OVERALL CIVIL SITE PLAN
DATE:
04/19/202
PAGE:
C200
SHEET: OF:
7 OF 34
R-429307
s
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. � — m- — -� — -�— —� — I,,_ .�. — .�. � \1% Z- �- �alr �
PER L��CAPENIR FlI D
133 RIM-
�E 1044. �k \ `
n(p� �.�\ / ATlE11So FINDF�RL ' \ \ I
I j ans� PER : I CORD : DR:. Iv:GS I. -. -1F= . =\ �_ \ \ \ \ —\— \ \ \—\ \—\� \ \ \ \ :fix \` I 3 45 \ _x \ \ \ \ o\ \ I
447.3V2 . . . -d \— \ d ` S
447.23 �. II . —
l \ \ \ \ \saRRS
d ns— d a
I cn Il : u� cn .. m : m
. . cn. a m. \ \ \ \ \:
I \ .: N I : .:. L
I
I •� \ \� : �47'4 I I I : P ZOITEM EXSTORM rn \ \ \ \ rn� \ \ \ \ \ N
. rn PR TECT 'iC:ST0 MI . CLE, NQUT RE AIN: s RbY EX�A H I SI�ITg
CL :AI�0' - RE I: X ADJUS T FIN}�i RADE : \ \ \_ E A E R TE \ \ \ \ \x \ \ \ \x \ \ \ \ \ \ \ \ \
} \�
I I x x AD .OF* TO: F. NISH: DE : n : j ELEV 4 6.7:0_ — — — — I / SOLI LOCIZ• ING-� b_P& — — — — —
I .v .v m47-� -€L 46.62: can _:— - :%' m ` ®� \ UW BELOW FINISH�RAOE� I� � �� /.� \�`
I / C0v v \ \ 1 N: . II: _.- �: I' : "' I EI,EV 445.88 (E \ \ m \ \ \ �\ \ \ m\ / \ \ m \ \ m\ \ \ °'\ \ \ m \
I 447-.70 I I. I I I /
1 I 447.6 : : I I\ \ \�` ` \ \ �\ 3� \
.� �I��� I
I
CP
cn 447:81i : P: 11ABLE CONCRETE : � .I x m m x m x m x xx o IcQ x
m
cn D Gq�JT PAVEMENT (T . F - -� i cn I N
S E ryryETAIL : g \ \ \ \ \ \ \ \ \ \ I$ KVG THE I IE \ \ \ 4 \ \ \ \ \ cQ\ \
I \ a147.90 I "I: I I I SE LJV Ai NS� va\ I\ I\\ \ \ \\ \
I I 47.81 �� I:: C21 I F R C DI 0 I IE �c I LL T
47.
II:
cu
I: II````-- f _ 1� �
Cy)' y I �� \\� \ \� \ \ \ — I — — \\ ��— I 1� S ARM SHL �TO`BE`REWDIfi DI D H\ \` ��' I\` �\ \�` ` I
o CAI 4 ° ` \�\\ ERI-_ �� m\\ m� \ \ \ \ \ ` ` �� Dx\bR�N S, D\ M S �Q \ / �E kkGwl \ P
I I, c ,I ,I \ I I UNgERDRAl PIPE m m B ST IP ED AND REMPVED THEN 8 ACING FILL SCAPE P NS I I
\ \ \ \ \ \ \ \ \ �E �rbB\4INv l�UOT001 H&A[
\I \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ P $ P . EXTI��� �PR LN I IP%ANZ �rn\\I LO OFR��QNE I A\ \ \ \ \ .\ \ \ \ \ \ \ . XUD� DRAINSTHA AZE ,,���' Q
\CU"N ` APPED ANQ fV I I\ I I \ R �v1 I S�\l - D V(� G\/ ` I\ \�6' \ '.\
LO �E;\EE\�IN
USE SHALL m m m m I ISTU B D. SEE LA / I x I x x X\\\ 11 C� � \ \ \AB�IDPLACE ( ) m 'nm m�\\f \ �\ m\ \ m\ \ \ \ \ \ \ \ \ \ I\ \ \ \ I\ \
m
449
LL
X J \ X�
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cn 1 � �
co
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.I I w �_ / 6''' P CIE- 7.7�
I I I I Z
I \ \ \ \ \ \ \I \ \ \I \ \ \I \ \ \I \ \ \ ]'' \ I °\PclE- 47.7 \ I \ \ I\ \ \ I\ \ \ I\ \ \ I\ \ \ I\ \ \ I\ \ \
I I c� I LIMIT
I I \ \ ��' \ �\ \`� \ \ \ \` \ \� \ \ \S \ \m \ \ \��\� \ \ I CONCRnWE m mlt�l T m 0� T m LI IT LI Z
I 0 m m O
II I N \ X\ \ \� \ \ \���X \ I 'A" \I \ \ \I ` : \ \I \ \� \`I' \ \ \ I -- G(r,�) I I `� m m
14, �I\CIP
x\I\\\I\x
m II cn _)� m J -�
I co 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \cn \ \ \cn \ \ \ \ J PROTECT EX CATCH B�SIN IIO
So \\;�\�\\\\I\\\\\\\\\\\�--\\\�n\ \\
.� All I I I I REMAIN.'ADJUST_10 rftQ5H I I
\ \
\`j j I\\ \\� \ \I \ \ \ o\ \ \�\ \\ II ���VC �\ \ \ \ \ \I \ — GRADE NECESSARY I O
I I " m —{— �� V I o I I -EtE 449.47(EX) STANDARD ASPHALT
\�}`X \ \ ��x\I \ \ �I \ \ \ \ ��\ \ CATCH BASIN TO CONTINU TO I PAVEMENT N
I I I 40' PIPELINE EASEMENT � m m m x I X I \ I- SEE DETAIL V
\\ \ \\ \\ \\ \\ \� \\ y\—\ \� \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \� BE USED AS CATCHMIkNT F R m
I I \ 4Z92�\\1 V)—� \—\—\'� \ \� \ \, \ \, \ \ \ \ \ STORMWATER RUNGcn & 0Lu
2
s I I I I Lu
CP m m o cs J SEE LANDSCAPE IA
�, \ \ \ PLANS FOR GRADING
X \ \ \ x c\n \ \ N \ \ iO \ \ INFORMATION (TYP) LLB
MATCH EX ASPHALT W
I�� \ \ \ \I —\ y� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \` \ GRADE (TYP) I N
--- — __ --- I
I PERMEABLE CONCR TE x x x PROTECT EX1—
I I SIDEWALK\` g\ ` \ \ �I: \ \ \ \ 1 \ \ \ \ \ ` \ \ I\ COVERED PLAY — — — — —
�i \ SEE DETAI C2 m m STRUCTURE
I \` \ \\ \ \ \ \x \ XIINAII�LE FXL \ \ \ \ ` \ \ I •
I I � I ,I m I I
\x\\X02
\ \ I ® I
,ra> m m I — — — — — —
\ EXISTING ASPHALT PLAY
/ X I� ILMTS OF
\�� OVERHEAD — — —
m x I\ \ N STRUCTURE —` 2-----------------�
I j \ \ \ I\ \ \ \ \ \ \ \ \ x\ \ \ \x
10,
N r
I / cu
I\ \ \ \ \ 1 \ \ \ \ \ `� \ \ `� \ \ \ \ NK \ X
SEE RIGHT FOR CONTINUATION
9 A' J`4 C
WA BID
BID SET SE 4/5/24 SURVEYED: SCALE:
PERMIT COMMENTS SE 4/19/24 DESIGNED:
ADDENDUM 1 SE 4/30/24 ###
DRAWN:
DJD/AJJ
43667 ONE INCH
Pl �� CHECKED: AT FULL SCALE
IF NOT ONE INCH
SSIDNAL �NO APPROVED:AJ SCALE ACCORDINGLYoa/3o/2A REVISION BY DATE APPR ###
IMPERVIOUS LEGEND
LAYER QUANTITY
X IECD
\ \
-80,255 SF
NVIT�FI�LD�
3,962 SF
;E?F'INFIEED; ;•'; ;•';
*8,185 SF
;NEW. IN'FJEL.D;•'. ;•'.
3,288 SF
L !�
3,795 SF
�.. GGNCRETEy' ':
815 SF
ASPHALT
351 SF
TOTAL NEW & REPLACED IMPERVIOUS: 12,211 SF
*NON -TARGETED EXISTING FIELD AND BASEBALL
INFIELD W/ UNDERDRAINS ARE CONSIDERED
MAINTENANCE AS REMOVAL AND REPLACEMENT
OF MATERIALS DOWN TO SUBGRADE ARE NOT
OCCURRING. SEE LANDSCAPE PLANS FOR FIELD
AND INFIELD RECONDITIONING.
Lid
0 10 20 40 O
N
SCALE 1 "=20' U
LEGEND
PROPERTY LINE
N 7933'06" E - 46.81'
CONTOUR (INDEX)
�1
CONTOUR
—19�-�—
SPOT ELEVATION
�� f TIC 109.86
T 109.36 BC 109.36
GRADE BREAK
--RIDGE------
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT
f ►' .' : • ro.: • ' .! �' ,.'•'
PERMEABLE CONCRETE PAVEMENT
r r r r
CONCRETE CURB
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP PROTECT
CONCRETE AGAINST WINTER DE-ICING SALT PER
PROJET SPECIFICATION SECTION 321313.23
NOTE:
FOR CATCH BASINS TO BE ADJUSTED (RAISED)
TO FINISH GRADE WHERE INDICATED ON PLANS,
SHIMS ARE NOT ALLOWED PER CITY OF RENTON;
CONTRACTOR SHALL USE CONCRETE COLLARS
NOTE:
FOR SURFACE WATER STANDARD PLAN NOTES,
SEE SHEET L6.01
SEE LEFT FOR CONTINUATION
452.94
I /
c4 .97 ---
00 4 2.49----
_— \ \ \
Sts cP 41
IE-(-1.50) �455—
LNDI�I IZa- -4 — �''- — I• — -ate — �.— —.I- — �- — a. — -�— —� — — — — v — —�
CONCRETgtp._ — — — — — — -—
/ 455. �,�-WALLS,/AND .-—�------------------------- ��—
.52 - " HAN�DRAIL�S R� — -- — — —
i 'SCAPE PL/A
AHBL #107
REBAR AND CAP /
.1306250.4050 \
r- E:1306250.4050
ELEV:457.41 458.04
458.10(EX)
458.14C)
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
ORCITY OF
RENTON
Nkispr
Planning/Building/Public Works Dept.
INSTALL TRUNCATED
DOMES 3e
SEE DETAIL c2io
MATCH EX ASPHALT FIRE LANE
GRADE CONTRACTOR SHALL
FIELD VERIFY EX GRADES AND
NOTIFY CIVIL ENGINEER IF
CONFLICT WITH PROPOSED
GRADES INDICATED ON PLAN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING o SURFACE WATER UTILITY
SAMorman 06/07/2024 JFarah 06/08/2024 '
DATE:
CASCADE ELEMENTARY SCHOOL 04/19/202
FIELD IMPROVEMENTS PAGE:
DR4WIN
CIVIL SITE PLAN C201
SHEET: OF:
8 OF 34
R-429308
Lu
G
R=446:P2 .�
fl"�'M
PROTECT EX STORM � .� � � .� .�
� �_ A PORTION O F THE
NW
V4-Q f
TH
E�
�L1A/'"I�-4
ZZ� C�-28; -2 N.
i 05 E., W.M.
_� _
.
I
P SE IE=443.89
PROTECT EX CATCH
CLEANOUT TO REMAIN.
\
\
BASIN TO REMAIN
ADJUST TO FINISH GRADE 6 STORM�INE
\ o
SDI,
.v
ELEV 446.80
,PER R�ECOR� DRAWINGS
PROTECT EX CATCH
BASIN TO REMAIN
PROTECT EX STORM
PROTECT�X CAC-H BASIN TO
RIM TO
.vim .�
- \ \
SD
SD
ADJUST TO FINISH GRADE
CLEANOUT TO REMAIN.
REMAIN ADJUST
1RAWIN�S �tPPRB
C� 2 R(D9=446.1$I
�, �,
ADJUST TO FINISH GRADE
FINISF� GRADE AS NECESSARY
�, LOCAT49N SHOVtq�4
x
-' Q
ELEV 446.80
ELEV 447.05
-,P RIM 446.50
CONIC SE=443.85 UNABLE TO LOCATE \
�, »�
12 MAIN LINE\11
INSTALL CONCRETE �-
- _ \
INSTALL CONCRETE COLLAR
g � � �
ans+mod a s
-
4.30) x
�R>�WING� .� x
COLLAR o�
.� ❑ � SIco
� � - - - - p, -
.� , 11. � .�
�
x
�` � \
\P x �� � q,
+ + + + + n - S ��S x IE=(- .40) o x - - - - � A,
Im �1S � end-- BnSd l - x ��l `Bx EC0585 I \ /
_ + + + +I + + + + ( )
> > 447 nS �I m
o + +p + + + + �' +`� + +� 'w+ + + _+_ i� I- I I I I I I I I L I-
x x I a 1x 1 x 1 m I I I I I I I I I I 1 1 / I F1ED�E (TY\) �t
+ + I + + I + + I + +'m+ + + + + + �_ + + I+ + + -4- + + + ,A I ID/
+ + + + �} + + I �- I -� IM-4 a' I I I I I I I I I� I I I I ICI I I I I
+ + +�- + + I + + + + I + + x
m - �- I 1 6" PP SE IE-443.93 I I I I I I "� I I I �X I I Ins I
I� +� + 00 + + °' + + m +�-+-� + -+ + + + + + + I + I+ + + {� + + + 1 1 1 1 1 1 1 1 1 1 11 I I I I I I I I I
cn > > m )� I I I I I I I I I I I �I II f� I
- + + + + +m + + + +m + +�, + + m + + + I+ + 07 + + I I I 11 1 1 1 1 I I I I I I I I I x I I I I '
1 cn N N m I XISTI NL tl IE� III I I I �4 I I III I I III I I I I f RIO46T1 II 1 1 1 1 1 1 1 1 1 .I, � I o
+ + + + I+ + + + + + + + + + *G I -I
I I I I I II I II (D EAN� T TO Rd Al I I I I I -i
No 1 + + + + �" �Q+ + I + + +I �+ + I + + + +� + I + + + I I I I I I ICI I I� I I i4L��U�T If I�VI9 Q�A@� I I I I I I I I I I � � I I N Iz
I m + + 1 + + I + + jr,` + + 1 + + + + 1' + + + x + + 1 + o + I+ + + I ` I
m I I 1 x 1 x I p � I � I• I I I I I I I I I I� � I I I \
+ + + + + + + m + +m + + +1 + + + + + + + I + + I I I I I I
I. � m �, I I
I � � °' I I I I I I I Ix I I II I I I I I I I I `� ` h6 �-
+ 1 + + I + + I + + + U)+ + 10+ + co + + n + + N+ + � + I+ + D+ + + + I I I I I I� rt rt -I -I- I-1� I I �` 4
II� 1+ + + + + + + + I + I + +I + �} + + _ N °' co + + + + �
)� 1 m 448 cn I m III III 1 1 1 1 1 1 1 1 1 1 4� 1 1 1 1 1 Im 1 1 1 1 Im 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 I (.0
I I I 1 1 1 0 1 1 I 1 1 1� I I I �,�, 1/ f I I I a I I � I I I E I I I I '
m I + + �i + x-+ + + + I .- -' -- - 4-1 -�41s1 1 +i1 rt 1-T I I HIV+� I� I I I I I I I I I I I I I I I I I i I I I I I
Q+ u `r - 'w� + + + + I+ EXISTING ATHLETIC FIELD WITH UNDERDRAIN + I I I I I I I I I I I I I I I I \
XI x �' m -�' m-- STORM SYSTEM TO BE RECONDITIONED WITH I I 1 I I 1 1 I I I I �I> I I I I
I IN + +c" +_ �� - " - - ' ern TOP 3" OF SOD, ORGANICS, AND DEBRIS TO I IIE D R 11 Q, R I I I� I I I 1 I �CTI I d d�T NLI�PI I I I I I I � \ \
FENCE WITH NETTING BEHIND FIELD - -1 + + I+ + I1 + 1 + + I + I BE STRIPPED AND REMOVED THEN PLACING FILL + �NQSICf4� 4A §I II I I� I III I I�`�REIL�SIC� I I IIIIIII r\
11 GOAL POST AND PERIMETER FIELD 1 I � MATERIAL TO BRING FIELD UP TO FINISH GRADE I I I b l I I I I .�-
m: _ -FENCING PER L'SCAPE PLANS +I +� + i + + +I + I PER PLANS. EXISTING UNDERDRAIN PIPES AND + IIIIIII %' I I I I I I I I I ICI I I I� IIIII j IIIII I
+ + + + + + I + + + +
I - I m I I SECTION BELOW OF ROOT ZONE MIX AND SAND IIIII I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 11 IIIIIIIIIIIII
1 T + + + �+ +cmn + + + + + �m + +m TO REMAIN WITH SUB -GRADE NOT BEING + I I I I I I I I I I I I I I I I 1 11 1 1 I 1 I \
+ I + 1 I + I +-ap + + + + + U + DISTURBED. SEE LANDSCAPE PLANS. +
�� I I T P• EL 28 3059 4 m
+ IN z I+ x{- 1+ `?d- +x +I + + 1 `r& + a� + I + m + 5 I I I I a� I I
I - + I � o o I + + 1 + I + + + + +x + + + + + x + I + lxt 1� ' T I+ + I I I I I I � I I I 1 1 1
� m m I I m 449 - 4- I I I I I xl 1 1 1 1 1 1 1 1 1 1 1 I I �I ICI I I I I \-
cn + co � �� + � + + + + +o' + + + + +m + + I I I -I--�1 I I II
SO° 49= 21 "W 236.60'
I N - + I + o I + + I + I + � cn + + + jrt - + m + - k + _ h-I J- I LL I I I I I I
+ 1 cn m II- I I- I- 11 1 1 T I -
I1 -. � �} + + � + � + + + + +N + + - �m + + m - -I-1 I I I I I I I I I I I I I I I I I II
I aw�I� �Q1 +� + I + + I +_ + I- Tom_ + --1 -�+ --I + I+ + + + 1 I 1 IIIII 1 �1 I I 1 �1 I I I IIIIII
m\ - cA- >LD_ - + + o + + + + + +� + + + TIC PARS L 2$23051 3 +
PROTECT EX CATCH BASIN TO REMAIN. - f I 1 Q I l I I I I I `� I I
+ c�i� REPLACE EX GRATE W SOLID LOCKING+ fii + + m 1 Q 9� 1 I ! I II I 11 I I I I \ /
P LID AND BURY BELOW GRADE. `n °' x _rx I x m I I I I �� I I 1 1 1 1 1 1 I I I i1 11 1 IIIIIIIIIII ssMH�(R®RD) \ /
I ` _ + (r,HWING� `+" + + + `�' + + + cn m +m + +cn + + 1 F + I + +� +
RIM ELEV 448.00 +140) 1 + + I + + 1 + + �� + + 1 + + + �+ + �+ ��+ I + + m+ + + + m+ +
m I I I I I I I I
REMOVE EX COLLARS AS NECESSARY. I r' I `� �, i4
m LA 6)I I I I I
Z + I+ CONTRACTOR SHALL VERIFY EX RIM + + + + + i� x +1 + + I + 'o +1 + +u) + + + +ccn + + +
�j + m + AND PIPE ELEVATIONS AND NOTIFY + I + + I + I + + I EX STING ATHL TIC FI I�D x + + I+ +x + + I+ + I+x + I+ + + 1 `l" I 1 1 1
0 CIVIL ENGINEER IF CONFLICT TYP 04m I I I ' F'' IIII I I Ip I o /
+ (TYP) + + + + � + -i + + +1 + +I + +m + +I + +I + +1 + + 1 + + + 1 1 1
AHBL 108 + 1 + + + + + + + + + + + I + + + + + can + m + + m+ + cn+ + + + 1 I
NAIL AND WASHER O Q 1 I 1 0 z
N:170236.5830 + _ + + + �+ + p 450 �p + �� -4- +- 1k m+ + + m + + m + + m �+
Z E:1306453.8050 + + + + x+ + x + + I + 1 + �oi�+ �, + �+ + �+ + ( + r�5 + � + s + x + r
ELEV: 449.26 m m I x -� I
+ + + + + + + I+ + +- +I + + +I + + 1' + I + �+ I + + I + 1 +� 1 +
Z+�^�- + + ++ + + + m + + N n� + N + +� + /+ �+ + m+ I + + I+ + m+ + I+ + I+ + I� + " + + ,I oo
0 + + + + + � �1+ + + + + +� + i + Q� + r METAL BLEACHER SEATING + + I + +1 + + I + + + + + o /
V + + m*rCH E* SPHALT + Imo+ + + + 1 + "+ + 1 + I + + + , I + + `In + + I -IPER USCAPE PLANS + m+ + m+fir + m� + s + + + + ,4, Q
+ + RA ( m + 1+ +�+, � + + + + " + + + i I+ +' + + .t t +I + +� +cn + + + `n + + co + + o
I + cn m + + + m + + m + m + + I + + 1 + + I + I + II j + I + BS 451.22 + + I + x + i+ + + x + + i �, x
0 + I + + 1 + + 1 + + I+ + + + m �+ o+ +m CONCRETE STAIRS, CHEEK+ + + + + + I + + 1 + + I + - 451.10 6'
LPL + + + I + + + + I + + I + + + (n + + WALLS, AND HANDRAILS + + + + + + + - BS 451.25
451.81 �. PERMEABLE CONCRETE
PER USCAPE PLANS i L4-� � �' + 10 STAIR RISERS tI + + + _ SIDEWALK
450.89
LIMIT ( ) CONCRETE STAIRS,
N , LIMIT .� v I .v .v I �. I �, I \ 451.00 � - �451-+- - - - + + + + SEE DETAIL
�HEEKWALLS, AND
.� .� v. ANDRAILS, PER �c
I
10
451 a 451.42 456.06(EX)- -454- - 14, - \1, - � -� - - �, - �- -� - �, - �,- -
�' L'SCAPE PLANS
W o 451.62 % - - _ � I I 5.) -
.� \'o .� v - a-- - •� - L410) STAIR TS 456.33-
W �� _ l� �� - llWl� llWl� llWl� llWl - RISERS @
STANDARD ASPHALT
O 1 35' 451.29 6.1" EACH 456.50(EX) 456.52(EX)
LN _ - - - - o - _ PAVEMENT c 451.94 `I' x/-m s - -5}- �/ CONCRETE MATCH OF CURgX TOP
c� SEE DETAIL PERMEABLE CONCRETE 452.02 ��� �� I �I / SIDEWALK ELEVATION MATCH EX TOP
a � 2 /�� !'� OF CURB
� m c210 SIDEWALK \ I I �,/ / �� SEE DETAIL
o o SEE DETAIL 1 , 8 ELEVATION
Q w e
m o 8 DO NOT REMOVE EX c210 \
ck� N m \ c210 UNDERDRAINS TO REMAIN
INc THIS AREA (TYP)
BARS R / r O2 r'x � I I
- - / 452.58
RULESA/
PLAYGROUND
\ EX SO
SURFACE PLAY
452.31
iHOOP
452.28(EX)
O
m
REMOVE/RELOCATE EX �� /� � ccn/ / / SSMH 2646 RIM=452.05
BASKETBALL HOOP AND �\ _ - o / � // / 8" PVC W IE=445.4t
POLE. COORDINATE W/ �( 8" PVC NW -SE EXISTING PARKING LOT
EXISTING ASPHALT PLAY /`
SCHOOL DISTRICT
I MATCH EX
ASPHALT GRADE
FENCING AND
GATES PER L'SCAPE �' B
\ PLANS (TYP) .I m
452.45(EX) V�
J
--P P� EX UNDERDRAINS THAT ARE
-454- - - _ _ _ - - CUT AND CAPPED AND NO
LONGER IN USE SHALL BE
ABANDONED IN PLACE (TYP)
6T
X x /
M
I
ti
43667 Q)
`ISTV'V-
NAL E
o�/3c
061
CENTER CHANNEL=445.01
LADDER NE
EX UNDERDRAINED
FIELD CONVERTED TO
PERVIOUS LAWN (TV01
M
BID SET
PERMIT COMMENTS
ADDENDUM 1
r-_
SE
4/5/24
SURVEYED:
SE
4/19/24
DESIGNED:
###
SE
4/30/24
DRAWN:
DJD/AJJ
CHECKED:
JAJ
BY
DATE
APPR
APPROVED:
##
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
IMPERVIOUS LEGEND
LAYER QUANTITY
` EX FIELD *78,555 SF
F_7 EX INFIELD 0 SF
PERMEABLE CONCRETE 2,557 SF
CONCRETE 723 SF
ASPHALT 415 SF
*7,210 SF
TOTAL NEW & REPLACED IMPERVIOUS: 3,695 SF
*NON -TARGETED FIELD AND BASEBALL INFIELD W/
UNDERDRAINS ARE CONSIDERED MAINTENANCE
AS REMOVAL AND REPLACEMENT OF MATERIALS
DOWN TO SUBGRADE ARE NOT OCCURRING. NEW
GRASS AREA IS PERVIOUS AND EXCLUDED. SEE
LANDSCAPE PLANS FOR FIELD AND INFIELD
RECONDITIONING.
"R
CITY OF
[-"&� I RENTON
Planning/Building/Public Works Dept.
C)
Ln
O
O
0 10 20 40 O
N
SCALE 1 "=20' U
LEGEND
PROPERTY LINE N 7933'06" E - 46.81'
CONTOUR (INDEX)
CONTOUR -109-
SPOT ELEVATION -//- TC 109.86
109.36 BC 109.36
GRADE BREAK - -RIDGE- - -
VALLEY
ASPHALT PAVEMENT
CONCRETE PAVEMENT f ► • • ro• ! y' q•
PERMEABLE CONCRETE PAVEMENT r r r r
CONCRETE CURB
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY -LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP PROTECT
CONCRETE AGAINST WINTER DE-ICING SALT PER
PROJET SPECIFICATION SECTION 321313.23
NOTE:
FOR CATCH BASINS TO BE ADJUSTED (RAISED)
TO FINISH GRADE WHERE INDICATED ON PLANS,
SHIMS ARE NOT ALLOWED PER CITY OF RENTON;
CONTRACTOR SHALL USE CONCRETE COLLARS
NOTE:
FOR SURFACE WATER STANDARD PLAN NOTES,
SEE SHEET L6.01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
I wj
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
CIVIL SITE PLAN
DATE:
04/19/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C202
SHEET: OF:
9 OF 34
R-429309
0
LO
0
0
0
N
A,
u
R-429310
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
N
0
W
o„
EXISTING PARKING LOT
uJ v
GATE SCHEDULE
GATE TYPE
QTY.
ITEM
DETAIL
DESCRIPTION
A
3
CHAIN
LINK
GATE
2/L4.04
3'-6" WIDE SINGLE LEAF, 6'
HT.,
BLACK VINYL —COATED W/ 2"
MESH
B
2
CHAIN
LINK
GATE
2/L4.04
4'-0" WIDE SINGLE LEAF, 6'
HT.,
BLACK VINYL —COATED
C
2
CHAIN
LINK
GATE
3/L4.04
12'-0" WIDE DOUBLE LEAF,
6' HT.,
BLACK —VINYL COATED
E
1
CHAIN
LINK
GATE
3/L4.04
22'-0" WIDE DOUBLE LEAF,
6' HT.,
GALVANIZED W/ 2" MESH
N0.
of-----
;
I
o
�[!INlII'
!Ilflll�Il�
MasI�i
II
-
-----I -
VI
I
I
I73 II
EXISTING
PARKING
• • � 11 _ `���>•►® .9���--,!'�. ,. II
lq
BID SET
PERMIT COMMENTS
ADDENDUM 1
REVISION
)D
EB 4/05/24 SURVEYED:
EB 4/19/24
DESIGNED:
EB 4/30/24
DRAWN:
EB/AM
CHECKED:
Ty
BY DATE APPR APPROVED:
AR
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: HAD 1983/1991
DATUM
SYMBOL ITEM DESCRIPTION
ASPHALT PAVING REFER TO CIVIL.
" CONCRETE PAVING SEE SITE PLAN FOR LAYOUT AND PATTERN. SEE
EXPANSION CIVIL, DETAILS, AND SPECIFICATIONS FOR
s JOINT ADDITIONAL REQUIREMENTS.
SCORE JOINT
PERMEABLE CONCRETE PAVING SEE SITE PLAN FOR LAYOUT AND PATTERN. SEE
EXPANSION CIVIL DETAILS, AND SPECIFICATIONS FOR
JOINT ADDITIONAL REQUIREMENTS.
4�SCORE JOINT
SEE SITE PLAN FOR LOCATIONS, SEE DETAILS 'G'
INFIELD SKIN MIX AND 'H' ON SHEET L400 FOR LAYOUT AND
PATTERN. SEE SPECIFICATIONS.
o PLAYERS BENCH
SEE SITE PLAN FOR LOCATIONS, SEE DETAIL 'A'
ON SHEET L401 AND SPECIFICATIONS. INSTALL
PER MANUFACTURER INFORMATION AND
INSTALLATION REQUIREMENTS.
3 ROW
SEE SITE PLAN FOR LOCATIONS. INSTALL
PREMANUFACTURED
PER MANUFACTURER INFORMATION AND
BLEACHER
INSTALLATION REQUIREMENTS.
5 ROW
SEE SITE PLAN FOR LOCATIONS. INSTALL
PREMANUFACTURED
PER MANUFACTURER INFORMATION AND
BLEACHER W/ADA
INSTALLATION REQUIREMENTS.
COMPANION SEATING
O TRASH RECEPTACLE
SEE SITE PLAN FOR LOCATIONS. INSTALL
PER MANUFACTURER INFORMATION AND
INSTALLATION REQUIREMENTS.
6' HT. CHAIN LINK FENCE,
SEE SITE PLAN FOR LOCATIONS, SEE DETAIL
BLACK VINYL —COATED
'D' ON SHEET L401 AND SPECIFICATIONS.
---- 10' HT. FENCING W/20'
SEE SITE PLAN FOR LOCATIONS, SEE DETAIL
NETTING
'5' ON SHEET L404 AND SPECIFICATIONS.
SOFTBALL BACKSTOP
SEE SITE PLAN FOR LOCATIONS, SEE DETAIL
'1' ON SHEET L400 AND SPECIFICATIONS.
++++ EXISTING CHAIN LINK FENCE SEE SITE PLAN FOR LOCATIONS, SEE DETAIL
'C' ON SHEET L401 AND SPECIFICATIONS.
GENERAL NOTES
1. DO NOT SCALE DRAWINGS.
2. REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY, HORIZONTAL CONTROL, AND ADDITIONAL LAYOUT
INFORMATION.
3. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK.
4. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS
FROM DOCUMENTED ON —SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS
SPECIFIED SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES
REQUIRED.
5. STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM GRIDLINES, FACE OF BUILDING WALL, BACK OF CURB
OR COORDINATE POINT AS SHOWN ON PLAN.
6. WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS TO ASSUME THEY ARE 0" (E.G. 12' = 12'-0").
7. MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, RAMPS, WALKS, SITE FURNITURE, ATHLETIC EQUIPMENT,
ETC. FOR APPROVAL BY ARCHITECT, PER SPECIFICATIONS, PRIOR TO INSTALLATION.
C TY OR
RENTON
•
Planning/Building/Public Works Dept.
SCALE: 1 "=50'-0"
mmm
0' 25' 50'
100,
fora
1430 NE 65th Street
Seattle, WA 98115
t:206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
PLANNINGCURRENT
+®+
Ming 06/01 4
AFNTO?
FIELD IMPROVEMENTS
OVERALL SITE PLAN
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L1.00
SHEET: 1 1 OF 34
0
Nt
O
O
Nt
N
N
u
R-424311
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
"
IL Y V - - - - - - - - - - - - - - - - - - - - - - - - - -
N I \ -
6' 0"
_ HREE ROW - - — —--------- ___----- - -
" 4
BLEAC -
GATE TYPE A, EE " `",".; „- ti `"" SPECS, _TYP. TRASH RECEPTACLE,TYP - - - - — G-
y„ ,.qH4 ..gNti ..
� GATE SCHEDUkE " a"p" "' "" ,�"�y--, R�9�/ID.E_NEW TOP RAIL FOR �7 445� �✓/
_ --- _--- W 4 -_ _ WIDE PANELS OF -EXISTING-8-H�- £-I-AJ�I
LJJ / N " ,,.""`-,," � - -LINK- FENCING -ON EAST-PgOPE TY - 46—
�44 -� I N R LINE
WHERE EXISTING FENCE_TOP RAIL
IITG - - - - ---
MISSING, FENCAT FRONT FIRE LAND -
""�y" DUGOUT, TYP. IRST 1 2 3 4 GATE AND PROPERTY LINES SHALL BE r
AND THIRD BASELINE S GALVANIZED. ALL OTHER FENCING SHALL
BACKSTOP, ALL BACKSTOP AND OF BACKSTOP, ALL L4.02 L4.02 L4.02 L4.02 BE BLACK VINYL/POWDER COATED, TYP.
DUGOUT FENCING TO BE BLACK
VINYL/POWDERCQATED W " DUGOUT AND BACKSTOP
/ 21 1 FENCING TO BE BLACK
MESH,, TYP. VINYL POWDERCOATED W SD(R)- R�
L4.00 .03 / / aHE ,o
L4
2" MESH-, 7.,
►I
165 X105 YOUTH
- - — — SOCCER SHOWN ---FOR
REFERENCE ONLY
44Em
_
I
I I �
.,I 3 I
I \ INFIELD SKIN MIX L4.01
I448 I Em
I BASE LAYOUT 4.01 I
5 I I I r—
y REMOVE ND RAUL FENCING ON
fil NORTH P OPERTY LINE AND INSTALL NEW 6' CHAIN LINK I
FENCING, GALVANIZED W/ 2" MESH. FRONT FIRE LANE GATE I
AND PRO ERTY LINES SHALL BE GALVANI ED. ALL OTHER 200' OUTFIELD
FENCING BE BIACK VINYL POWDER COATED, TYP.
1 I
I
L4. I
\ 44 9
r—
I LIMIT OF WORK, TYP. I
I\ e --- -----_ ---------------
44
— — SAWCUT EXISTING - 4�
I ASPH - _
I THIS LINE - r
I LIMIT i LIMIT
I �IMIT LIMIT
I
PERMEABLE CONCRETE EXISTING ASPHALT REFER ASPHALT PAVING,
PAVING, TYP., REFER TO TO CIVIL DEMO PLANS FOR
SEE CIVIL.
CIVIL SAWCUTTING NORTHEAST OF
EXISTING COVERED PLAY r F--
45 0—
byo TIE INTO EXISTI
- FENCING IN THE
APPROSXIMAT
LOCATIONS
I — -
�I
--- --
451 ASPH
SAW,
I-------- �� ASF
w w
v,
I LLJ 165, X105 YOUTH z z
I SOCCER SHOWN FOR J J
'w. REFERENCE ONLY = _
I m
U U
�452---- —452 N
O O
>- —
I _ J J
I
I 6'-0"
°
�I CONTINUED TO RIGHT, THIS PAGE
BID SET
EB
4/05/24
SURVEYED:
SCALE:
PERMIT COMMENTS
EB
4/19/24
DESIGNED:
ADDENDUM 1
EB
4/30/24
DRAWN:
EB/AM
ONE INCH
CHECKED:
TY
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
AR
CONTINUED O LEFT Lo
O
—---453= --- O
_.454------
2 — 3 -------------- O
_ CRETE RAMP B, L4.05 L4.06 �
REFERT9-CWFL - — ------ --- N
— ---- -LIMFF�IMfF - --L+T- L�Mf—T U
LIMIT OF WORK, TYP.
I
C CRETE RAMP A, 2 3
FER TO CIVIL L4.05 L4.06
REMOVE AND HAUL OFF EXISTING SECTION OF 4' FENCING AND
INSTALL NEW 6' CHAIN LINK FENCING, GALVANIZED W/ 2" MESH.
FRONT FIRE LANE GATE AND PROPERTY LINES SHALL BE
GALVANIZED. ALL OTHER FENCING SHALL BE BLACK
VINYL/POWDER COATED, TYP. 1
L4.04
NEW FRONT FIRE LANE
GATE, GATE TYPE E, SEE
GATE SCHEDULE ON 1-1.00
PROVIDE CONCRETE MAINTENANCE
PADS AROUND DEMOLISHED PIPE 1
NG GATE FOOTINGS TO EXTENTS SHOWN L4.05
SE HERE, SIMILAR TO 1/L4.05, TYP.
E
CUT OFF EXISTING PIPE
GATE AND POUR NEW
MAINTENANCE PAD OVER
IIMIT -- TOP OF EXISTING PIPE
GATE FOOTINGS
r-
'� TIE INTO EXISTING
FENCING IN THIS
1. b19g APPROSXIMATE
IMS LOCATION
VERTICAL: NAVD 1988
C T Y 0 F
HORIZONTAL: NAD 1983/183/1991
IWO RENTON
DATUM
Planning/Building/Public Works Dept.
OF W A,,
N�f7J'As
M�1G
�P ��\1 1U6 SSF2 Z
SCALE: 1 "=20'-0" Q
1430 NE 65th Street v 20 dti` V
Seattle, WA 98115 2�s �3s ExP.6ppbo
0' 10' 20' 40' t:206-322-1732 CgPE ARG�
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SITE PLAN ENLARGEMENT
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L1.01
SHEET:
R-424312
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
y. --
�,
_ - ---
N _----- --- 442 ---_
— -IN TO EXISTING FENCING AT PROPERTYZNE-PR@WDE-NE1N--442 - — - _ - - _ ---- - - _ �_ \
- FENCE PANELS ALONU- PROPERTY -NNE ON -NORTH AND SOUTH — - - - - — - —441- - - -----__- - - 442
-
SIDES AS-i<tEEDEB�-TO- P�D�LLDE END POST WHERE SHOWf� - - —
-----_-_--- -�\ �� �
- ------
0--- 4_43,
G-�-r---- -------------- I
-TIE OTOXISTIN4 FENCE-4ND PLL
6' HT. BLACK VINYL - - - - -446-_
CHAIN LINK FENCE W/ - REMOVE AND`IAUL-OFF EXISTIN�SECTtAN--AF 4-F A \
1" MESH, TYP.
L4.04 INSTACt- N , iAIN LINK�F NCING-GALVANIZED-W/-2"-MASH-
- SD SD SD \ SD ON EAST PROPERT' LINE. FRONT FIRE LANE GATE AND PROPERTY - \
LINES SHALL BE GALVANIZED. ALL OTHER FENCING SHALL BE -\ \
MOW STRIP 1 _
_ _ BLACK VINYL/POWDER COATED, TYP.
AT FENCE
- - - - -- E
------ -- TYR SE
D j GATE SCHEDULE ON - - - - ----
L1.00 447-------
HE��E (rrP
o
_ -447 .
p p p p
p - Q
II T- II-9 �f r�p p p p p p-------- -- / \
/ / CP
_ --- --_ p p p p p p p p p p p p p p p p p 9��J�' v I \ �
ppp pppp pppp pppp pppp CIO \
v, p p p p
___ -----
0
_ _ _ _ ___--_____________ _ \
-
448 0 I
- - - - - - — _ T. BLACK VINY FENCING I
- W/ MESH 20 HT. a
p p p p p p p
II II II II-- - _
p p p p p - - - _ _ - L4.04 L4.04 NETTING, 12 , LENGTH I \
p p -T p p p p p p ED ON GOAL OST, TYP. /
pp pp
- p p - pp
pp
- p
pppp p pp
p p \
r—
�� p p p p I
I
I FOOTBALL 2 1 MOW STIR P
AT FEN E I
GOAL POST .03 L4.05 FOOTBALL SOCCER
u _
AND LACROSSE
STRIPING SHOWN F R \ "�
N,
REFEREN E ONLY 2 FOOTBA L / 15,
4.03 GOAL POT
I 449-
_ 449- -
10' HT. BLACK VIN L FENCING
W 1" MESH W 2' HT. - 5 p p p p p p p p p p p p I J
/ / pppp pppp p pp pp I 1
NETTING, 12� LEN TH - I t4 04 L4.04 ii I p p p p p p p
CENTERED ON M POST, I
I
T _ _
gG #1QS r—
�— I
_ _ -] C O
_� 0 0 -
- NAIL :AN _0 __ -_ �
E:13 Q
E :V449.26 450 � � 0 � 2
EXISTIN PLAY A EA RELOCATED =_ _ G 0
° FROM IS AREA, SEE CIVIL =__ ---- I
�- GATE TYPE B, EE
p p p p 0 p p p p p p p p p p p �V
p p p p p p p p p GATE SCHEDUL ON p p p p p p p p p TIE INTO EXIS NG FENCE �
p p p p p p L1.0
p p p p p p p p p p AN PROVIDE NEW END POST AND
p
--------------------------------- MOW, STRIP 1 T ASH RECEPTACLE, PANELS ALO EXISTING
---I
- - ----AS NEEDED
-° TIE INTO EXISTING ---
JJ
45 FENCE AND PROVIDE 4 2 '
- N�-� �T 5 L4.06 CONCRETE STAIR I 'r 6 I
R, _ - - - - -
" " "
"
5 ROW BLEACHER,
LIMIT � - a" " ,. - " SEE SPECS.... 451
ASPHALT PAVING, 6' HT. BLACK H " ---- ------------------ ----- -
in CHAIN LINK 1 451 N—~ roa" —_——454-453--------------------454---- —
SEE CIVIL. H` - - -
LIMIT OF WORK --- ----------- ----- --
SAWCUT EXISTING LrtN1CT--- - ,-H /75°�� IWI lIW
-- ' " � 456
" �� llWl� I� Lim-
ASPHALT ALONG _o a 4"ap"p" "/ "`'� - / / / , llWl� 11 111 l
" 6 HT. BLACK VINYL FENCING 1 „
w w THIS LINE 0 ""10'y 4g10'` 5 , TYP. LO �w 1 17 -9
Z Z '�-- "H`�, v"p" N�aH "-ary � - - I / % / W/ 1 » MESH, TYP. L4.04 ,
451- /'00 / / EXISTING 67-LIMIT OF WORK, GATE TYPE B, SEE
J J r' o CONCRETE CHAINLINK TYP. GATE SCHEDULE ON
STAIRS W/ 4 1 FENCE TO L1.00
(� (� / CHEEK WALL
0 L4.05 L4.06 REMAIN, TYP. 6, HT. BLACK
~ ~ / /// L4104 VINYL CHAIN
LINK FENCE W/
75
-0III \\\\ 1" MESH
� L
0 0 0 0
N _� 452 III
J J
III+ o D� o o'
L GATE TYPE C, SEE
0 0 0
19° I + _
- - - - GATE SCHEDULE ON TIE INTO EXISTING
L1.00 FENCE AND PROVIDE -
i�� NEW END POST
y / EXISTING 6'
CHAINLINK
/ PERMEABLE CONCRETE // FENCE TOREMAIN, TYP.
1 6 HT. BLACK -- - - - - --
PAVING, TYP., REFER TO CIVIL //
CHAIN LINK
L4.04 FENCE, TYP. — - //JP
MOW STRIP--, TIE INTO / 4/ VEYED. E: °°-
- _ ��4FENCE � EXISTING /// VERTICAL: NAVD ,s8s
�- PERMIT COMMENTS EB 4/19/24 HORIZONTAL: NAD 1983/1991 C TY O E
1 FENCE AND DESIGNED:
NEW -END POST PROVIDE ADDENDUM 1 EB 4/30/24 P E N TO N
DRAWN:
EB/AM CHECKED: ONE INCH DATU M
----- I
Ty AT FULL SCALE Planning/Building/Public Works Dept.
NOT ONE INCH
N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
AR
OF W A SN
SSF2 Z
SCALE: 1 "=20'-0'1 Q
1430 NE 65th Street v 20 dti` V
Seattle, WA 98115
t:206-322-1732
0' 10' 20' 40' CgPE ARG�
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SITE PLAN ENLARGEMENT
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L1.02
SHEET: 13 CF 34
O
O
O
N
N
u
R-424313
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
T�
V J
N
6
W
I-
1640, HELD (08122)
NO.
BID SET EB 4/05/24
PERMIT COMMENTS EB 4/19/24
ADDENDUM 1 EB 4/30/24
REVISION
BY I DATE
. . . ....
. ........ ..�Y�Y� �Y�
. . . . . . . . . . .,I Yl
Y Y Y
AT NORTH�Y�Y�Y'
-OOTBALL
Y Y�Y�Y
Y YAAY Y ut
..... _ _ Y Y Y Y Y/ I I I I $-_Y�Y�Y�Y�*
Y/,Y/,Y/,Y/Y
Y�Y�Y�Y�Y
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Y
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. ........ - Y Y Y l
.
�Y�Y Y�l
. ' �Y �Y�Y�
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Y Y Y Y
...
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. - Y�Y�
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Y Y�Y�Y
. _ m f�Y Y�Y�Y F _
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. Y %%y _
Y�Y�Y�Y
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MENTSY'Y'Y'-
AY Y �Y�
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-Y Y�Y�Y� 1
d0 ,Y�"YAY I
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..• _ .____ Y Y Y� 1
Y � AYAYAYA�n r,l
_ Y Y Y Y Y `r `r Y \ I
to
I
I
SURVEYED:
DESIGNED:
DRAWN:
EB/AM
CHECKED:
Ty
A P P R APPROVED:
AR
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PANT SCHEDULE
SYMBOL QTY BOTANICAL / COMMON NAME
ell mi inn
9
® 48
DO 28
® 10
LAWN
�Y�Y� 47,737 SF
Y Y
W W W 74,492 SF
76,821 SF
ARBUTUS UNEDO
STRAWBERRY TREE
MAHONIA AQUIFOLIUM
OREGON GRAPE
PRUNUS LAUROCERASUS
'SCHIPKAENSIS'
SCHIPKA LAUREL
RIBES SANGUINEUM
RED FLOWERING CURRANT
LAWN - HYDROSEEDED
LAWN- SOD
SIZE CONDITION/REMARKS
MIN. 36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAT
MIN. 30"-36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAI
MIN. 36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAI
MIN. 30"-36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAT
SEE SPECIFICATION
SEE SPECIFICATION
PLAY FIELD LAWN - DRILL SEEDED SEE SPECIFICATION
PLANTING NOTES:
1. ALL LANDSCAPE AREAS SHALL HAVE ADEQUATE DRAINAGE.
2. REFER TO CIVIL PLANS FOR NEW UTILITY WORK. CONTRACTOR RESPONSIBLE FOR PATCH AND REPAIR OF ALL EXISTING
LANDSCAPE AREAS DISTURBED BY CONSTRUCTION WORK UNDER THIS CONTRACT.
3. REFER TO PLANTING AND SEEDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS, INCLUDING EXTENDED MAINTENANCE
REQUIREMENTS.
OF W AS
N�f7J RASSM�1G
coP ��\1 1U6 SSF2 Z
SCALE: 1 "=50'-0" for
Q .
1430 NE 65th Street v 20 dti` V
Seattle, WA 98115 2�s �39 ExP.617,9
0' 25' 50' 100, t:206-322-1732 cgPE ARG�
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
' SAMorman 06/07/2024
CURRENT PLANNING
Ming 06/07/2024
DATE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C TY OF CASCADE ELEMENTARY SCHOOL 04/19/24
FIELDBOOK:
R E N TO N FIELD IMPROVEMENTS PAGE:
DATUM DRAWING N0:
Planning/Building/Public Works Dept. OVERALL PLANTING PLAN, SCHEDULE & NOTES L2.00
SHEET: 14 OF:34
0
LO
11:1-
O
0
N
I,
u
R-424314
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
PROVIDE IMPORT TOPSOIL O O O O O 0
■ �I o
AND SEED T L MITS ° ° 1
°°
Lt
O 000 �_;�
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SAMorman 06/07/2024
c CURRENT PLANNING
CONTINUED TO RIGHT THIS PAGE Ming 06/07/2024
BID SET EB 4/05/24 SURVEYED: SCALE: DATE:
VERTICAL: NAVD 83/1 C TY O F CASCADE ELEMENTARY SCHOOL 04/19/24
PERMIT COMMENTS EB 4/19/24 HORIZONTAL: NAD 1983/1991
DESIGNED:
FIELDBOOK:
ADDENDUM 1 EB 4/30/24 �
DRAWN: EB/AM R E N TO N FIELD IMPROVEMENTS PAGE:
ONE INCH DATUM DRAWING NO:
CHECKEDTM AT FULL SCALE Planning/Building/Public Works Dept. L2�01
IF NOT ONE INCH PLANTING PLAN ENLARGEMENT
NO. R EV I S 10 N BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY SHEET` 15 OF: 34
R-424315
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424316
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BID SET EB 4/05/24
PERMIT COMMENTS EB 4/19/24
ADDENDUM 1 EB 4/30/24
REVISION
i
a� II II II \ 1
II III II
SURVEYED:
DESIGNED:
DRAWN:
EB/AM
CHECKED:
Ty
BY DATE AP P R APPROVED:
AR
SOIL
PLAN LEGEND
SYMBOL
SOIL REQUIREMENTS (DEPTH, TYPE, ETC.)
7 7 7 7 7 7 7 7 7 7'
STRIP SOD, ROOTS AND STICKS FROM SURFACE TO
00000 00000 0
7 7 7 7 7 7 7 7 7 7 7 7'
MINIMUM 3" DEPTH AND HAUL OFF, AFTER STRIPING
00000000000
INSTALL IMPORT FIELD TOPSOILS AS NEEDED TO
00000000000
MEET FINISH GRADES SHOWN ON GRADING PLAN
AFTER SETTLEMENT IS ACCOUNTED FOR. DEPTH
VARIES BASED ON PROPOSED FINISH GRADE. ALL
AREAS SHALL RECEIVE AT LEAST 3" OF IMPORT
FIELD TOPSOIL, WITH ADDITIONAL IMPORT FIELD
TOPSOIL ADDED AS NEEDED TO MEET PROPOSED
GRADES.
STRIP SOD, ROOTS AND STICKS FROM SURFACE TO
MINIMUM 8" DEPTH AND HAUL OFF, AFTER STRIPING
INSTALL 4" DEPTH SKIN MIX ON TOP OF MIN. 4" DEPTH
BASE SAND AS NEEDED TO MEET FINISH GRADES
SHOWN ON GRADING PLAN AFTER SETTLEMENT IS
ACCOUNTED FOR. DEPTH VARIES ACCORDING TO
PROPOSED FINISH GRADES.ALL AREAS SHALL RECEIVE
AT LEAST 4" OF SKIN MIX AND 4" OF BASE SAND, WITH
ADDITIONAL BASE SAND ADDED AS NEEDED TO MEET
PROPOSED GRADES.
REMOVE EXISTING INFIELD SKIN MIX, TO MIN. 6" DEPTH
AND INSTALL IMPORT FIELD TOPSOIL AS NEEDED TO
MEET FINISH GRADES SHOWN ON GRADING PLAN AFTER
SETTLEMENT IS ACCOUNTED FOR. ALL AREAS SHALL
RECEIVE AT LEAST 6" OF IMPORT FIELD TOPSOIL, WITH
ADDITIONAL IMPORT FIELD TOPSOIL ADDED AS NEEDED
TO MEET PROPOSED GRADES.
STRIP SOD, ROOTS AND STICKS FROM SURFACE TO
1=III=III=III III -III MINIMUM 3" DEPTH AND HAUL OFF, AFTER STRIPING
III III —III —III —III —I
I—III—IIIIIIIII—III IMPORT TOPSOILS AS NEEDED TO MEET FINISH GRADES
SHOWN ON GRADING PLAN AFTER SETTLEMENT IS
ACCOUNTED FOR. ALL AREAS SHALL RECEIVE AT LEAST
3" OF IMPORT TOPSOIL, WITH ADDITIONAL IMPORT
TOPSOIL ADDED AS NEEDED TO MEET PROPOSED GRADES.
STRIP SOD, ROOTS AND STICKS FROM SURFACE TO
\\\\\\\ MINIMUM 11" DEPTH AND HAUL OFF. ALL AREAS SHALL
RECEIVE AT LEAST 8" OF IMPORT TOPSOIL AND 3" OF
BARK MULCH, TO MEET EXISTING GRADES.
AFTER
DEPTH
PLAN
FIELD
FIELD
DEMO, REMOVE SUBGRADE MATERIAL TO 8"
BELOW FINISHED GRADE SHOWN ON GRADING
AND HAUL OFF. INSTALL 8" DEPTH IMPORT
TOPSOIL, GRADE TRANSITION WITH ADJACENT
SOIL AREAS MUST BE SMOOTH.
GENERAL NOTES
1. SOIL EXTENTS SHOWN REPRESENT ANTICIPATED LIMITS OF
DISTURBANCE AT PROPOSED LANDSCAPE AREAS. PROVIDE
AND INSTALL SOIL TO ACTUAL LIMITS OF DISTURBANCE.
2. REFER TO SPECIFICATIONS FOR ADDITIONAL SOIL
REQUIREMENTS.
OF WAS/
J RASM
rora
SCALE: 1 "=50'-0" <
mm1430 NE 65th Street � 20
Seattle, WA 98115 ��S'3sexP.slze
0' 25' 50' 100' t:206-322-1732 CAPE AR1
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CURRENT PLANNING
JDing 06/07/2024
SCALE: DATE:
VERTICAL: NAV1988
HORIZONTAL: NADD1983/1991 C TY 0� CASCADE ELEMENTARY SCHOOL 04/19/24
®
FIELDBOOK:
RENTON
PAGE:
FIELD IMPROVEMENTS
ONE INCH DATUM DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. L2,03
IF NOT ONE INCH
SCALE ACCORDINGLY SOILS PLAN
SHEET: 17 OF: 3 4
0
LO
0
0
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R-424317
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REVISION
BY I DATE
AP P R I APPROVED
SURVEYED: SCALE:
DESIGNED:
DRAWN:
ONE INCH
CHECKED: IAT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
'D C TY OF
RENTON
Planning/Building/Public Works Dept.
SCALE: 1 "=50'-0"
mmm
0' 25' 50'
100'
fora
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 OR]
CURRENT PLANNING
Ming 06/07/2024 ?
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
OVERALL IRRIGATION PLAN
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO.
L3.00
SHEET: 18 OF:34
R-424318
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N•, RGE. 05 E•, W.M.
O
W
kU E-tNTG— — -----_
41 AT � � ----- ----44 _
ION — — -- EXISTING IRRIGATION CONTROL VALVE, TYP. EXISTING VALVE 445� ,
SHALL REMAIN IN PLACE THROUGHOUT PROJECT. PRESERVE
— — — — AND PROTECT. REPAIR ANY DAMAGE CAUSED BY — — — — -
-- r CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER
\l9
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--451--
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U
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Q
Q
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— — — — —
EXISTING IRRIGATION LATERAL,
—
TYP. EXISTING LATERALS SHALL
REMAIN IN PLACE THROUGHOUT
PROJECT. PRESERVE AND
PROTECT. REPAIR ANY DAMAGE
CAUSED BY CONSTRUCTION
ACTIVITIES AT NO ADDITIONAL
COST TO OWNER.
REVISION
10
SURVEYED:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
DATE
A P P R
APPROVED:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
F
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
c SA G E
0
----- ---453 ---_ —�
7— �456 ------ ------------- ---
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ELEV.457.41 `
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Planning/Building/Public Works Dept.
I
CONNECT TO EXISTING
MAINLINE IN THIS
APPROXIMATE LOCATION
■
SCALE:1 "=20'-0"
mm■
0' 10' 20'
40'
fora
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 OR]
CURRENT PLANNING
Ming 06/07/2024
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
IRRIGATION PLAN ENLARGEMENT
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L3.01
SHEET: 19
OF: 34
u
R-424319
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424320
0
0
0
0
N
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424321
0
0
0
0
N
M
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
rn
N
0
W
EXISTING PVC MAINLINE,
SEE PLANS FOR LOCATIONS
SUPPORT EACH VALVE BOX
WITH (4) BRICKS, TYP.
EXISTING PVC MAINLINE
a
FLOW
ELEVATION VIEW
PLAN VIEW
SPECIFIED RECTANGULAR
VALVE BOX, INSTALL FLUSH
WITH FINISH GRADE
NEW PVC MAINLINE,
DEPTH PER SPECS.
PVC MALE ADAPTER
GALV. UNION
NIPPLE
MINIMUM 1 C.F. (6" DEPTH)
DRAIN ROCK SUMP
NEW PVC MAINLINE
VALVE BOX
SPECIFIED BALL VALVE
NOTES:
1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE
TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX.
2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH.
ISOLATION / SHUT-OFF VALVE
1 1/2" = 1'-0"
SEE IRRIGATION SPECS FOR
BACKFILL AND COMPACTION
REQUIREMENTS
FINISH GRADE
= w-
m cn
Ld
Ld
w
= w ...:
-
v
:::
12-
:...0
I—
::.:o....i..`
-
6" MIN.
SECTION VIEW
PVC NON -PRESSURE
LATERAL LINE PIPE
PVC PRESSURE
MAINLINE PIPE
CONTROL WIRE BUNDLE,
TAPED TO MAINLINE
2" CLEAN BACKFILL UNDER
ALL PIPING, SEE SPECS
FOR REQUIREMENTS
PVC SLEEVE, ONE PIPE
ONLY PER SLEEVE,
DEPTH AS SPECIFIED
NOTES:
1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE.
2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE.
3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING.
4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH.
PIPE TRENCHING AND BACKFILL
1 1/2" = 1'-0"
P-CA-09
P-CA-10
SPECIFIED RECTANGULAR
VALVE BOX, INSTALL TOP OF
LID FLUSH WITH FINISH GRADE
SPECIFIED AUTOMATIC
CONTROL VALVE,
INSTALL PRESSURE
REGULATING DIAL IF SHOWN
ON LEGEND
i
PVC UNION
24" SPARE WIRE
COIL, SEE SPECS
FOR QUANTITY
PVC BALL VALVE,
COMMERCIAL GRADE
P I f CLR.
" PVC UNION
PROVIDE CORRECT SIZE
NIPPLE SO THAT LATERAL
LINE COMES RIGHT OUT OF
THE BOX WITHOUT USING 90
DEG. ELLS OR 45 DEG. ELL.
MAINLINE, SIZE PER PLAN
CONTROL AND SPARE WIRES,
TAPE TO BOTTOM OF MAINLINE
ELEVATION VIEW
NOTE:
PROVIDE VALVE BOX EXTENSIONS AS REQUIRED.
FINISH GRADE
SET HEADS PLUMB
EXCEPT WHERE
GAL DONOTOW �
SPECIFIED SPLICE KITS USE BOTTOM
INLET ONLY
24" CONTROL WIRE zo z = NEW PVC RISER,
COIL IN BOX F- J SAME SIZE AS
v Q w INLET
0
1" MIN. CLEARANCE v w J NEW OR EXISTNIG PVC LATERAL,
_ BETWEEN VALVE BOX w a Q REFER TO PLANS FOR
AND PIPE cmn J � NEW/EXISTING LOCATIONS,
FLOW w o m BURIAL DEPTH
U) 11 PER SPECIFICATIONS
A
NEW OR EXISTING PVC LATERAL
PIPE, REFER TO PLANS FOR
LOCATIONS OF EXISTING/NEW
SUPPORT VALVE BOX
WITH (4) BRICKS
MINIMUM 2 C.F. (12" DEPTH)
DRAIN ROCK SUMP IN
BOTTOM OF VALVE BOX.
REMOTE CONTROL VALVE - WITH SHUT-OFF
1 1/2" = 1'-0"
P-CA-29
NOTES:
1. TEMPORARILY CAP RISERS
FOR PRESSURE TESTING.
2. SEAL ALL JOINTS W/ TEFLON
TAPE ON MALE THREADS
ELEVATION VIEW
ON LY.
3. DO NOT OVERTIGHTEN GALV.
TO PVC JOINTS.
4. ALL THREADED PVC PIPE
SHALL BE SCH. 80, ALL PVC
FITTINGS SHALL BE SCH. 40.
5. NO CLOSE NIPPLES
PERMITTED.
6. ALL FITTINGS AND PIPE
SAME DIA. AS IPS FEMALE
CONNECTION OF SPRINKLER
HEAD OR Q.C.
7. INSTALL SO PIPING WILL NOT
CONTACT LATERAL.
8. ADJUST SPRAY RADIUS AS
REQUIRED.
PLAN VIEW
IRRIGATION HEAD
3" = 1 ' -0"
SHRUB OR LAWN HEAD,
TOP FLUSH W/ FINISH
GRADE. ADJUST TO
ACCOUNT FOR SETTLING
OF TOPSOIL OR MULCH
a1010ywe] :L1112
NEW (2) TH x TH SCH. 40 ELLS
W/ 2" x 3/4" SCH. 80 NIPPLE
OR (2) MARLEX STREET ELLS
W/O NIPPLE
NEW 12" x 3/4" SCH.
80 NIPPLE
NEW OR EXISTING
SCH. 40 TH x TH ELL, OR
MARLEX STREET ELL
NEW OR EXISTING
PVC TEE OR ELL, BUSHING
AS REQUIRED, REFER TO PLANS
FOR LOCATIONS OF EXISTING/NEW
ACCEPTABLE 3/4"
PRE -FABRICATED
SWING JOINTS:
HUNTER SJ,
RAIN BIRD SA,
OR APPROVED EQUAL
NEW OR EXISTING
PVC TEE OR ELL, WITH
BUSHING AS REQUIRED
NEW PVC TH SCH. 80
NIPPLE, 3" LONG
NEW PVC THx TH 90° ELL
NEW PVC TH SCH. 80 NIPPLE,
8" LONG
SCALE: 1 "=50'-0"
mmm
0' 25' 50'
100'
P-CA-08
fora
1430 NIF 65th Street
Seattle, WA 98115
t:206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CURRENT PLANNING
Ming 06/07/2024
0
SURVEYED: SCALE: DATE:
VERTICAL: AD 1 83/1 • CASCADE ELEMENTARY SCHOOL 04/19/24
HORIZONTAL: NAD 93/1991 C
DESIGNED:R OT Y O
FIELDBOOK:
DRAWN:
RENTON
FIELD IMPROVEMENTS PAGE:
ONE '"G" •
DRAWING N0:
DATU M
CHECKED: AT FULL SCALE Planning/Building/Public works Dept. L3.04
NO. REVISION BY DATE APPR IF NOT ONE INCH
IRRIGATION DETAILS
APPROVED: SCALE ACCORDINGLY SHEET: 22 OF 34
0
L0
Nt
O
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N
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R-424322
A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424323
0
Nt
0
0
0
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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424324
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0
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4
4
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a 4 CONCRETE PAVING, SEE CIVIL
a
00 � � 4 a
6 a a4 a
PLAYER'S ° a a
d
BENCH, 4
GATE SCHEDULE SEE SPECS. a 4 4 a
d ad 4
4 a
8' HT. C L a 4 a °.
Q.O FENCE
4 .41 4
C
9' 9'
\\- 6" 4
8' HT. CL FENCE
DUGOUT PLAN
3/8" = V-0"
DUG OUT ELEVATIONS
3/8" = 1'-0"
4
4.0 8 HT. CL FENCE
9'-63'-6"
OPEN
a
4
d <
36"X48" ADA 4 a a
COMPANION ° 4
SPACE ° a d 4
° a
d
GATE, SEE
4 a° PLAYER'S a° GATE SCHEDULE
SEE BENCH,
CS 8 FENCE ad °
a
4 a
- o
a d °
a a
°
a
n 4
a
9,
4 EDGE OF CONC.
•0 WHERE SHOWN
ON PLANS
NOTES:
1. DUGOUT ON THIRD BASELINE IS MIRROR
IMAGE
n nC`-FC` C(ll:) KICTTIKIr'
DRIP FLASHING
5/4x10 CEDAR
FASCIA PAINTED
J
U
r7 xQ
BACK SECTION 6„
DRIP FLASHING
2 LAYERS OF 15 LB.
BUILDING FELT
25 YR. RATED COMPOSITION
SHINGLES, COLOR TO BE
SELECTED BY LANDSCAPE
ARCHITECT
3/4" PLYWD. SHEATHING
GALV. JOIST HANGER
P.T. 2x8 HEADER, PAINTED
(2) 1/2" DIA.x6" CARRIAGE BOLT
(2) 3"WX8"HX1 /4" GALV. STEEL ANGLE WELDED TO FENCE POST,
EACH SIDE, PROVIDE HOLES TO ACCEPT BOLTS. REMOVE PAINT
FROM THIS SECTION OF POST
PRIOR TO WELDING. REPAINT POST 2x6 RAFTERS @ 24" O.C.
AND BRACKET AFTER WELDING.
BLACK POWDERCOATED P.T. 2x8 HEADER, PAINTED
FENCE POST
(2) 1 /2" DIA BOLTS
TOP RAIL OF 8' FENCE, BLACK POWDER COATED FENCE POST
SEE LAYOUT PLAN
(2) 3"WX8"HX1/4" GALV. STEEL
ANGLE WELDED TO FENCE POST,
EACH SIDE, PROVIDE HOLES TO
PLAN VIEW ACCEPT BOLTS. REMOVE PAINT
FROM THIS SECTION OF POST PRIOR
TO WELDING. REPAINT SECTION OF
POST AND BRACKET AFTER WELDING
P.T. 2x8 HEADER, IS COMPLETE.
PAINTED GALV. JOIST HANGER
GALV. JOIST J
HANGER
5/8" SOFFIT PLYWD.
PAINTED UNDERNEATH
2x6 RAFTERS @ 24" 0.
PROVIDE CONTINUOUS
VENT STRIP AT TOP OF SOFFIT
DUGOUT ROOF
P-CA-69 �vJ 1" = 1'-0"
BID SET
EB
4/05/24
SURVEYED:
PERMIT COMMENTS
EB
4/19/24
DESIGNED:
ADDENDUM 1
EB
4/30/24
DRAWN:
EB/AM
CHECKED:
N0.
REVISION
BY
DATE
APPR
TY
I APPROVEAR
POSTS FOR NETTING
^ ABOVE, TYP.
S \ r�I Innl IT
P-CA-70
(2) 1 /2" DIA BOLTS
(2) 3"Wx8"Hx1 /4" GALV. STEEL ANGLE WELDED TO FENCE POST,
EACH SIDE, PROVIDE HOLES TO ACCEPT BOLTS. REMOVE PAINT
FROM THIS SECTION OF POST PRIOR TO WELDING. REPAINT
SECTION OF POST AND BRACKET AFTER WELDING IS
COMPLETE.
BLACK POWDER
COATED FENCE POST
FRONT SECTION
7�- 12"
or
8' HT DUGOUT
FENCE
P-EHS-67
ALL ALUMINUM BENCH AND FITTINGS
PERMANENT EMBEDMENT MOUNT SEE
SPECIFICATIONS
CONC. SURFACE WITH FINE
BROOM FINISH IN DIRECTION OF
SLOPE. STEEL TROWEL EDGES
W/ 1 /2" RADIUS
10' HT. CL FENCE
FABRIC
FABRIC
BOTTOM RAIL 2 X 10 P.T. WOOD WHERE
SHOWN ON BACKSTOP
CONC CURB ISOMETRIC
LO
_I EXPANSION JOINT INFIELD SKIN MIX
3Y2" MAX FLUSH 2% SLOPE FLUSH & BASE SAND
CLR.
4 d
`a a a a a e
a e e q c a
°. a a - nQ I Ie
d CONE PAVING
- ° CONC FENCE
FOOTING I I a
a d- .- d
d e
COMPACT SUBGRADE TO
CONE FENCE
12" 95% 6» ol 6„
FOOTING 12" DIA. CONC FOOTING
6" SEE PLAN
SECTION AT DUGOUT
1" = 1'-0"
SCALE
VERTICAL: NAVD 1988 •
HORIZONTAL:NAD 1983/1991 C T Y OF
n
RENTON
VR
DNF IN"H DA FU M v4w•
A LE FULL SCAPlanning/Building/Public Works Dept.
I� N01 ONIL NCH
SCALE ACCORDINGLY
P-CA-68
fora
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 ul
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SITE DETAILS
DATE:
04o/19/24
FIEL
PAGE:
DRAWING NO:
L4.02
SHEET: 25 OF: 34
0
O
O
N
X
u
R-424325
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
CM
O)
N
Nt
0
I..LI
2"x2" ANGLE BRACKET
WELDED, BOTH SIDES
OF EACH POST
PAVING,
FINISH GRADE
MIDDLE RAIL
EXTEND FENCE FABRIC MIN. 6" BEYOND TOP OF
2"x10" PLANK BETWEEN RAIL AND 2"x10". PLACE
HOG RINGS @ 6" O.C. TYP. @ EACH BACKSTOP
SUPPORT RAIL
SUPPORT RAIL
(2) 5/16" CARRIAGE BOLT PER PLANK AT EACH
ANGLE BRACKET AND 2'-0" O.C. INTO MIDDLE AND
BOTTOM RAIL
2"x10" — P.T. PLANKS W/ 2 COATS MIN. APPROVED
WOOD PRESERVATIVE (1 OR 6 COURSES, REFER TO
BACKSTOP ISOMETRIC)
BOTTOM RAIL
BOTTOM OF 2%10", FLUSH TO CONCRETE CURB
INFIELD SKIN MIX
12"X12" CONCRETE CURB
CENTER POST IN CONCRETE STRIP
BACKSTOP FOOTING, SEE SPECIFICATIONS
a .I COMPACT SUBGRADE TO 95%, TYP.
a
a1 a
a.a a
ad °
°
BACKSTOP BOARDS
3/4" = 1'-0"
CHAIN LINK FENCING
(2) 1/4" GALV. S
"L" ANGLE BRACKE
WELDED TO FENCE
GRIND POST PRIOR
WELDING. PAINT WE
BRACKET AND POS
SECTION TO MATCF
ADJACENT POSTS
2 X 10 P.T. WOOD
PLANKING, INSTALL
WHERE SHOWN ON
(2) 5/16" CARRIAG
PER BRACKET AND
O.C. ON BOTTOM R
INSTALL WOOD PLA
AND BOTTOM RAIL
1/2" CLEAR FROM
OF FINISH GRADE
CONCRETE CURB
PROVIDE EXPANSIO
JOINT AT EACH PC
INSTALL (2) 5/16"
CARRIAGE BOLTS /
EACH BRACKET AN
AT 2' O.C. ALONG
BOTTOM FENCE RA
CONCRETE FOOTING
PER SPECS
FRONT VIEW
WOOD PLANKING AT FENCING
CHAIN LI""'
FENCE F
CHAIN LI
FENCE P
2X10 WC
PLANKIN,
CONTINU
1/4" STI
BRACKET
TO EACF
POST
12" CUR
FINISH G
FLUSH V\
CURB
2-NO.
REBAR,
CONCRI
FOOTIN
SPECS
P—CA-28
01 3'
FOOTBALL GOAL POST
1/2" = 1'-0"
SIDE VIEW
N0.
O
Ln
O
O
N
FIELD CENTER LINE U
GOAL POST IN CONCRETE
FOOTING SLEEVE OR ANCHOR
BOLT PLATE ASSEMBLY
SLEEVE OR ANCHOR PLATE
COORDINATE TOP OF
CONCRETE FOOTING WITH
GOAL POST COVER
CONCRETE GOAL POST FOOTING
SUPPORT, 3' SQUARE X 5' DEPTH
OR 3' DIA. X 6' DEPTH
#4 REBAR AT 12" O.C. (VERT.)
#4 REBAR AT 12" O.C. (HORT.)
ADJUST GOAL POST CROSSBAR TO
10.0' HT. ABOVE FIELD FINISH GRADE
INSTALL 1/2" DIA. GALV. BOLT TO
PROVIDE CLEARANCE IN GOAL POST
SLOT. NOTCH GOAL POST SLEEVE
TO ACCOMMODATE BOLT. (NOT
REQUIRED FOR ANCHOR PLATE TYPE
INSTALLATION.)
COMPACTED SUBGRADE,
SEE SPECIFICATIONS
BRACE POSTS
UNTIL BACKST(
IS COMPLETE
EQ• EQ.
P—CA-73
BACKSTOP FENCING - 30' HEIGHT
P—CA-27 J 3/16" = 1'-0"
BID SET EB 4/05/24
PERMIT COMMENTS EB 4/19/24
ADDENDUM 1 EB 4/30/24
REVISION
SURVEYED:
DESIGNED:
DRAWN:
EB/AM
CHECKED:
Ty
BY DATE APPR APPROVED:
AR
ALV. POST CAP
-YP. )
ACKSTOP POSTS,
=FER TO SPECIFICATIONS
-5/8" O.D. TOP,
OTTOM, AND MID
AILS (TYP.)
-ACK VINYL —COATED CHAIN LINK
4BRIC W/ 2" MESH AND TIES,
=E SPECIFICATIONS
K10 P.T. WOOD PLANKING (SIM)
COURSE ON WINGS AND 6
DURSES ON BACK PANEL)
DTTOM RAIL 1/2" CLR.
ROM FINISH GRADE, TYP.
NISH GRADE
NOTES:
1. BACKSTOP POSTS AT EQUAL SPACING AS
SHOWN ON ISOMETRIC AND SITE PLAN, 8'
O.C. MAX.
2. ALL BACKSTOP COMPONENTS SHALL BE
BLACK POWDER COATED OR BLACK VINYL
COATED AS SPECIFIED
3. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
4. BACKSTOP POST FOOTINGS: 30" HOLE
DIAMETER, 84" DEEP, 84" POST
EMBEDMENT.
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
P—CA-05
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
fora
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING'
IL
SAMorman 06/07/2024
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SITE DETAILS
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L4.03
SHEET: 2 6 OF. 4
R-424326
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
w
POST CAP, -
TYP.
STRETCHER BAR,
TYP.
LINE, END AND
CORNER POST,
TYP.
LINE, END AND
CORNER POST,
TYP.
LINE, END AND
CORNER POST,
TYP.
ADJACENT CONDITION
REFER TO SITE PLAN
-I
°°'
.
�a
a
�I
TOP RAIL
CHAIN LINK FABRIC
AND TIES
STRETCHER BAR
BANDS AT 12" O.C., Q
TYP. J
w
w
w
CD
w
BOTTOM RAIL =
2" MAX
FINISH GRADE
it
HOLD TOP OF FOOTING
6" BELOW FINISH GRADE
III
FOOTING, SIZE °
NOTES: NOTED BELOW
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, RAILS, FOOTING AND OTHER COMPONENTS.
2. PROVIDE CONCRETE MOW STRIPS WHERE SHOWN ON DRAWINGS.
3. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED FINISH.
4. ALL MESH OPENING TO BE 1" OR OTHERWISE NOTED ON PLAN.
5. PROVIDE CONTROL OR EXPANSION JOINT AT EACH POST LOCATED IN CONCRETE.
6. POST SPACING 10'-0" O.C. MAX.
7. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST EMBEDMENT.
8. LINE POST FOOTINGS: 12" HOLE DIAMETER, 36" DEEP, 30" POST EMBEDMENT.
4'-6' HT. CHAIN LINK FENCE
1/2" = 1'-O"
POST CAP,
TYP.
STRETCHER BAR,
TYP.
STRETCHER BAR
BANDS AT 12"
O.C., TYP.
LINE, END AND
CORNER POST,
TYP.
FINISH GRADE
I
IFYI
HOLD TOP OF
FOOTING 6" BELOW
FINISH GRADE
SIN LINK
RIC AND
IDLE RAIL LLICi
CD
w
o_
;A.
SION WIRE
U
DO
NJ
c�
BOTTOM RAIL w
N
1" MAX. AT BALLFIELDS AND TENNIS,
2" MAX. ELSEWHERE
FOOTING, SIZE NOTED BELOW
P-CA-01
NOTES: a
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, RAILS, FOOTING AND OTHER COMPONENTS.
2. POST SPACING 10'-0" MAX.
3. PROVIDE CONCRETE MOW STRIPS WHERE SHOWN ON DRAWINGS.
4. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
5. ALL MESH OPENING TO BE 1" OR OTHERWISE NOTED ON PLAN.
6. PROVIDE CONTROL OR EXPANSION JOINT CENTERED ON EACH POST.
7. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 48" DEEP, 42" POST EMBEDMENT.
8. LINE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST EMBEDMENT.
7 '-10' HT. CHAIN LINK FENCE
AS NOTED
HINGE POST
6" CLEAR
CDcf)
z;�E
U 0'
zw
��
w0
zo
J w
o �
COMMERCIAL
w z
GRADE
�
BULLDOG
Q
o
HINGE
=
Q�
�
w
Q U
�w
I
6" CLEAR -
..a
FOOTING, SIZE
NOTED BELOW
LATCH POST
TRUSS ROD W/ TURNBUCKLE
CHAIN LINK FABRIC AND TIES
FULCRUM STYLE LATCHES
AT ALL GATES. GATE FORK
LATCH FOR HEAVY DUTY PADLOCK
STRETCHER BAR
-TYP. 4 SIDES
2" CLEAR FROM FIN. GRADE
ALL JOINTS WELDED TO MAKE
SOLID FRAME
FINISH GRADE
HOLD TOP OF FOOTING
6" BELOW FINISH GRADE
-TYP.
NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS.
2. ALL GATES TO BE INSTALLED PLUMB, AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL.
4. ADJUST HARDWARE FOR SMOOTH OPERATION.
5. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
6. ALL MESH OPENING TO BE 1" OR OTHERWISE NOTED ON PLAN.
7. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT.
SINGLE CHAIN LINK GATE
1/2" = 1'-O"
P-CA-04
3 MAX.
NOTES:
30'-0" O.C. MAX. 1. 1" EYE BOLT LOCATED NEAR TOP OF
POLE ASSEMBLY. PLACEMENT TO
-' ��SEE ENLARGEMENT ACCOUNT FOR POTENTIAL OF UP TO 18"
OF SAG IN THE TOP SUPPORT CABLE AT
f 70LBF OF TENSION WITH NETTING 11'
PLACE.
2. GALV. OR SS THREADED CARABINEF
X 1-1/2".
3. GALV. THEEL THIMBLE SIZED FOR
SPECIFIED WIRE ROPE; USE AT ALL
CABLE TERMINATORS.
0 4. GALV. STEEL WIRE ROPE, 5 O.D.
of 5. WIRE ROPE CONNECTOR, U-BOLT T'
N MIN (2) PER CONNECTION.
6. 10' FENCING WITH 20' NETTING TO
INSTALLED UNDER SEPERATE PERMI
INTERMEDIATE EYE BOLT
TURNBUCKLE ASSEMBLY
#1 #5
#2 #3 #4
0
0
% 1 11 1 11 \/ E I = ENLARGEMENT
FINISH GRADE LINE POST,
SEE SPECIFICATION
FOR FOOTING SIZE
NET SUPPORT POST.
SEE SPECIFICATIONS
FOR FOOTING SIZE
WIDTHS VARY - SEE PLAN AND GATE SCHEDULE
_---HINGE POST iIL 3" CLR. MAX
J
U
w
J
U
'll I
FOOTING, SIZE a
NOTED BELOW
MALLEABLE
INDUSTRIAL
HINGE
a d
0
III l i' I
J
U p
i` I
12" DIA. CONC. CENTER
STOP WITH PVC SLEEVE
INSERT. PROVIDE A SIMILAR
STOP FOR EACH GATE ARM
TO HOLD IN OPEN POSITION
FULCRUM STYLE
LOCKABLE
GATE FORK LATC1
FOR HEAVY DUTY
PADLOCK
�Z
DROP ROD
ASSEMBLY
- a
ALL JOINTS WELDED
TO MAKE SOLID FRAME °
HOLD TOP OF
FOOTING 6" BELOW
FINISH GRADE, TYP.
HINGE POST
STRETCHER
BAR (TYP.
4 SIDES)
TRUSS RODS W/
TURNBUCKLES,
SEE SPECS
PROVIDE FIRE
DEPARTMENT
KNOX BOX,
FIELD LOCATE
PER FIRE
INSPECTOR
CHAIN LINK
FABRIC AND
TIES
FINISH
GRADE
NOTES:
1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS.
2. ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES.
3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL.
4. TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT.
5. ADJUST HARDWARE FOR SMOOTH OPERATION.
6. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH SIDE IN FULLY OPEN POSITION.
7. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH.
8. ALL MESH OPENING TO BE 1" OR OTHERWISE NOTED ON PLAN.
9. PROVIDE FIRE DEPARTMENT KNOX BOX AS INDICATED ON GATE SCHEDULE. FIELD LOCATE PER FIRE INSPECTOR.
10.GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT.
DOUBLE SWING CHAIN LINK GATE
1/2" = 1'-O"
ELEVATION
10' HT. FENCING W/20' HT. NETTING
1/2" = 1'-O" P-CA-06 J 3/16" = 1'-0"
BID SET
EB
4/05/24
SURVEYED:
PERMIT COMMENTS
EB
4/19/24
DESIGNED:
ADDENDUM 1
EB
4/30/24
DRAWN:
EB/AM
CHECKED:
TY
N0.
REVISION
BY
DATE
APPR
APPROVED:
AR
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
--YEBOLT
I" GALV. STEEL
3LE, AT TOP AND
TOM OF NETTING
TING,
SPECIFICATIONS
=YE BOLT
TOP RAIL
MIDDLE RAIL
10' HT. CHAINLINK
FENCING
TENSION WIRE
BOTTOM RAIL
FINISH GRADE
INFIELD SKIN
MIX OR LAWN
JTION
CITY OF
RENTON
Planning/Building/Public Works Dept.
P-CA-11
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SITE DETAILS
DATE:
04/19/24
FIELDBOOK:
PAGE:
DRAWING NO:
L4.04
sHFFr: 27 of 34
O
LO
O
O
N
3%
u
R-424327
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. OS E., W.M.
R-424328
0
0
0
0
N
6 1
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424329
0
0
0
0
N
6 1
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
Is4O"i ElD'(08jzz)
N
0
W
I
.. _ �,I'lililllil
-
11
NMI
I
E
r
I
i
E
E
I
oil�l
:-.❖.-.
-'c--XISTING PARKING LOT
— —
a I
I
N
SCALE: 1 "=50'-0"
0' 25' 50' 100' 200'
BID SET EB 4/05/24 SURVEYED: SCALE:
VERTICAL: NAVD 1988
C T Y 0 F
PERMIT COMMENTS EB 4/19/24 DESIGNED: HORIZONTAL: NAD 1983/183/1991
ADDENDUM 1 EB 4/30/24 � P E N TO N
DRAWN:
EB/AM ONE INCH DATUM
CHECKED: AT FULL SCALE
Ty Planning Building Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: AR SCALE ACCORDINGLY
OF W A SN
N���ff17773 RAMsM 1 G
Q
1430 NE 65th Street
Seattle, WA 98115 92� 3s 26���
S EXP.61 G
t: 206-322-1732 r,q Piz A R
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 (Di
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
OVERALL GRADING PLAN
DATE:
04/19/24
FIELDBOOK:
PAGE:
L5.00
SHEET: 30 OF:34
0
O
O
N
X
u
R-424330
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424331
0
Lo
lit
0
0
N
6 ,
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
R-424332
0
Lo
lit
0
0
N
6 ,
u
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
rn
i
r)
w
MIT I
u
EXISTING PARKING LOT
AT THIS GENERAL a I
LOCATION. TYP.
7
N I PROVEMEN:TS
ILITA E FOOTBALL e I I
I
IUTH FIELD :� I
v
1IIA) i 11W1� — l,nil
I
I
I
1 I I
SUBDRAINAGE LEGEND
SYMBOL DESCRIPTION
wm9jummIlIll
4" PERFORATED LATERAL LINE
SEE SPECS Ls.o1
4" PERF PIPE FRENCH DRAIN,
SEE SPECS Ls.o1
4" PERFORATED LATERAL LINE
— EXISTING
8" RIGID PVC COLLECTOR LINE -
- EXISTING
co CLEANOUT 4 9Ls.01
E LATERAL LINE ELEVATION
CIE COLLECTOR INVERT ELEVATION
xxx.xx EXISTING FINISH GRADE
SUBDRAINAGE NOTES
1. DO NOT SCALE DRAWINGS.
2. THIS SHEET CONTAINS FIELD SUBDRAINAGE INFORMATION ONLY. FOR SURFACE
GRADING AND STORM DRAINAGE INFORMATION SEE CIVIL DRAWINGS.
3. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE
BEGINNING WORK.
4. DRAINLINE LENGTHS AND LOCATION ARE APPROXIMATE. STAKE LOCATIONS IN
THE FIELD AND ADJUST AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE
ARCHITECT. COORDINATE DRAIN LINES WITH PLAY EQUIPMENT FOOTING.
5. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON —SITE CONDITIONS.
FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT IN A TIMELY MANNER SHALL
RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL
MEASURES REQUIRED.
6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
!! !! + a a a a 4�i
446.27
IE 440.57 —
CIE
444.57
IE
Fli
I 444.51
IE
I
— — — — — — — — — —
444.50
IE
444.50
IE
M
I444.50—
IE
i
440.02
CIE
TRANSFER TO EXISTING
COLLECTOR HERE
� Q
•
�\ Ilul, fit••••••
�� III , ; � �A•••••••4,
lit••••••
i 11•••
u1•••
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WITH INFIELD.
N
SCALE:1 "=50'-0"
0' 25' 50' 100, 200'
BID SET EB 4/05/24 SURVEYED: SCALE:
VERTICAL: NAVD 1988 •
PERMIT COMMENTS EB 4/19/24 HORIZONTAL: NAD 1983/1991 T�/ O C
DESIGNED: tv,
ADDENDUM 1 EB 4/30/24 ;iq � � � T O
DRAWN:
EB/AM •
ONE INCH DATUM CHECKED AT FULL SCALE Planning/BuiAlrlg/Publlc Works Dept.
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY
4
fora
1430 NE 65th Street
Seattle, WA 98115
t: 206-322-1732
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 OR]
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
OVERALL SUBDRAINAGE PLAN
DATE:
D/19/24
FIEL
PAGE:
DRAWING NO:
L6.00
SHEET: 33 OF: 34
O
0
O
N
u
R-424333
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.
Cn
N
1
O
1
W
CI N II C`LI no A n7-
12" MIN.
N
PREFORATED PIPE LATERAL PIPE
FINISH GRADE
MOUND BACKFILL IN
TRENCH AS SHOWN
IMPORT SAND
SKIN MIX
3/8" PEA GRAVEL
"1Z "z
3/8" PEA GRAVEL
PERFORATED PIPE
PERFORATED PIPE
SEE PLAN FOR
SEE PLAN FOR
INVERT ELEVATIONS,
0_ oO 0. +-
INVERT ELEVATIONS,
SEE SPECS FOR
SIZE. CENTER PIPE
1-111
III 0 = )III=
H
=
SEE SPECS FOR
SIZE. CENTER PIPE
IN TRENCH. CAP ALL
z
III o
O =III
IN TRENCH. CAP ALL
ENDS
_
III -III -III -I o ..-III- -III=1=1
ENDS
o
N
cn
w
O 0
COMPACT SUBGRADE
Q
°
COMPACT SUBGRADE
TO 90%
TO 90%
vi
w
>
�o ;III-
.
1-
Scale: 1 1 /2"=V-0"
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE FLAN SET. ALL THE NOTES ON THE LOST MAY NOT PERTAIN TO EVERY
PROJECT THE AFPUCANT OR OWNII HEREBY REFERRED TD AS APPLICANT, MAY STRLKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT STALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD FLAN NOTES
1 BEFORE ANY CDNSTRUCTIONi OR DEVELOPMENT' ACTIVITY OCCURS, A PRE-CONSTRUCTM MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND 7HE APPLICANT'S CONTRACTOR.
L THE APPLICANT SHALL 8E RESPONSIBLE FCfi SECURING ALL 1NE0ESSAF1Y CrTY, STATE, AM FEDERAL PMMrTS PRIOR TO CON$TRU4'_T10 N.
3 ALL STORM DRAINAGE IMPROVEMENTS SHALL RE DESIGNED AND C014STRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL IRENTON SWDMI. RENTON MUNICIPAL CODE IRMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WS DOT AND THE ANAERICAN PUBLIC WORM ASSOCIATION (APWAI. 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 AOOMONAL COST TO
THE CITY.
A. APPROVAL OF THE ROAD, QML)INQ, PARK!NQ. BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE A$ APF9OVAl OF ANY OTHER CONSTRVCTIQ" (N<.6. 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 SY$TEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REOUkRE COORDINATION FOLL{]WED BY WRITTEN APPROVAL FROM THE CITY.
5 A COPY OF THE APPROVED PLANS SYFALL BE OU THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE LCK ATIDNF' - OF ALL EXISTING LITILITIES SHOWN HEREON FIAVE BEEN F_$TABLJSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT P$ THE SOLE RESPONSLBILLFY OF THE APPLICAINT AND THE AIFPUCANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY TITHER UTILITIES Nr:
SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF II 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 NOTrFY THE ENGINEER OF RECORD IF A
CON FLICt L=xrSTS-
7. VERTICAL DATUM SHALL BE NAVD $8 AND HORIZONTAL DATUM SHALL BE NAM 93 MA STATE PLANE, NORTI-0. UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TOSS% MAXIMUM DRY DENSITY PER SECTION 2.01N140 - COMPACTION AND
M 11STURE CONTROL TESTS OF THE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHERR INFrLTRATION AREAS, ALL TRENCH BACKFILL SHALL
Br FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO LTI THAN 921R OF MAXIMUM DRY DI=N$ITY
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 REETPRE*D IN AC6ORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS
10 ALL PIPE AND STRUCTURES SHALL BE STARED FOR SURVEY LINE AND GRADE PRIOR TO THE START Of CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHER
DIRECTED BY THE CITY, THE EXISTW, MANHOLES CATCH BASINS, OR INLETS SHALL SE ADJUSTED TO THE GRADE AS STAKSD-
11- ALL FLOW CONYROI, FAuL.TiES SHALL RE INSTAL,EO ANp 1N onRATION PI TV. OR IN CONA NOTION WITH, ,ANY WNSTRt1CITON ACTIVITY UNLESS QYHER'MSE
APPROVED BY THE GLTY
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROADAND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY, LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNT)ATIOAN
MATERIAL AS WELL AS PILA.CEMEteT AND COMPACTION OF RECUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH Of THE PIPE WILL BE
SuPPORT12o ON A uNIFoRMLY DFN!I LJ"F-L]rNG BASE ALL PURE 13EDOINC ANO BACt<HLL SHALL9E AS SHOWN ON THE cn STANOARb PLAN 2n.W.22D.1o. AND
220.4
13. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT T. 2, OR 51N5410E AND CKJTSIDE,
14. ALL DRAINAGE S rRUCTURES 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. 2N-40- AMC 204.5D. STRUCTURES SHALL HAVE,
• RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY,
• ROUND, SOLID LIDS WHEN NOT COLLECTING RUNPI AND LOCATED WITHIN THE ROADWAY, Bi,FT OUT$IDE OF THE C[JRB(WTTER LINT
• ROUND, SOLID LIDS D9SPLAYIN:G THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE GFIY- PRIYA3ES7RUC7URE LIDS OUTSIDE
PUBLIC RIGHT-CF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LDGfl-
15 BUILDINGS AND 07HER STRUCTURES SHAD. BE PLACED IN ACCORDAfiFCE WITH TABLE 4.1 EAszmENT WIDTHS AND BUILDING SETBACKS UNES OF THE RENTON SWOM
i* LIDS OF MANHOLESir-ATCHBASINS WITHIN PUBLIC RIGH7.OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANODLEICATCH BASIN RIMS
SHALL BE ADJUSTED TO HB FLusH WITH FINAL f INNSWQ GRADES, UNLESs DTHBRWISE SHOWN
17 ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-0f-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 1:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DFrCH
UNLESS OTHERWISE NOTED. DRAWING 15 NOT TO SCALD j N1 Sj
Adm�
STD. PLAN - 267.00
URI
PUBLIC WORKS SURFACE WATER STANDARD PLAN 'a by:
DEPARTMENT DOTES (1 OF 2) artiln PastuCha8/13/2020
I S.Q
1►[19l
0 4D
12" MIN.
N
FRENCH DRAIN AT BACKSTOP
Scale: 1 1 /2"=V-0"
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOMNG M A LISTING OF GENERAL NOTES THAT SHALL CE WORPORATEP IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER. HERI REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, Tm
APPLICANIT SHALL NOT RENUMOER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE TrEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES
16. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REOIUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11 I FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4-1)INCHROCK14Q-70%PAS$INCy;
• 2 - 4 FNCK ROCK) 30 - 40-A PASSING; AND
. LESS THAN 2INCH ROCKI i0-20%PASSING.
1S. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTELA OIL FLOW II FACILITY ON THE SLTE, UNLESS APPROVED OY THE CITY FOOTING DRAINS SHALL NOT BE Gt3HNECTED TO ON -SITE BIAPS,
20. THE END CF EACH STORM DRAIN STUB SHALL BE CAPPED- A CLEANOl1T TOPPED WITH A SOLT•LOCKING U0 MARKED 'STORM' OR'DRAIW SHALL 9E LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATF STORM DFWN I CONVEYANCE SYSTEJ4T PER THE CITY STANDARD PLAN M.M.
21. ALL STORM SYS7EM EXTENSIONS SHALL BE STAND FOR LINE AND GRAM BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETSSHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION
22. ALL NEWLY4143TALLED AND NEWLY.REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS Of REMOTE CCTV
ACCORDING TO THE CITY STANDRRO PLAN 26a.W. CCTv INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEWNG APPROVAL TO INSTALL
PRLUECT CUPOs, Gu- TER6 AN10).0 2 PAVEMENT
23. ALL STORM SYS7EMS AND CONNECTIONS TO EXGTING MAWS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPEC91FICAT,_GN5
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CRY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAW STORM 1S
TESTED.
24 FOR ALL DISTURBED PERVIOUS AREAS ;COMPACTED. GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SLTE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
ErTHER STLSCKPiLE AND REDISTRIBUTE THE E308TiNG OLFF LAYER AND N4ATIVE TOPSOIL DR AMEND THE SOIL WITH COMPOST IN AACCOW)ANCE WITH STANDARD PLAN
2fwou
75. ISSUANCE OF THE BUILDING OR CONSTRUCTION PEWITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLK{IATION ANDIOR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL.. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNi:,nONING AND MAtMTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION
26. ADECUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EOUIPMENT, FLAGOERS, AND ANY OTHER ACTIONS 14FEDED70 PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDE. ANY ftFU< WITHIN THE TRAVELED
RIGHT-Or-WAYTHAT MAY INTERRUIPT NORMAL TRAFfIG FLOW SHPJ,.L REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF THE WSOOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY
27 PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWOM AND AQUIFER
PROTEL'TIDN REi2ULATIONS iRMC 4,3-45OI
A. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASNIMANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN: THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF
STREET TRAVEL LANES, BADE LANES, SIDEWALIcS. AND 0WSSWVxS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SOEWALK OR CROSSWALK SHALL BE FITTED W1TH A NON -SLIP OR NONSKID LID PER ADA REQUIREMENTS.
29 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINEE) BY THE APPLICANT,
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1 AP OF THE RENTON SWDM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE EliaiPGH TO ABSORB WATER AT A MINIMUM RATE OF 21D INCHES PER HOUR IMMEDIATELY AFTER T14E
PAVEMENT SORFACiF HAS BEEN WETTED CONTINUCHJMY FOR AT LEAST 16 MINVj 8 COMPLIANCE WITH THFS MINIMUM RATE SHALL BE GFiECKEp PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY 9E CHECKED USPNG A SIMPLE 9UCI(ET TEST IN WHICH 5 C*ALLONS OFF WATER IS POURED C I.' , -I.
PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS Off THE SURFACE. THEN THE PAVEMENT IS CONSIDERED TO M.EE I HE
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,
THFN ANOTHER TFST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS I .G., PARKING AREABI. TESTING OSSFRVATION MAY 19E ACCOIa1PLISKED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER ATA RATE SIMILAR TO II BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED U&NG
ASTDR C17131-
UNLESS OTII ERWLSE NOTED. 9RAWI NG LS NOT TO SCALE INTS)
STD. PLAN - 267.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN URIN LiedW
DEPARTMENT NOTES (2 OF 2�[I'mawd""Q0
artin PastuchAI13/2020
NtopF DATE
BID SET
PERMIT COMMENTS
ADDENDUM 1
REVISION
EB 4/05/24 SURVEYED:
EB 4/19/24
DESIGNED:
EB 4/30/24
DRAWN:
EB/AM
CHECKED:
Ty
BY DATE AP P R APPROVED:
AR
8:48
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Cn
w
SEE PLAN FOR I.E.
b-80
QODC O 0 t-83 4dQp°� 0p
0b-8D 0b°o. I I 1 111
O
°o O -III-)III
°° 00
pp--�� 0n
III i�
I I IIIIII-III o °� `
COMPACT
SUBGRADE
TO 90%
10'-0"
NOTES:
A. SLOPE CLOSEST 10' OF 4" PERF. PIPE TO MAKE
CONNECTION TO COLLECTOR.
B. BACKFILL COLLECTOR TRENCH AS SHOWN IN DETAIL
C/L500.
C. (2) TWO WRAPS OF DUCT TAPE REQUIRED AT ALL
CONNECTIONS.
IMPORT FIELD TOPSOIL,
SEE SPECIFICATIONS
3/8" PEA GRAVEL
NATIVE BACKFILL,
COMPACT TO 95%, AT
EXCAVATION WHERE
LATERAL ELL TEES INTO
EXISTING MAINLINE
6" ADS PERFORATED
PIPE
ALT. CONNECTION
WHERE INVERT
ELEVATION ALLOW. 90
DEGREE ELL W/90
DEGREE REDUCING
SNAP TEE.
90 DEGREE REDUCING
SNAP TEE OR 45 DEGREE
SNAP Y AND REDUCING
COUPLING AS REQUIRED
(NO SADDLE TEES)
2" MIN. DEPTH, 3/8" PEA
GRAVEL BENEATH PIPE, TYP.
LATERAL TO COLLECTOR CONNECTION
Scale: 3/4"= V-0"
10" ROUND CONC. VAULT BOX, FLUSH WITH
PAVING WHEN LOCATED IN PAVED AREAS
PROVIDE 6" OR 8" WYE, 45 BEND AND
ENDCAP WHERE SHOWN ON PLAN
FINISH GRADE
COLLECTOR LINE AS SHOWN ON PLAN
NOTES:
1. EXTEND CAP TO SUBGRADE AS SHOWN AND LOCATE ON
AS-BU I LTS.
2. LOCATE CLEANOUT OUTSIDE OF TRACK OR INFIELD LIMITS
AS SHOWN ON PLANS.
CLEAN OUT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
'D RENTON
Planning/Building/Public Works Dept.
Scale: 1 "=1'-0"
forOF W A SN
N���ff1777J RA SSM 1 G
Q
1430 NE 65th Street `
Seattle, WA 98115
S EXP.61 G \
t: 206-322-1732 C a E A R
fora.land
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 06/07/2024 '
CASCADE ELEMENTARY SCHOOL
FIELD IMPROVEMENTS
SUBDRAINAGE DETAILS
DATE:
04/19/24
FIELDBOOK:
PAGE:
L6.01
SHEET` 34 OF: 34
0
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O
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