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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. co 00 N CASCADE ELEMENTARY SCHOOL 0 Lu PAVING AND 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 *1,946 CY **1,585 CY FOR IMPORT OF 0" - 12" OF FILL MATERIAL FILL **1,765 CY FOR FIELD. TOTAL EARTHWORK 3,711 CY 43667 ITG Sv,� Nat, E� 1TH 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. RECORD DRAWINGS SE /28/2 REVISION BY DATE 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: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ AP P R APPROVED: JAJ SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VICINITY MAP i L r, al OF goo �kN 161n 5[ c f .� .n PUP,'.•I Jf. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CITY OF RENTON Nkav Planning/Building/Public Works Dept. Sheet List Table SHEET 1 OF 40 C000 COVER SHEET SHEET 2 OF 40 C010 NOTES SHEET SHEET 3 OF 40 C100 OVERALL DEMO & T.E.S.C. PLAN SHEET 4 OF 40 C101 DEMO & T.E.S.C. PLAN SHEET 5 OF 40 C102 DEMO & T.E.S.C. PLAN SHEET 6 OF 40 C110 T.E.S.C. DETAILS SHEET 7 OF 40 C200 OVERALL CIVIL SITE PLAN SHEET 8 OF 40 C201 CIVIL SITE PLAN SHEET 9 OF 40 C202 CIVIL SITE PLAN SHEET 10 OF 40 C210 CIVIL DETAILS SHEET 11 OF 40 C300 ADA OVERALL CIVIL SITE PLAN SHEET 12 OF 40 C301 ADA DEMO & T.E.S.C. PLAN SHEET 13 OF 40 C302 ADA PAVING & HORIZONTAL CONTROL PLAN SHEET 14 OF 40 C303 ADA GRADING PLAN SHEET 15 OF 40 C310 ADA CIVIL DETAILS SHEET 16 OF 40 C311 ADA CIVIL DETAILS SHEET 17 OF 40 L1.00 OVERALL SITE PLAN SHEET 18 OF 40 L1.01 SITE PLAN ENLARGEMENT SHEET 19 OF 40 L1.02 SITE PLAN ENLARGEMENT SHEET 20 OF 40 L2.00 OVERALL PLANTING PLAN, SCHEDULE & NOTES SHEET 21 OF 40 L2.01 PLANTING PLAN ENLARGEMENT SHEET 22 OF 40 L2.02 PLANTING PLAN ENLARGEMENT SHEET 23 OF 40 L2.03 SOILS PLAN SHEET 24 OF 40 L3.00 OVERALL IRRIGATION PLAN SHEET 25 OF 40 L3.01 IRRIGATION PLAN ENLARGEMENT SHEET 26 OF 40 L3.02 IRRIGATION PLAN ENLARGEMENT SHEET 27 OF 40 L3.03 IRRIGATION LEGEND & NOTES SHEET 28 OF 40 L3.04 IRRIGATION DETAILS SHEET 29 OF 40 L4.00 SITE DETAILS SHEET 30 OF 40 L4.01 SITE DETAILS SHEET 31 OF 40 L4.02 SITE DETAILS SHEET 32 OF 40 L4.03 SITE DETAILS SHEET 33 OF 40 L4.04 SITE DETAILS SHEET 34 OF 40 L4.05 SITE DETAILS SHEET 35 OF 40 L4.06 STAIR AND RAMP PROFILES SHEET 36 OF 40 L5.00 OVERALL GRADING PLAN SHEET 37 OF 40 L5.01 GRADING PLAN ENLARGEMENT SHEET 38 OF 40 L5.02 GRADING PLAN ENLARGEMENT SHEET 39 OF 40 L6.00 OVERALL SUBDRAINAGE PLAN SHEET 40 OF 40 L6.01 SUBDRAINAGE DETAILS biPplewugff Gull Course 0: Cascade Elementary School IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS COVER SHEET DATE: 02/28/2 PAGE: C000 SHEET: OF: 1 OF 4( R-429301 0 O N A, u 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 � 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. 4T ow " Hr �`� RECORD DRAWINGS SE P/28/25 SURVEYED: SCALE: W DESIGNED:PIZ JAJ SSE DRAWN: DJD/AJJ 43667� ONE INCH � E CHECKED: AT FULL SCALE NAL �� IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY m /�-7/�m5 NO. REVISION BY DATE APPR JAJ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS NOTES SHEET DATE: 02/28/2025 FIELDBOOK: PAGE: DRAWING NO: C010 SHEET: OF: 2 OF 4C R-429302 C'7 N I I 0 W I- 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 I - - - - _ - ,- - ans - n - - _) ans - - ens - - -7 _ s ENTRY/EXIT I - - - \\ EXISTING FIRE LANE \ 4I I � T17 - - aAHBL #107 REBAR AND CAP I� / \ \ v N:170558.0890 I ens - - f ans - - ans Ins - - /- - l E:1306250.4050 I � ens ELEV: 457.41 1 I I `" s� G T - SUB I --SUB --S15 - - - SPB - - - 6B - - - S4 / X 10' WATERLINE - - SU T EASEMENT �`�' I - - - SU - - -SUB - - -I SUB - - -I SUB - - - SUB IIII $ B -- - SNUB ---ISUB ---ISUB -- 1SUB - - - �UB l I I REMOVE EX VEHICLE SWING I II I - - iUB - - - )SUB - - - UB - - -ISUB - - - �Ug �UB - I GATE. EX POSTS SHALL BE CUT III / I I Ili I I AND TORCHED DOWN TO GRADE. I I I - -/SUB - - - ISUB - EXISTING ATHETIC FIELD AT - EL - �Ug - - - IUB I I % JACK HAMMER/CHIP OUT EX I 7- GASH I I CONCRETE FOOTINGS THAT ARE I--- ( SUB — — —IUB - - - s B - - - sub --- Iu6 - - - s B ABOVE GRADE AS NEEDED TO BE III I I EXISTING SERVICE/ FLUSH WITH GRADE. FILL IN I I I I +- - -I SUB - - - g - - - SAB - - - SUS - - - SIIIB - - - SUIB DELIVERY DRIVE HOLES LEFT BEHIND FROM POST I 1 I I I I° C /_ 1 REMOVAL WITH CONCRETE III �UB - - - s lB - - - SU - - - Su sub - - - S / FLUSH TO EX GRADE. EXISTING COVERED ub U. I III / PLAY STRUCTURE S B --- SIB ---SUB --- I - -- - I III III - N SUBI Sur$ — — su61 � I IIIII I � I I W IIII I I� I I, I N 11 II III I aIIs — — ens N _� 11 L\\I\\II I /I IIII J I I — — - SUB L — ISUB — — — IuB — — —ISUB z II I I� / I EXISTING STAFF AND I I I I I I I I - oo I I I 1 / VISITOR PARKING LOT EXISTING CLASSROOM BUILDING III I - - • yl1 I I (IIII / / I I - Su I- J- - LUB - - - �UB — — — SUB I I / I I hill/ I ` / I I� IIII // I IIII / I • I • — SUB.bUB — — —ISUB — — —ISUB 4 1 1 I- -3gII III MAIN SCHOOL I I I - 9 ENTRANCE I - - SUB - - PUB - - -ISUB - - - �UB I I 1 11 I I I I I / I I TAX PARCEL 2823059034 AI I I I it VHE SUB - - PUB - - - I SUB - - - PUB -I IIII / y: I I / I I II I \ A.: f ® / SUB - -ISUB - - SUB - - - I SUB J III I f .::3�. •:: I III I I I I I I I o SUB - SUB - - I SUB - - -ISUBLO I N I I -- "`/ I / I I I AHBL J108 I I � III I I � y EXISTING ASPHALT j I I I I I - NIL AND NHER SUB — — SUB — — -� SUB 1 / : PLAY AREA I N:170 6. 830 , E1306453.B050 o I AHBL #102 Z I I I ( \ / I + LEIZ�3.26 - �Um NAIL AND WASHER �LI I I o / I / I N:170181.0530 III III a5g I I I I - I I d I I E:1305807.9240 I Q I I I I _�_ I I J RUBERIZED aD SUB - SUB -- -I- SUB I I I ELEV:465.88 III 9 1 I I ( I I I I I I H-6 SURFACE SOFT I I r eaes 1 /- SUB -- - I E PLAYGROUND I QB I I , y 1 ` - SUB - -I- SUB - - Ir- SUB I 'IIII I SUB - - SUB - - \ sue I I j I \ I IIII RUBERIZED PAD \ II �f EXISTING DROP-OFF \ RUBERIZEDPAD o \ ens — —I— ens — — o I I I (r 111 1 1\ iN l 'IAND PICK-UP DRIVEWAY SUB ---ISUB - - - SUB - - - IUB III I SUB — — — 1 I IR I IIII I EXISTING I \ 1 1 \ \ I ENTRY I II II — I I I 11 I II I I G I III II I' II I _ — — — — — — — — — — — — I I I I I I I - Jq c y of w�sy O w PIZ W� 43667 L E�G� NO. oa RECORD DRAWINGS REVISION - - �g - - - SUB - - S JB P EXISTSIa ATHLETIC F D - - U-� i I 1 / — — I suBl IIII I / -- S�13 - - - SUB i--- su� - - - SUB I----- sUBI- -- SUB I I 1 I I 41 -%I- SUB - - SUB II - - SUB\- - - SUB - - SUB Ir - - SUB I --I I I III —� --- s -L-- sue 4-- SUB -- SUB 1 -- sue 4III I —� \ —sue —I— —sue —sue -- — SUB } I I �I II I SUB I- - - SUA - Su - - - SUB'S \� \ SUB\- - - su� ( Su - - - SUB 1 I I I I 1 p b V III II SUB — SUB ii ii III � I� I I I I I I I SUB - - SUB — -abb- SUB IIII � `� I � y�r I IIIII I SUB - l o SUB - - SUB — — SUB — SIN sue — —II— SUB II SUB - SUB - - SUB 4 I IIII \ SUB - - + SUB - - \ I SUB IIII � I I 11,r I SUB - - SUB - - -'SUBco JI I I -ISUB - - I SUB - - - (SUB r CD FAX PARCEL 2823059133 III IIII I/I/ / N J II �^ ­4 I — — — — — — — 'd LINK O \ cr v 16 .44' 89° 10' 39"W Cl 02 SE /28/25 SURVEYED: DESIGNED: JAJ/SSE DRAWN: DJD/AJJ —CHECKED:. AJ BY DATE APPR I APPROVED: JAJ SCALE: 1"=50' 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/ /T 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, CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS OVERALL DEMO & T.E.S.C. PLAN DATE: 02/28/2 PAGE: C100 SHEET: OF: 3 OF 4C R-429303 G X ` - — — —�F T_F�E_NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. ---- i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —44{} ------------ — 44g- — _ -___�-----------------44� O � —447---- 0 10 20 40 � STCB 2133 RIM=445.88 INSTALL SILT SCALE 1 if = 20' U / Q I 4" CONC SE IE=444.15 FENCE II CLEANOUT PER SD(R) x SD(R) SD R I RECORD DRAWING x x Q� Q ( ) SU(F SD(R) APPROXIMATE IE= -2.3 x 'v� rn LOCATION (TYP.) I ( ) 12 MAIN LINE SDCO x ens — _ PER RECORD DRA WINGS x x x iE r 3.45� I I ns — — —dens — — — —d— — � — x � � � — � ns — moans --� -- I� I I I m m m m T— ens — d —ens — dens c \ m cn cn m m m m I m m M I — cn �n m Vol �� j x I x I I 01 �� w �x 0 x I x I x - - _ - _ I x I FF �x X447__ _m x m m I ,— -- —I T I--_--I----� ---- 7 --I—_ I I c I m N _—_ ----� --- m m m cf)m I m m -- N �' I V) co m m — 947- — _ co V) I► I c W I I ��N I �o � l z �, I II I x cn co �x X m m I i x x fx old �x I I �x \ W I v I Icn cf) cn cn co (n V) how m m I I I I l I I l I EXISTING ATHLETIC FIELD c co I I\ INSTALL SILT FENCE I I I I I cu c I l I o I I l SEE DETAIL (TYP) m I I I I l l � I l I I m m Q m m I c 8 > k �p a m Q m Q -I- I W I C0 C110 I �o l I� I cps n n N --_ can 9 �n �� m m� I I l ih I x I x x I _ _EXISTING ATHLETIC FIELD WITH UNDERDRAIN l �X - - x N cp "' `per �' �� I l I STORM SYSTEM TO BE RECONDITIONED WITH - - -l- - - - �- — — , ,l x 1 I x I c TOP 3" OF SOD, ORGANICS, AND DEBRIS TO m - m m m I BE STRIPPED AND REMOVED THEN PLACING FILL 1 c I m U' "' cn can m MATERIAL TO BRING FIELD UP TO FINISH GRADE m m m l 00 l I I cn v PER PLANS. EXISTING UNDERDRAIN PIPES AND 0 m m °�° m I 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 I I m m m l I I I I I x l I x NcC(3 cn cn m m m m m m m c I I I i Z 0 I I I x m �� m I,,� I—_—_--p--- ----��--1----J�-----�— H - m x �, x TAX PARCEL 2823059034 I M co s m -- c 40' �cn —44-,R —I—_—�—�� vo xc�n v� x N m x m m x m_ m Q L— I I l IE=(-1.50) I STC6 1754 RIM=449.47 xco cn M _X — I 9 I I REMOVE EX 4' CHAINLINK FENCE I I ° LLJI z I I I cn 6" PVC S IE=447.73 I I l I I I I l z (THERE IS NO MOW STRIP) AND m I CLI � IP m �¢ I I I D o I I H c I REPLACE WITH 6' TALL GALVANIZED m �o 1�1 m m m m m CHAINLINK FENCE PER L'SCAPE PLANS. ��� �I � cn cn COR E � pm m cm Om m O l I x �I w I l INSTALL CATCH BASIN - - - (T�) _ l - _ - —1 - - l I l V PROTECTION (TYP) I �I I I SEE DETAIL I I o I I® \ \ �� m m 7 I m m m I I I ( O I I I cn cn C cn cn I ° m m _ � N o l �, I � I I � � -� \ I , � c°� SAWCUT AND REMOVE PORTION �� N (' 1�F EX ASPHALT PLAY AREA TO I I I 450, o I I 7- INSTALL NEW FOOTBALL FIELD. l I �xl SEE SHEET C201 40' PIPELINE EASEMENT � m x m x m m x � V 1 AFN 47�5922 I i v�i � m m I I m m \ cn co V) 00 cn cn '� �450— m— cn N II REMOVE EX 4' �o I I I �I I I I I I I I W CHAINLINK PASS a THROUGH GATE I m o m o� I l I o I s I I Vi - I x I N X� c�x cndo x x V) LLI l I II I I l I I I PROTECT EX l m m m I l I l-- ---- _- COVERED PLAY I I c REMOVE EX DUGOUT `� c� _ - - _ m m� - - - � - - _ m I - - STRUCTURE I I 0° CONCRETE PAD I l `�� �' s can l I I I o I x O �x I •lz , I I I — 1I I x l i I I l I x I x I l l m m I l I c m EXILING ATHLETE FIELD m m I I I® ® I I I REMOVE EX I I I DUGOUT BENCHES I x I I x I N I l rn I I II Imo/ I m m m x l I x I x l c m cn cn > > m mcf) cn m I CD > cn V) c I N �' I ����---- l I EXISTING ASPHALT PLAY I ---�1 Q I I 1�--_ — r LIMITS OF REMOVE EX DUGOUT, s� I� \ N _ t- OVERHEAD - - - I I BACKSTOP, AND CHAINLINK - m� �o I _ _= I r' I pm STRUCTURE I I FENCING, INCLUDING GATES, co m m m C° CD POSTS AND FOUNDATIONS (TYP) cni x x m I REMOVE EX DUGOUT cn s I CONCRETE PAD I I 0 P m m I I� x x � cp J I p°p Om I c �9� m � � x m m S �W m o Om Om C3 ° N � N I I �STO x cn `. _ Cn L l� I I REMOVE EX I I - - - - ! N` DUGOUT BENCHES IGHT I I / - I SEE RFOR CONTINUATIO^ �,_.T� _ RECORD DRAWINGS SE V/28/25 SURVEYED: W DESIGNED:JAJ/ SSE ti DRAWN: 43657 DJ D/AJJ ! S EgCHECKED: T JAJ �sI�NAL �mCs �77�m� NO. REVISION BY DATE APPR APPROVED: AJ SCALE: 1"=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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=(-1.5�455— — — — — — 00) � / 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 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. I'R CITY OF [—"6� 1 RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS DEMO & T.E.S.C. PLAN DATE: 02/28/2 PAGE: C101 SHEET: OF, 4 OF 4C R-429304 RG E. 5 E., W.M. 3" CPP SE IE=443. INSTALL SILT FENCE — — — — — _ _ — _ _ — _ _ _ _ — \ m 6" STORM LIN, SEE DETAIL (TYP) \ \ — — -447_ _ SO( SD PER SD PER RECORD DRAWINGS cgo \ \ \ \ — — — — — — — — — _ STMH PER 0 DRAWINOS,-APPR-QXWATE \ 6 Q SD \ / STCB 2141 RIM=446.18 D / LOCATION SHOWN S\ � x FF N 6; 6 Q \ SD Q SD P 6" CONC SE IE--443.85 UNABLE TOLOCATE\ SDc x 12 MAIN LINE X IP Q �\ \ — _ _ _ �� _ /' CP — d ans — — d a S — — —ins — — S — IE=(Q 4.30) PER RECORD DRA WINGS x �'� IE=(�s.�o) 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) 6 v� cn Q� Q� m Qom m Q m I Q \ — — � II rn I cp m �6 m �� — -m— , \ J / ° —L — ens '� I I Ix I x I �' 1� 5 _ — �4�-�— a \ / II D�E (TY\) cn _ co SI�CB�B9��IIIM=44&c46� I REMOVE EX DUGOUT c�i � � 6" CPP SEIIE=443.93 I I I �X m m o, m //—I-----�-- m I I I I I CONCRETE PAD I 1 cp> \ a, — �/ I m m m m I I m I I I 1 I x x \ f l �� c �-A I I U � m I 1 o I I I I � �' I t m m FF 00 x l I x I 1x I x Ix PROTECT EX BELOW I o I �I 6 I "� REMOVE EX cn R z m °� m m I GRADE POWER CONDUIT x x o o� / \ cn > > > °' I m I I I DUGOUT B) IV, S cn cn cn m (ASSUMED DEPTH OF m I m I 01 x �' `� COVER IS 2-FT) V) m I EXISTING ATHLETIC FIELD � — x \` �� m I I I � cn 1 m REMOVE EX DUGOUT \ CO �I BACKSTOP, AND CHAINLINK m -,>xm �m m cci) , C/) n c� CPO m W x I x I x `/) CP X�— I I � I cn V� n m m m X, N N m o CONTRACTOR SHALL PROTECT A C �' I cn — — -t-448— — — — — I ° FENCING, INCLUDING GATES POSTS AND FOUNDATIONS (TYP) a \ / J I I \ �x CP I I N x \ m ix m can m cn REMOVE EX DUGOUT CONCRETE PAD 00 1 Of PORTION OF ASPHALT TO m X I I`r�' I m Q m / --I\ / 11 REMAIN FOR SURVEY I x x I cn CP / \ m m BENCHMARK TO BE PRESERVED I I I X 1 REMO' \ m _� TAX PARCEL 2823059034 I _ _ y DUGOk1T-UTCIE \ co U. m m — — — — SO° 49_ 21 "W 236.60' 11 = I INSTALL CATCH BASIN c I I — cn — — _ — _ LLJ— — — — — PROTECTION (TYP) m Q I —I— N m m m m m m m m Of / `` SEE DETAIL ' I I I �� I I �' cn n \ V'cl- / co m _ o — Q Im XD x c 10 I �� _ I I TAX P EL 2823 59133 _ cn cn t' x m x m X I I r'cp m 9 I I I SSMH (REC RD)\ \ STCB PER RECOfD I V) N � m I �x x = x l -- DRAWING ,---— IE=(-,.50) I I� `� N m I I I I x I Ix I \ J / IP I'co m� O Z I I I I -ONx I I N I (5� co �, �� 5 O I �m I I I I x l I I x I I I I �X HI cn N m I I mcn —45P-- m Z 4 SAWCUT AND REMOVE PORTION I 6 I I I I _o N �, �' o c�n��r >=l)_% 1-4 I OF EX ASPHALT PLAY AREA TO I I j I� � x I I o �', I j I I� o C INSTALL NEW FOOTBALL FIELD. m I x x r' I o I /v Z I SEE SHEET C202 m I I m I REMOVE EX CHAINLINK I I I x x l00 / cn cn m m U' FENCE AND POSTS TO O I — I v I I INSTALL NEW GATE AND m V I X I I I I o I FENCE. SEE SHEET C202 `s m cn 0x I 0cd O EX SOFT m m I I o m x Ix SURFACE PLAY cancf) m 6 m V) INSTALL STRAW I I o m I WATTLE 1 rnX I �o cn I SEE DETAIL c$o PROTECT EX CHAINLINK / I FENCE TO REMAIN EXISTING ATHLETIC FIELD I 0 I — — — — — — — — 451— — — — — I 1 ------452-— — — — — — — — — — — — — — — — -----452----- I V m m I------453--— — — — — — — — — — — — — — — — — ----453------ -- cn i 1 / __ _ __ —454-------------------------454-- —� W __ I o I I _cf) m /�—— —x x-- -- — S\N�—MS MS_MS—MS_MS MS�MS MS III m m x LY I- — — — — — _ — `� V) I // / / g� REMOVE EX CHAINLINK LLI " o I I I PROTECT EX m � LIGHT POLE AND FENCE AND POSTS TO PROTECT EX SIGN I / / INSTALL NEW GATE AND AND POST TO � BIG w I I I / / / POST TO REMAIN FENCE. SEE SHEET C202 REMAIN mm 1 PLAYGROUND — RULES \ 1 J ■ EXISTING ASPHALT PLAY G cn w� s "' I CC) TOY \ I I I III PROTECT EX CHAINLINK // �\ m m I I I I FENCE TO REMAIN HOOP Q s m II I � i IP �I x m m �� / V) m m "14 U vri/ / / SSMH 2646 RIM=452.05 t — — / Z / / / 8" PVC W IE=445.4t x �� - / / 8" PVC NW -SE LCENTER ADDER NEANNEL=445.01 EXISTING PARKING LOT m m Lo/ / c V) / X 00 43667 9 'IS T Egg �� NA1, E� 061 RECORD DRAWINGS SE /28/25 SURVEYED: DESIGNED: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: JAJ SCALE: 1"=20' ONE INCH AT FULL SCN_E IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Ln O 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. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS DEMO & T.E.S.C. PLAN DATE: 02/28/2025 FIELDBOOK: PAGE: DRAWING NO: C102 SHEET: OF, 5 OF 4C R-429305 rn N 0 W I— DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC --��------------ 6' MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED 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.) NTS 1 Not Used 2' MIN. 12" MIN. III I__J 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 2HAV 2.4. 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 6 INCHES 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 fiRl DEPARTMENT GAZ PUBLIC WORKS SILT FENCE PR 9/28/2018 1 Pvbi� �:.T NTS Not (: 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. BRACE RAIL TENSION WIRE A" JAB AND CABLE y o� wASIq C) CONCRETE BLOCK �,�,� 1.666 INCH O.D. STD WGT GALVANIZED W rIZ CORNER POST W� NTS4 43667 O Construction Fenc ng 9 ��IONAL /2- / 1TO :45 An NTS (:Silt Fence RECORD DRAWINGS REVISION DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 \ 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C— OVERFLOW BYPASS 1 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) o' 1. 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 IS NOT TO SCALE (NTS) STD. PLAN - 216,30 PUBLIC WORKS APPR ED DEPARTMENT CATCH BASIN INSERT IGAZ 9/28/2018 1 rwiwo� nami.vaw, DATE NTS 1 o Not Used SE 2/28/25 SURVEYED: DESIGNED: JAJ/SSE 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 3'-30'. SEE NOTE 2.3 �i. ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS /. SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS ADJACENT ROLLS SHALL TIGHTLY ABUT % �bl Vk---",- V� LIVE STAKE 3"-5", SEE NOTE 2.2 A 8"-10" 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 314 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 318-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 112 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 APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 1 nmo� wo.a nam,"unmo, DATE NTS 1 1 Not Used CITY OF RENTON Planning/Building/Public Works Dept. NTS (: Straw Wattles :45 AN CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS T.E.S.C. 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' ,.'•' PERMEABLE CONCRETE PAVEMENT r r r r CONCRETE CURB REPLACE/REPAIR TOP RAIL OF EX 8' GALVANIZED CHAINLINK FENCE. SEE L'SCAPE PLANS (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 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS OVERALL CIVIL SITE PLAN DATE: 02/28/2 PAGE: C200 SHEET. OR 7 OF 4C R-429307 0 `` �=- 446.88 1 - �- �'`` �"-�" - W - - -A-P� QIV TH-NW-114••QFT-H-E_NW-1% tiF EC. 28, TWN. 23 N., RGE. 05 E., W.M. METAL BLEACHER �5 TYP v .v .v �PADOF SRTR)kSfl- _ .1, - \" - � - q'- -' - � - � - v - .v - .k -.v Imo- - _ - - - - _ SEATINfa PER I EC 446 �' .� .I. �. m- - -� - -�- -� - _ .I. Z- �r ��Ir �4_ L'SCAP�E PLANS �, �, ` �.8'3� .5y \ \ � E�'4" � - E .� .� .� -.� - .� - m - -.I�_ -�4G - �- •� - / I \ 447�\ �E�BASE,�AL EXPANDED PQR41E�8 N 446 4\ERLSCAPELAVS '\UNbERDRA -- I 44e94 \� A� . . . SUB - ` \PE��L'SC\AP�\ S \ =_m SUB: � - . PRdTECT'EX STORM `1' 447.03.. - SUB CLE)6OUT TO REMAIN. . . // :-:-:-.•:•:•:•:•: STCB2133RIM=445.88 �ADJUSV_ TO F�11SH \ tO CT X OF�bI . . . . . . . / GRADE rn\ I/ i�&m- rn : - ��r - . . `sue: :::: : : - o- \ : Q : \� : Q (R i� �� :�-��SL R) -� � _� ( \ \ \ �D R� ; ENO T T��RE I :.\.x�� :x UT,: _ ::: R SD ADJUST FINISH`GRADE I' ( i SD(R 9 RECORD DRA .t �. SD( MATE \: -� :: �G� .: ,, :.:. cf'�. �'(, 6 OCATiO4''(TYP.) s� _ _ � Ifs _ - x x s I / ans -- _ PER:. CORD:DRA :IV-0 IE= 3.45 x _ \\ \\\\\\ \\\\ \\ cD - - - I 1 : IN. RE ASC THICKCOf RETE: :.: . I4 THICK .ONCR--ETE \ \ \ OLY L6 K L A \ \ e cn I II : AD FOR BL CHER �. WITHIN D GOUT m I I �447.23 I �:::::::: cn. I ` \ \ ` \ S J' B 0 FIN�ISH�RA�E. \ \ \ \ CC) ( ) FOOTPR]I�9i I \ d I' ISEATING 7x 2 I I I 447.4 . �. Q :: �I� 4� .8� (E cn Q N > Q �: I 4�CONC6tETl II : I I.: ; cn < I as I: �\ I I PA FO R TRAi� 44.32 Ii I ::: ' s o cPo N .:I.:-:.:.:.: P E TEXSTORM I ECEPTACLE ' `��. I . I I - �- . x . I . X . �� \� �- '� '\ \ \ x \ \ \\X \ \ ` x\ \ \ \x \ \ \ \ I. x I II:: m. ..:::::::: I I. : \_ - L N T TO-REMAI \ �\ I x � m I --- - ---- I (4.5 x4.5) a. n '447 II : - ::m. :y - m \ ®\ \ �-AD ST�O F�NI G I� � � \ \ \ l\ \ \ \ \ \ I THiCK:CONCRET 470 THJND�GO.UT : I1 F o4 w y:PNk :►I. : tA .. I : IMPERVIOUS LEGEND LAYER QUANTITY T!X�rl \ \ . *80,255 SF f� W�FI�LD� . . 3,962 SF :'FjE;INFIEED. ;•'. '•'; *8,185 SF NKWOI ELD;•'. •'•'. 3,288 SF !� 3,795 SF �.. W-N.c 'vTk ; '°: 815 SF ASPHALT 351 SF TOTAL NEW & REPLACED IMPERVIOUS: 12,211 SF �� x. I LS. \\ \I\\\ \\ \\\� \\�\\�\\�\ G I- . - - \ \ \ I\ \cs� s ` �\ \�I ` `�' ` C, ` *NON TARGETED EXISTING FIELD AND BASEBALL cn Vn . Cl x m x m x x x Q 447:8rii . _ _ x ___ _ cn . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � INFIELD W/ UNDERDRAINS ARE CONSIDERED CC)IT �� I �' °a MAINTENANCE AS REMOVAL AND REPLACEMENT T T: II\\TV \\ 1$ KVG THE I IE xY Q I \ \ I II : k : I I ` ` SY<E LAid NS' I� I\ \ \ \ I OF MATERIALS DOWN TO SUBGRADE ARE NOT I� \ 4147.90 I J 1 r� OCCURRING. SEE LANDSCAPE PLANS FOR FIELD ly Q�47.81 \ \ 47 I: I:::: I\ \ F\RC \ D1\\01� 1��1E Q \ \ \ I�I�\ \i � � � � � � � � � � � � � I AND INFIELD RECONDITIONING. Il: m M \Ix\ \ II , ....... .. .:.:. I 1 : ���\ I\ \ \ I\ \ \ tL `�L � -<� -�� '�� � -�- ,� \ \ \ : 448 I E S ISTIG H�LSIC \IEWT.H AIDI RM S STENI'TOIIE`R NTHM D ` H\- _\�X\ �\ I o C Al E cg' 'm \WDx\bR�N(qS 4NDRE$ S -M \ FE KGFWI Pj�. I c ,I ,I \ I UNgERDRAl PIPE cn � v��� m u'� V'� m B ST IP ED AND REMpVED THEN 8 ACING FILL SCAPE P S II �� \ �\ \ cmn� �E � B�ING�I lATOOI H &A[ N �1 �� �� i I P P EX TI I I R N E N �' m I �{{) �� I I cp TI LO OF R(J GHQ EMI D�AI� X U D� DRAINS THA IA�ZE I �I \CUUN ` APPED AN[ R �vll S�$- DV( �1G \�6' c.\ \ LO 9ED� \R4 USE SHALL m m I ISTU B D. SEE LA / I x I I x x x �� �I ` \ �0 \ABA' E�IN PLACE ( ) ` ` �'` `� \ m\ \ \ �\ \ \ �� �� m\ \ \ �\ \ m� \ \ \ \ \ I\ \ \ \ I\ \ \ I j u� m m m 449 I �I x �J x\ \m\ Ih�\�\ �� A�\CEk,\2 0�q \\(-1\0) CBI 1%4 R y "\P IVC S, IE- 47.7 I I F1 m m m c m m I LIMIT I9IT ~ cn \J . . . . .cn . . . . . . . . . . . . . l . NiT LIMIT 1 W \� �� �� � � �m \mac\ I CONCR�E M m m m m m LI Z N x \I OLMN ����XI .�, I I `: I �� `I' I-- GA i N m m cn m O I I u Lid 0 10 20 40 O N SCALE 1 "=20' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' CONTOUR (INDEX) �1 CONTOUR SPOT ELEVATION TIC109.86 T 109.36 BC 109.36 GRADE BREAK - -RIDGE - - - - - - VALLEY ASPHALT PAVEMENT CONCRETE PAVEMENT • 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 x\I \ \ \I \x \ \I �'\I \ \ \ i - i------, I r SEE LEFT FOR CONTINUATION \ I I I M II cn V)� m J 452.94 , 9 I m 4 \ �� �cn �cn �I PROTECT EX CATCH SIN IIO I.L Il\\ REMAIN:'ADJUST-TO FAH cn I \� 4 GRADE NECESSARY � I I / m m ' -{- �� o I I -EtEV 449.47(EX) I STANDARD ASPHALT 4 .97 - - - - - - >� W I PAV�MENT iv I �o .1, .I I .�I ��} x III \ SIC ��x�l �I �I �� \ CATCH BASIN TO CONTINUA TO 4 2.99 _4- - - - - - - - - - - I 40' PIPELINE EASEMENT > > °� x I SEE DETAIL I I -.V - �' � v1 4 92 �, m m x BE USED AS CATCHMItNT TR % 4S IE-(-1.50) �455- �I \ .. m IJ=1,� .I I STORMWATER RUNG& D e � -'� - m c210 `W I // L)kNDI�I lip- _ �Ij A �- -� - -- -- - -\� \�`so`i; \ \ �� \ o� I �I \ \ \ \ \ \ = I / SS` - ` CONCRETi`�P;- - - - - - _ Imo- - - - L;PSHT-��J J CP J SEE LANDSCAPE N I / ��tr� �1VXCLLSkAND.1. - - - - - ------------------ ------ �� �`' \ s� boa\ PLANS FOR GRADING / 455.52 e W" HA cn ,,DRAIL R / 07 �' x cn x COi umi -' C0 INFORMATION (TYP) W - L'SCAPE PLA MATCH EX ASPHALT I ■ w = ^ GRADE (TYP) AHBL #107p4jlb �\ \ I \mLLIm - -- -- I REBAR AND CAP � � - •I. / � --� ->� N:170558.0890 \ / L \ \ �I \ \�' E:1306250.4050 458.04 r x x` x � ELEV. 457.41 I I \ PERMEABLE CONCR TE II x x PROTECT EX SIDEWALKS, �: \ \ 1 �y �� COVERED PLAY -� 8 458.10(EX) I �� SEE DETAI c� �\ \ M m X11II�A E FXL I STRUCTURE -A2 I • I �� 458.14( ) I I'x \xr-- �` II.x x \ \x02 \ \ I ® I -45 \ m �� I EXISTING ASPHALT PLAY I x \f ILMTS ��_� OF OVERHEAD I I I m�\ x m N _ I STRUCTURE-452------------------ Nn cu \x�\ \ O'P SEE RIGHT FOR CONTINUATION on t 43667 9 `rsTER�' G1 'NAI, E� 1TH RECORD DRAWINGS REVISION SE 12/28/251 1 SURVEYED: i m E17-1vm- DESIGNED: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ APPROVE SCALE: 1"=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. CITY OF RENTON Nklspr Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS CIVIL SITE PLAN DATE: 02/28/2025 FIELDBOOK: PAGE: DRAWING NO: C201 SHEET: OF. 8 OF 4C R-429308 Cn w G W W W W W W A PORTION O F THE N W 1 /4 O F THE N W 1 /4 0� C I 1'134-4RIM-446\22�.-28, -TWICI :a N., RtGE "05 E., W.M. .� PROTECT EX STORM � � �' PROTECT EX CATCH I 'P SE IE=443.89 ,I, PROTECT EX CATCH CLEANOUT TO REMAIN. BASIN TO REMAIN PROTECT EX CATCH -BASM-T` - - - q, BASIN TO REMAIN ADJUST TO FINISH GRADE 6STORM ADJUST TO FINISH GRADE \ o REMAIN ADJUST RIMS- I � SD(R S ELEV 446.80 DER RECORD DRAWINI ELEV 446.80 PROTECT EX STORM 447 FINISH GRADE AS NECESSARY STMH PER R CO \ \ � `I' D `I' � `I INSTALL CONCRETE CLEANOUT TO REMAIN. - `b` - lRAWINO�-'kPPR9 SD RIM 446.50 \ 14, 14, Q COLLAR ADJUST TO FINISH GRADE 446.1 ,I, ,I LOCATVN SHOW �\ � r' � Q Q INSTALL CONCRETE COLLAR 443.85 UNABLE TO LOCATE \ x I ,I, ,1l. ,I, ? � � v6' .I, .I, v �s v � � � � � ELEV 447.05 � � v v \ 4.30) � 12"IMAIN�LINE �: X �X � - _ �� �� ��.� � g� �.� � 1 S11, � Ians - - - - - - NGS, .1, � � � � � � IE=S CO) .� .� sal .� .� x x� �6 .� � � .� 1 \ N _ x - - SDCO \ I + + + + + - ---447 -- - .� �- x x _�` ���� 4 x IE=-5.85 I \ / + + + + +� + + DS 4j rn ( ) + `n + 'S' + V) + + + + + �6 + ° + °' + �+ - � 1 1 1 1 I �' 60 I m 1 CP > > I I I I I I I I I I I �I + + +gyp + +p + `n + + + �' +`n + +� '00 + + _+_ I-1� I I I I I I I I L I- I- t^ I T I x x x I a l I x l � m I �, I' I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / I HED�E (rY\) �t + + I + + I + + I + + co + + + + + �_ + + I+ + + + + + , / + �} + + 1 �- I - IM-4 a' I III 1 I 1 I I 1 I I 1 I� 1 I I 1 I 1 I 1 1�I 1 I I 1 I I + + +�- + + I + + + + I + + x m I 6" PP SE IE-443.93 1 I I I I I "� I I I �X I f I I 9n, +� + 00 + + °' + + m +��-� + -+ + + + + + + 1 + I+ + + {� + + + I I 1 1 1 1 1 11 I I I I I I I �_ cn > > m )+ I I I I I I I I I 11 + +m + + + +m + +m + +m + + + I+ +07 + + I I I 11 1 1 1 1 11 l l l l l l l l l l l l ��T xi cn N I XISTI NL tl IE� 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 111111111 II 1 1 1 1 1 f�FtlO�ffG�T1 �XQ1��/I 1 1 1 1 1 .� I o+ + + + I+ + + + + + + + + + I -I I I I I I I I II 11 II 1 (EANJO T Td Rd Al 1 1 1 1 -I No i+ + + + �" s +1 + + +1 �+ + I + �' + + + A + 1 + + +I I I 1 I 11 I I I ICI 1 1 Im I I i4L��U T I�VIs�HIQ A� 1 I 1 1 1 I 1 1 1 I I I N co I m + + I + + I + + �` + + 1 + + + + I' + + + x + + I + o + I+ + + m I I I x 1 x I p I I I I I I I \ + + + + + + + m + +m + + +1 + + + + + + + I + + I I I I I I I. m �, I I I 1 1` 1 1 1 �` I I I � � °' I I I I I I I Ix I I II I I I I I I I I `� ` h6 �- + I + + I + + I + + + 0+ + c"+ + N + + can + + N+ + 2�k + 1+ + m+ + + + I I I I I III rt rt -I -I- I-1� I I �` 4 I1� I+ + + + + + + + I + 1 + +I + �} + + N °' �, + + + I I II I I I I 1 k I I I I I I `� 1= \ �; )� 1 m 448 I m I I I 1 1 1 1 1 1 1 m l 1 1 1 1 1^ 4� 1 1 1 1 1 1� I I I Im I I I I I I II I I I III I I I I I I I I, + + 1 + +� + + + + + + I� + + + I+ + v I II I I' I m 1 + + +I + x> + + + + 1 ___-- - -I-1 �I-�418 1 {�1 * I7 l I-1V+� I� 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 I 1 1 1 Q+ u - 'w� + + + + °' m+ + I+ e- I+ EXISTING ATHLETIC FIELD WITH UNDERDRAIN + I I I I I I I I I I I I I I I I I \ XI x CP -�' m-- STORM SYSTEM TO BE RECONDITIONED WITH I I 1 I I I I I I I I �� I I I I 11� + +c" +- �� -" -+- ' �Tn TOP 3" OF SOD, ORGANICS, AND DEBRIS TO I IIE D R 11 Q, R III 1 I� I 1 I I 8� I I [� d�T NLI P I 1 I 1 I I 1 \ \ FENCE WITH NETTING BEHIND FIELD - -I + + I+ + 1 + 1 + + I + I BE STRIPPED AND REMOVED THEN PLACING FILL + tNQdCo 4A `�RE IL�SIC � I I III 1 I I r\ I I GOAL POST AND PERIMETER FIELD I I �II MATERIAL TO BRING FIELD UP TO FINISH GRADE I I I b l I 1 I lI�- m� _ cn -FENCING PER L'SCAPE PLANS +I +� + i + + +I + I PER PLANS. EXISTING UNDERDRAIN PIPES AND + 1 1 1 1 1 1 + + + + + + I + + + + I can - 1 m 1 I SECTION BELOW OF ROOT ZONE MIX AND SAND III 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 11 III 1 1 1 1 1 1 1 1 1 1 v� + Q + + �+ +cn + + + + + + +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 \ + 0 1 + I 1 + +map + + + + + U + � DISTURBED. SEE LANDSCAPE PLANS. + II` o z �'p `� I I T P EL28 3059 4 m I ml\\ I� + z 1+ x♦- 1+ `?d- + 'x +I + +I rs + a� + I + m + . � I I I I a� I I I - + I +� o Q + + 1 + I + + + + +x + + + + + X+ I �xE �� ' 1+ + I 11 1 1 1 cf)l1 1 1 1� 1 1 1 1 1 1 1 1 I 1 I ID i cn ul m m I I m 449 - 1 1 1 1 1 1` 1 1 1 1 xl 1 1 1 1 1 1 1 1 1 1 1 1 I I �1xl�l 1 1 1 1 1 1 1 1 \- cn + �� + + + + + +m + + + + +m + + I I I -I--� I II I I I I \K SO° 49= 21 "W 236.60' - + + - o + + + I + �, �, + + + �� - + +- + _ I c.� I I � h- �-- I I I I 1 I I I I I I 4- 1 `n m m F I I- I- 1 1 1 1 T I T- II -. � �} + + + + � + + + + +N + + _ _ +-�- -�- - �m + + m - - _ _ � -I-1 I I I I 1 I I I I I I I I I I I I II I I I -� / I � 1 T� �QI �� I + + I +_ + I- Tom- + --1 - �-+ --I + I+ + + + 1 I 1 I I 1 �I I I 1 �I I I Im IIIIII / m� - cA- _ - + + o + + + + + +F + + + TAX PARQ L 2$2305 1 3 + D PROTECT EX CATCH BASIN TO REMAIN. �- t � � o I Q +� + co REPLACE EX GRATE W SOLID LOCKING + '6 + + m 1 Q 9� I I ! I II I II I I I I \ / / + + + + I+ + + + + + + + +� + + + P LID AND BURY BELOW GRADE. cn '� m x Tx 1 x � I 1 � I 1 's_ 1 1 1 1 1 1 1 1� I I I I I I I II I I I I I I I I I I I I I I I SSMH�'(R®RD) I ` - ± (r,HWING� `+" + + + `�' + + + m +m + +co + + I F + I + +� + + x _ I + +\ RIM ELEV 448.00 �(_140) 1 + + I + + I + + �� + + I + + + 1 �+ + �+ 'v- I + + m+ + + + m+ + m I I I I I I I I REMOVE EX COLLARS AS NECESSARY. I r' 1 `� �, m I I I I I Z + I+ CONTRACTOR SHALL VERIFY EX RIM + + + + + i� x +1 + + I + 's +1 + +u) + + + +V) + + v�i + �j + m + AND PIPE ELEVATIONS AND NOTIFY + I + + I + I + + I EX STING ATHL TIC FI I�D x + + 1+ +x + + 1+ + I+x + 1+ + + 1 0 CIVIL ENGINEER IF CONFLICT TYP 04m I I I ' F'' IIII I I Ip I o / + (TYP) + + + + + + + +1 + +I + + +I + +I + +1 + + I + + + I 1 AHBL 108 + I + + + + + + + + + + + 1 + + + + + can + m + + _ m+ + In+ + + + NAIL AND WASHER o Q I I I o � z N:170236.5830 + _ + + + �+ + p 150 (p + �� s -4 - +- 1k m� + + m + + m + + m �+ Z E:1306453.8050 + + + + x+ + x + + I + I + �oi�+ �, + �+ + �+ + + irs + + s + x + r ELEV: 449.26 m m I x -� 1 o I rr , o p + + + + + + + I+ + + >- �-j +I + + + XI + + 1'< + I + + I + + I -t + I + +' I + Z+�^�-++ +`" + + + + m + + N nF + N + +� + /+ �+ + m- 1 + + 1+ + m+ + 1 + I+ + I+ + I� + " + + ,I, 00 + + �+ + + -\I+ + + + + +s�+�IGIETAL BLEACHER SEATING � + += + +N + + + 1 + + I + + I + + + + + o / O + + 1 M&CH E* SP14ALT + Imo+ + + + 1 + "+ + I + + PER USCAPE PLANS + `n + + �+Ps + 1 + + c + m+ + m+fir + + +ems + + + + Q / RA TY 1 x I I I o I cn + + � �( � + m + \.:k � + + + + 5 THICK CONCRETE PAD I +' + +I + + + +I + +I + + + + + + + + + ,I, p I m FOR BLEACHER SEATING I 1 I' + cn m + + + m + + + m + +CL (10.5'X22') I � 451.05 451.11 + BS 451.20 + + I + + i+ + i + x + + 4;}1.10 6, � 0 + I + + I + + I + + I + + + + l 450.97 + + + + + + + + + + I + + + + I + + + + I + + I + 450.97 - 451.08 CONCRETE STAIRS AND + + + + + + - PERMEABLEICONCRETE 451 HANDRAILS PER ESCAPE PLANS BS451.33 � � t + + 451- SIDEWALK LIMIT - I I I 451.12 �� IE- `t - -� - - - + + + fi CONCRETE STAIRS, �q5 SEE DETAIL V I (10) STAIR RISERS _ _ _ _ _ _ _ - - - - - _ AND HANDRAILS 452 45 _ 8 N .I, .I, •I' � � � 13:7 ® @ 6" EACH �- -45� 4 '1"- - � - ,1/ -,1- - � - - v- - PER USCAPE PLANS �45 454 4 4 c210 �W _ 451.42 I TS 456.20 - - 4 �� -� X _� �� {10) STAIR �551 451 • .� .� I � � ., ` .� .� .� � .� � � � .� � 45 - 0 451.57 ( ) T=- - RISERS �456� - -� �-�� I'c9 456.15EX I r-b---�Y ----k -'k-�- �k1 W �� _ \� 1IWI� - TS456.33 1 \\ STANDARD ASPHALT 40.3' I 451.27 y/ 35' 456.08(EX) llWl� llWl� llWl� - 6 EACH 456.50(EX) I I� N PAVEMENT o`-lQ x/ 451.27 MATCH EX TOP 456.52(EX) W - - - - SEE DETAIL c 451.80 s �451.18 /� i OF CURB �- 6 HT BILK CHAIN l m I / / / PERMEABLE MATCH EX TOP Lu a eEWALK LINK FENCE, PER c PERMEABLE CONCRETE 451.86 �� ,r, ,I / ELEVATION USCAPE PLANS (TYP) o SEEDETAILI 00 c � o 8 w LLJ c210 w � - BARS i PLAYGROUND - RULES \ / HOOP 452 28 EX �� I I / CONCRETE � � I � � /\/ / /� SIDEWALK 451.56///� SEE DETAIL 8 �. �. .� m y 1 4" CONCRETE PAD FOR TRASH r I x \�� I I I/ RECEPTACLE I 6+ 452 452.08 � I EX SOFT �� I DO NOT REMOVE EX SURFACE PLAY I I UNDERDRAINS TO REMAIN 452.23 452.05 / IN THIS AREA (TYP) I' .� Itm MD �h U) � ccn/ / SSMH 2646 RIM=452.05 _�' " / � // / 8" PVC W IE=445.4t I �, �, I /� 8" PVC NW -SE FENCING AND GATES PER L'SCAPE (° PLANS (TYP) m �( 452 4 X) N c3,D III J v-P P EX UNDERDRAINS THAT ARE00 CUT AND CAPPED AND NO I / 01 LONGER IN USE SHALL BE ABANDONED IN PLACE (TYP) I4�`� - - - - - - 0x x /11 M I . ( ) REMOVE/RELOCATE EX BASKETBALL HOOP AND EXISTING ASPHALT PLAY POLE. COORDINATE W/ x SCHOOL DISTRICT 1 I MATCH EX ASPHALT GRADE 43667 9 CENTER CHANNEL=445.01 LADDER NE EX UNDERDRAINED FIELD CONVERTED TO PERVIOUS LAWN (TVD1 IM RECORD DRAWINGS r-_ EXISTING PARKING LOT I - SE /28/25 SURVEYED: DESIGNED: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED:-## SCALE: OF CURB ELEVATION 1"=20' 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 T EX INFIELD 0 SF fS RMEABLE 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. I'R CITY OF [-"6� 1 RENTON Planning/Building/Public Works Dept. 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 ------!Log SPOT ELEVATION -//- TIC 109.86 109.36 BC 109.36 GRADE BREAK - -RIDGE- - - VALLEY ASPHALT PAVEMENT CONCRETE PAVEMENT A 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 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS CIVIL SITE PLAN DATE: 02/28/2 PAGE: C202 SHEET: OF, 9 OF 4C R-429309 0 LO 0 0 0 N A, u R-429310 0 LO 0 0 0 N W u R-429311 rn I I Lu S A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. p v p . Q' v ---------------------------------- a v p p a a ----- COLUMN p v p STCB 504 RIM=459.04 p v FLAGPOLE 4" PVC SW IE=457.14 v p 4" PVC W IE=456.92 4" PVC N IE=456.17 YARD DRAIN RIM=458.40 v Q o 8"_EVC�1WJE=455..38. — 4" PVC N IE=457.64 CPP S IE=455.38 \ v p v p aSOS p as \ D BENCH' a.it Q v _ERA ITS a HEDGE (TYP.) aS FF=459.68 v p C v p v / Mau / \ \ / DRIPLINE °�° (TYP.) \ n REMOVE EX ADA RAMP AND p \\ \ n a ADDITIONAL FULL CONCRETE \ \ v PANELS AS NEEDED TO \ \ L_ ° INSTALLJKE NEW ADA RAMP .�9.D6� �459,0 �� p \ \ REMOVE EX CURB AS NEEDED TO INSTALL THE NEW ADA RAMP 8 58.39 v ga a \ v 458.74 v p ° v ° p -aS — — - n REMOVE EX ASPHALT REMOVE EX CURB —d -----------------d ��� d d- — — — _ _ _ 10' WATER EASEMENT 00 ------ AFN9508031611 — ---___ _------ --- ___ --------------�--- HANDICAP RESERVED"— F �� 't-----F- ------ -------------------DEDICATION PER AFN _---------------- 2OM79MM27 ° ----- — — — — — �-- —----- v p 1 on t 43667 9 `rsTEg�' �y1 NAL STCB 514 RIM=465.42 TYPE 2; LADDER W 12" CPP N IE=461.70 12" CPP E IE=455.86 RECORD DRAWINGS REVISION I STA P CITE EE E as ;B )N ,IL � as �p STCB 508 RIM=457.58 / 12" CPP N IE-454.43 12" CPP NW IE=454.$9 \ 12" CPP S IE=45437 REMOVE EX CURB X— — — — — — — — — — — — — — — — — - _READERBOARD — — — aS — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — p � p STCH 509 RIM-459.04 TYPE 2; NO LADDER 12" CPP NW IE=455.55 12" CPP SE IE=455.40 2660.60' _ _ 116 TH A VENUE SE _ N1° 47' 08 E — � — SE /28/25 SURVEYED: DESIGNED: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: JAJ SCALE: 1"=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Nklspr Planning/Building/Public Works Dept. 0 LO 0 5 10 20 O N SCALE 1 "=10' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' SAWCUT LINE — — REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT INLET PROTECTION IP CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS ADA DEMO & T.E.S.C. PLAN DATE: 02/28/2 PAGE: C301 SHEET: OF: 12 OF 4C R-429312 0 LO 0 0 0 N W u R-429313 N 0 W I- G A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. D a ° o ---------------- ° D D D v o d Q D � v D D STCB 504 RIM=459.04 v FLAGPOLE 4" PVC SW IE-457.14 4" PVC W IE=456.92 Q 4" PVC N IE=456.17 YARD DRAIN RIM=458.40 �7 8" MY' IN IF 455 38. A" DUr ni it -Are Fn D BENCH - a v v D D D v v CPP S IE=455.38 \ osas ---- as cp as - - \ HEDGE (TYP.) / as \ � C v \ / DRIPLINE 00 2" CONDUIT s LANDING L - - - - - - 459.15(EX) % 459.10(EX) 1.2 00 o o 00 459.07(EX) cv 1.0% 4 i -77 D' \ o p. 4 ° D . . . \ . 459.03(EX) 00 \ 000 oo TC 458.79 .` BC 458.29 �° V. p / / p 45$.@T(EX) 458.38 458.34 - � C 458.93 R CN BC 458.43 4 a - �4 (IS ------- a �� 458.73(EX) 32.5' % \ 1.0% 458.30 458.18 18.7' 457.99(EX) as as - as aS 1.0% / �p STCB 508 RIM=457.58 / % ¢S8 12" CPP N IE=454.43 / 0 12" CPP NW IE=454.$9 / M 12" CPP S IE=45<37 a - N \ / A 3 459.71 459.d < 459.36: _ 45 89(EX) ---------------d ��� 459.12 _ 10' WATER EASEMENT 00 -- AFN9508031611 ------___ Q :�- ------ - ' a - _ -------------------DEDICATION PER AFN �- ----------------- 20M79mm2T- 43667 9 `lSTEg�� NAL STCB 514 RIM=465.42 TYPE 2; LADDER W 12" CPP N IE=461.70 12" CPP E IE=455.86 RECORD DRAWINGS ITQ lvim mil x- - - - - - - - - - - - - - - - - - - - - - - _READERBOARD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q ° D° STCH 509 RIM-459.04 TYPE 2; NO LADDER 12" CPP NW IE=455.55 12" CPP SE IE=455.40 2660.60'„ _ _ _ 116 TH A VENUE SE _ _ N1° 4T OS E - - - SE /28/25 SURVEYED: DESIGNED: JAJ/SSE DRAWN: DJD/AJJ CHECKED: JAJ BY DATE APPR APPROVED: JAJ SCALE: 1"=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 AE DATUM 46R CITY OF C.' I RENTON Planning/Building/Public Works Dept. 0 LO O O 0 5 10 20 O N SCALE 1 "=10' U LEGEND PROPERTY LINE N 7933'06" E - 46.81' CONTOUR (INDEX) CONTOUR -10g- SPOT SPOT ELEVATION TC 109.86 109.36 BC 109.36 GRADE BREAK - -RIDGE- - - - - - VALLEY ASPHALT PAVEMENT CONCRETE PAVEMENT ► • : ro-: •' CONCRETE CURB CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL PAVING AND FIELD IMPROVEMENTS ADA GRADING PLAN DATE: 02/28/2025 FIELDBOOK: PAGE: DRAWING NO: C303 SHEET: OF, 14 OF 4C R-429314 (T) ° ° EACH PARKING SPACE RESERVED FOR PERSONS WITH N RESERVED RESERVED PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A WIDTH PER PLAN WIDTH PER PLAN N PARKING PARKING REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH SKIRT ER RETRIEVAL STRAP 0 TWO LAYERS OF 4" OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE 4811 48" WIDE WHITE PAINT SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN Lj 4So, STATE DISABLED PARKING STATE DISABLED PARKING PERMITREQUIRED PERMITREQUIRED AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE ° ° FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE ° HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING VAN SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES z 24" C ACCESSIBLE ABOVE THE PARKING SPACE FINISHED GRADE. ° w EL EQUAL WIDTH PER PLAN Q AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A SIGN POSTS SHALL BE PER SIGN POST CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET NOTES INDICATED ON THIS SHEET OVERFLOW (TO BYPASS PEAK STORM 36" PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND GEOTEXTILE VOLUMES) VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE FABRIC NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: m "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED 12" 12" DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED SEDIMENT ACCUMULATION (TYP) (TYP) FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY WHITE PAINTED AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE INLET PROTECTION NOTE: NOTES: SYMBOL RECLAIMED AT OR OR BY TELEPHONING FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACES WHEN 1/3 FULL. BLUE PAINTEDBACKGROUND 1. STRIPING COLOR SHALL BE "WHITE" AND PAINTED PER PROJECT SPECIFICATIONS 2. STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 313-18 AND FIGURE 3-14C. 36" ADA PARKING BLOCKOUT STRIPING STALL STENCIL SEE DETAIL SEE DETAIL 7 NTS 6 cslo c31 NTS NTS NTS 1 (:i) w '�F Crosswalk Striping ADA Symbol and Blockout Striping ADA Parking Stall Signage Inlet Protection 13/16" DIA HOLES 12" #4 BARS AT 12" 3.0' z O.C. EACH WAY z 0.25' z CEMENT CONCRETE PAVEMENT 411 _61-01'—:�� > SIGN TYPE w �E FLUSH WITH ADJACENT > 2 CLR PER PLAN rr CRUSHED SURFACING TOP SURFACES ON ALL Frbo (TYP) COURSE (5/8" MINUS) SIDES + 0.25' fi �I a VAN ACCESSIBLE 3 a 9" INSTALL CONCRETE WHEEL STOPS WITH PER PLAN °. _ DRAINAGE SLOTS BOTTOM o o N N )°o00 °o �O°oo� o 00° 00 oo°o�ooa00o °o0 o �O000 III oa 0° ° o o D O o 0 0 00 o `n 12 „ OF SIGN m 2" DIA GIP SCH 40 CO 2" CLEARANCE (TYP) PROPOSED �n GRA DE AT PARKING = „III III III III ... ... 3:1 SAND AND CEMENT GROUT 1" DEPTH SPACE 0 25' N N- HRINK R T 2 1/2" 5 2 1/2" 0 S G OU COMPACTED SUBGRADE NOTES: 7— (MIN 95% MAXIMUM DRY DENSITY) 1. SEE PLANS FOR CONCRETE TWO #3 BARS - 0.25' L CRUSHED BASE COURSE SCORING AND JOINTING. c_i (1-1/4" MINUS) z I 10" 3000 PSI CONCRETE 2. CEMENT CONCRETE SHALL BE 1 NOTES: CLASS 4000 - NOTES: 1. DEPTHS ARE COMPACTED THICKNESS _ z THREE #6 BARS 1. ALL STROKES TO BE 3" WHITE. 2. PROVIDE TWO COATS OF PAINT. 3. BLUE BACKGROUND WITH WHITE SYMBOL. 2. WHERE PERMEABLE BALLAST IS USED FOR CONSTRUCTION ACCESS AND STAGING, SOME RUTTING AND DISTURBANCE OF THE SURFACE MAY OCCUR. THE CONTRACTOR ATTACHMENT DETAIL 8" MIN 4. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. SHALL REMOVE AFFECTED AREAS AND REPLACE THEM WITH PROPERLY COMPACTED 5. ONE SYMBOL FOR EACH HANDICAP PARKING SPACE. CRUSHED ROCK PRIOR TO FINAL SURFACING. WHERE PERMEABLE BALLAST IS USED, NO CRUSHED SURFACING BASE COURSE WILL BE REQUIRED UNLESS DIRECTED BY NTS C 7 NTS G V THE GEOTECHNICAL ENGINEER. SEE SHEET C3.06 NTS NTS 8) Sign Post and Base International Access Symbol Concrete Pavement Wheel Stop ° COS R5-1 STUDENT ° STOP SIGN PER COS ° DROP OFF/ R 1-1 24"x24" PICKUP ENTER DO NOT HOU S OFE ENTER 7:30A ND AM STOP ONLY 2:30PM-3:00PM 0 o ° I 12" TYP I ° ® CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN RESERVED PARKING EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. COS R6 2L PER MUTCD R7-8 FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS RESERVED DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR ONE PARKING COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. VAN ACCESSIBLE WAY PLAQUE PER MUTCD R7-8P STATE DISABLED PARKING VAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT REQUIRED ACCESSIBLE o ° �5 © 6A O 11 NOTES: Not Used1 Not U ed 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS, INCLUDING CITY OF SEATTLE STANDARDS AND ICC/ANSI A117.1-2003 A. JAC' 2. PROVIDE POST AND BASE DETAIL FOR SIGN PER DETAIL 5/C310 of RASO RECORD DRAWINGS SE 2/28/25 SURVEYED: SCALE: DATE: HORIZONTAL: NAD 1983/1991 '�� HORIZONTAL- AD 119/1 CITY OF CASCADE ELEMENTARY SCHOOL 02/28/2025 3. SIGNS 6 AND 6A ARE BLUE LETTERS AND SYMBOL ON WHITE BACKGROUND W DESIGNED: JAJ SSE FlELDBOOK: / PAGE RENTON 4. SIGNS 1 AND 2 ARE RED LETTERS ON WHITE BACKGROUND PAVING AND FIELD IMPROVEMENTS � DRAWING N0: DJDAJJ ONE INCH 43667 DRAWN: / DATUM NTS 9 R�. �,� � CHECKED: AT FULL SCALE JAJ Planning/Building/Public Works Dept. ADA CIVIL DETAILS C310 NEOACCORDNGLY ��S��NaL JM Traffic and Parkin Signs g 9 �� APPROVED: SCALIF NO. REVISION BY DATE APPR SHEEP: ua JAJ 15 !jE4 A U R-429315 rn 0 SIDEWALK � FACE OF CURB 6.5" 0 w (SEE SEC. FIG 3-012) NOTES: R1 5 511 A CURB, OR CURB FINISH GRADE z AND GUTTER 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CONCRETE III 3/8" EXPANSION JOINT (TYP) j 10% MAX CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 5 2 PAVEMENT ASPHALT PAVMENT SEE DETAIL SEE DETAIL °.•` co 4' t�2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS). DETECTABLE 7 8 3" PAVEMENT O .' WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 2 MIN c3io �— DETECTABLE WARNING ti� Q} 4 a e Qua a° PATTERN 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE ° ° _ SIDEWALK APPROVED BY THE COUNTY ROAD ENGINEER. 2a'°� �► o 10% MAX 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-010. ° ° ° � 0° C ��°0��4 O° a° a. 0.5" e NOTE: g CONTRACTOR SHALL TOP OF CURB AT - e °; a 8 ° ° Q CONFORM TO WSDOT CEMENT CONC. �5 LANDING SHALL BE MINIMUM 4' X 4'. r /\/\� ��� ° DRIVEWAY APPROACH ' : `° SPEC. 8-04.3 SIDEWALK RAMP 6 4. TYPE 1A © CURB RAMP 1A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. CURB RAMP 1AO 7. SEE FIGURE 3-001 FOR CURB AND SIDEWALK JOINT PLACEMENT. 8.25 PLAN LAYOUT 1 8" MIN 8" MIN NTS (:2 NTS NTS A '�F King County Curb Ramp Type 1A Asphalt Concrete Transition Vertical Curb WIDTH PER PLAN 4" CRUSHED SURFACING 4" HMA CLASS 1/2" ASPHALT BASE COURSE COMPACT CONCRETE PAVEMENT TO 95% MAX DENSITY SAWCUT TACK AND 2" CRUSHED SURFACING MATCH EX ASPHALT BASE COURSE COMPACT FULL DEPTH 12" TO 95% MAX DENSITY 4So ow o_U -,,``` o oo ❑o� ❑o���o ❑o���L 2 LAYERS 4" YELLOW PAINT ,,; �00- __7 STRIPE FOR FIRE ACCESS. 1 1 - 2 LAYERS 4" WHITE PAINT II II II II II II -1I II II II II II II II II STRIPE FOR ADA PARKING EXISTING ASPHALT J\ \ \ \ \ \ QC1 EX UNDISTURBED PAVEMENT SUB MUST BE COMPACTED TO a_ -BASE 95% MAX DENSITY PER ASTM D 1557 � 12" (MIN) STRUCTURAL FILL AS REQUIRED III w OR EXISTING SUBGRADE COMPACTED TO J 95% MAX DENSITY PER ASTM D 1557 NOTES: 1. ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THE OVERLAY OF THE EXISTING ASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE NTS 5 NTS 6 NTS NTS n a Not Used Not Used Blockout Striping Heavy Asphalt CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 Not Used Not Used A A. j �°" `AS4.41�0 RECORD DRAWINGS SE 2/28/25 SURVEYED: SCALE: CASCADE ELEMENTARY SCHOOL Doe 28 2025 � HORIZONTAL: N D 1983/1991 CITY �� r lam' DESIGNED:AJ/SSE FIELDBOOK: ` "' DRAWN: RENTON PAGE: (� DJD/AJJ PAVING AND FIELD IMPROVEMENTS DRAWING NO: NTS ONE INCH �E� s6T7�CE� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. ADA CIVIL DETAILS C311 JAJ IF NOT ONE INCH SS,UNAL Not Used v�� APPROVED: SCALE ACCORDINGLY SHEET: OF: N0. REVISION BY DATE APPR 02 27 2Mr, JAJ 16 OF 4 0 LO 0 0 N A u R-429316 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 GATE SCHEDULE I I I I i i I I I L- I I I I I I I I o l� law v--- �• -� EXISTING PARKING LOT - - 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., RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 BLACK —VINYL COATED HORIZONTAL: NAD 1983/1991 DESIGNED: E 1 CHAIN LINK GATE 3/L4.04 22'-0" WIDE DOUBLE LEAF, 6' HT., DRAWN: .. GALVANIZED W/ 2 MESH EB AM ONE INCH DATUM CHECKED: AT FULL SCALE Ty IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY SYMBOL ITEM DESCRIPTION ASPHALT PAVING REFER TO CIVIL. CONCRETE PAVING SEE SITE PLAN FOR LAYOUT AND PATTERN. SEE EXPANSION CIVIL, DETAILS, AND SPECIFICATIONS FOR 4 ];� ..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. 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 fora 1430 NE 65th Street Seattle, WA 98115 t:206-322-1732 fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS OVERALL SITE PLAN DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L1.00 SHEET: 1 1 °F: 40 0 Nt O O Nt N N U R-429317 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. O 0 W III ICI II I I I I I I I I II it I I I v Oil 0221 low -W - • • - • -©©� e- �- 'lllll� � _ ,off � -• • - •� • — — — _ "--165'X105' YOUTH — — — SOCCER SHOWN --FOR REFERENCE ONLY —44 7� Em REMOVE ND RAUL ' FENCING ON NORTH P OPERTY LINE AND INSTALL NEW 6' CHAIN LINK FENCING, GALVANIZED W/ 2" MESH. FRONT FIRE LANE GATE AND PRO ERTY LINES SHALL BE GALVANIZED. ALL OTHER FENCING CK VINYL/POWDERI COATED, TYP. / 1 LIMIT OF WORK, TYP. 449 e 200' OUTFIELD — SAWCUT EXISTING ASPHALT—AtON-0 THIS LINE LIMIT i LIMIT �IMIT LIMIT - --- i iNni PERMEABLE CONCRETE EXISTING ASPHALT REFER ASPHALT PAVING, PAVING, TYP., REFER TO TO CIVIL DEMO PLANS FOR SEE CIVIL. CIVIL SAWCUTTING NORTHEAST OF 45 0— EXISTING COVERED PLAY r \ — — 451 I ' ASPH SAW, -------- ASF L1J W \_165'X105' YOUTH z z_ SOCCER SHOWN FOR J J REFERENCE ONLY = _ CC CC I G G �452--452 N J J o ° a 0 CONTINUED TO RIGHT, THIS PAGE RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: DRAWN: EB/AM ONE INCH DATU M CHECKED: AT FULL SCALE N IF NOT ONE INCH N 0. R EV I S 10 N BY DATE A P P R APPROVED: SCALE ACCORDINGLY AR CONTINUED O LEFT --453= --- ---_-454------ — ---- C RAMP B, L4.05 L4.06 — - T_ REFEj�9-eWlt —---------------- _ro��—�� — — ---- —UMFF n LIMTF --Lk6 T lMf—T —� - 4 LIMIT OF WORK, TYP. -Eeyv ar v „vap �� 15o55a.oa90 � � 2 3 E:1306250.4050 FI_Ev:457.4� �5$ C CRETE RAMP A, L4.05 L4.06 FER TO CIVIL TIE INTO EXISTING- =ENCING IN THESE APPROSXIMATE LOCATIONS 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 L1.00 PROVIDE CONCRETE MAINTENANCE PADS AROUND DEMOLISHED PIPE 1 GATE FOOTINGS TO EXTENTS SHOWN L4.05 HERE, SIMILAR TO 1/L4.05, TYP. CUT OFF EXISTING PIPE GATE AND POUR NEW MAINTENANCE PAD OVER IIMIT -- TOP OF EXISTING PIPE I GATE FOOTINGS ~ TIE INTO EXISTING FENCING IN THIS APPROSXIMATE o IMS LOCATION I o. OF W AS N�f7J RAS4f. co �a�l 1Ub SSF2 SCALE: 1 "=20'-0" Q 1430 NE 65th Street Seattle, WA98115 v2os �39ExP.gi26ti�� 0' 10' 20' 40' t:206-322-1732 cgPE ARG� fora.land C TY OF '� RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SITE PLAN ENLARGEMENT DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L1.01 SHEET: 12 OF. 40 L0 O O N 6W R-429318 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429319 3 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. T� V J N 6 W 1640: HELD (08122) NO. AT SOUTH FIELD y,1y,.y,.y,.y,.y,.y,.Y,. ,. ----- - - J J JyAy .... I I Y Y .- .......... ...... J J- A A I - .. .............. ...... - I IAY YAY A A . - . . _ . . . . . . - I Y Y Y Y . - . . . . . _ J. A ,l ( Y Y Y Y . . A A A YAY YA) Y YAY YAY . - O- Y Y Y Y 1 P .YAYAYA` Ai AyAyA - A A A AyAyA - - . . . YYA�YA A .IY), - - yA yAy�yA A AyAy -- .. - .yAyAyAyA �J AY YAY .A YAYAYAYA- �. Y Y Y Y "AY YAY .�. .A. l A A A A P Y Y Y Y 1yFy)y - - _ 'A AyA yA yA yA f Y Y Y Y Y Y Y Y Y Y - - Q - - - - . . . _ . . . . . v-,l ;, A A A A A A A A A YYYYAYAYAYAYAYY ---.....-AYAYAYAyA Y Y Y Y Y Y Y Y yyyyyy YAY Y Q- - A A A A A A A A A A A A A A A ui A A . . Y Y Y Y Y Y Y Y Y Y Y Y -- - - -A YA YY YA YA A A -,-Y-,- A A A A A A A A) -- - - . Y Y Y Y Y Y Y Y Y Y Y -A YA YY YA YA A A A A A A A A A A J-- - - . Y Y Y Y AY YAY . - d- _ .. _�Y�Y�Y�Y� YAYAY - �. .� �Jyy'y'y/'Y' A _ _ �. . 'YYYYYYYY� AYA A ..... LAWN IMPROVEMENTS AT NORTHYAYAYAY Y Y YAY Y Y Y Y Y Y A !. A A A A A A A .... - f YAYAYAY N Y, . Y. Y. Y FIELD TO FACILITATE FOOTBALL A A A A A A A A _ -- -YAYAY YAY YAK-,l- xY RYA AYA _ - -�-Y�y�y1y/'y ��Y Y� Y Y Y Y Y NN --.—�i A x A .. - Y�YAY�YAY I H ��BX ny ly YAYAYAYAy y AV.I n A - L-YAYAYAY ',yAy .� 1 _ _yAy Ay Ay Ay I I Y_ _ YAYAY Ay ..-. ... YAYAYAYAY l Yy Y - _-yAyAyAyAY y - _�YAYAY YAY :. ;. _ - d. _LyAyAy yA� . . . . _ . . . . . . .-AYAYAY YA` _ _ .. AYYAYYAYY�DyYA # _ -AyA yA yA yA� J i l J �_ �. - -AyA yA yA yA �. .... ... Y Y Y I I I KISTING y. ... . . . AyAyA ' ARKING LOT _ AAA A - Y Y Y / ;.y- I IyAyAy l AyAyAyAy / fAYA yAyAy. - TAyAyAyAy + - -- _ .. .. Y. .y.yAy I Al / Y YYY .. ..... .. AAI - J, l . . .,Y..zz YAYAYAY AYAYA' A+� f .. . r FENCING IMPROVEMENTS Y" y Y Y' A A A AT SOUTH FIELD YAYAYAYA (� / _ ---- I �, y,Ayy A YA YA 1 Y6A YA YA / I I�- ZS� J.y YAYAP;. ;. ;. ;. ;. A A -.a .• - :Y/�YAY/I, _ Y Y Y Y Y Y.'Yr'l. Y Y Y Y h r AI - ;. ;. A ;. ;. A A A A "h . A. A A A A n A A A A Y Y Y Y- '� v Y Y Y Y Y Y Y�N Y I � � � f 6N iY huh RECORD DRAWINGS REVISION EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: N BY DATE AP P R APPROVED: AR SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PANT SCHEDULE SYMBOL QTY SHRUBS 9 ® 48 DO 28 ® 10 LAWN �Y�Y� 47,737 SF Y Y W W W 74,492 SF 76,821 SF BOTANICAL / COMMON NAME SIZE ARBUTUS UNEDO STRAWBERRY TREE MAHONIA AQUIFOLIUM OREGON GRAPE PRUNUS LAUROCERASUS 'SCHIPKAENSIS' SCHIPKA LAUREL RIBES SANGUINEUM RED FLOWERING CURRANT LAWN — HYDROSEEDED LAWN— SOD 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. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF '� RENTON Planning/Building/Public Works Dept 01 WASN N�17J RAMS4 SCALE: 1 "=50'-0" Q 2 mm1430 NE 65th Street Seattle, WA98115 v2os �?gExP.gi26�ti�� 0' 25' 50' 100, t:206-322-1732 CgPE ARG� fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS OVERALL PLANTING PLAN, SCHEDULE & NOTES DATE: 04/19/24 FIELDBOOK: PAGE: L2.00 SHEET: 14 CF: 40 0 O O 0 N X u R-429320 1 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 AND SEEDJ9 MITS N F-�T 6URB_A CT TYP � ° ° ° ° ° ° ° _ - - 10 WIDE, FULLY SIGHT -OBSCURING - - - K LANDSCAPE BUFFER PER RMC 4-4-070.F4b. �_ _ MATCH EXISTING GRADES AT - - - EAST TOE OF EXISTING BERM, 445 _ _ - - - PROVIDE IMPORT TOPSOIL_ - W 'jam %` - - - - - AND SEED TO LIMITS - 446— �� /� OF DISTURBANCE, TYP. -447-- --- �� 4 - — � � � > > .—�—�Sp( �SD(R � -< SD R d d CA, d d d d d d d d d d d d d d d d d d d d d 4 d d d d d d d —�_ SOD- 4 J — �l�_� I j I I j I I j I j j I I I I I I I j I j j I I j I I I I I I I j I 1 j � 3� I �� d d B d d II 4 4 8 d d d d d d J d d 1 d 1 d 4 d d 1 d 4 d 1 d 4 d 4 d 1 d 4 d 1 1 d 4 d 1 d 4 d 4 d d /d d d d d d d d d d d d d d d d d d d d d d 3 3 � 113 � � 3 � � 3 � 3 � 3 �_ —3 —3— —3 � � 3 � 3 3 3 �— —i _3 �� 3 3 3 3 3 � 3 3 � 3 � � 3 � 3 3 � 3 3 d d 3 4 d d d d d d d d d d d d _ d_ b� 3 d B d d d d d d d d d d d d d d d d d d d 3 3 �4 d d j j 3 j d d d B d d d d d d d d 449 PROVIDE IMPORT TOPSOIL AND�SE`LD'Td O&S4 3 0 ����_�_�_4}—� 4 d =4 ���-4 �—� � � ���-- d=d 9 d d d Ih d d OF DISTURBANCE, TYP. B d d j /3 �d B 3 d d d d d d d d d B d B d d d d d/ d d B d B B 3 d B d d d d d d d B d -4_ 3 d B d d d i 3 3 i 3 i 44 i 3 . 3 3 3 3 3 i 3 . i 3 . i 3 3 3 3 3 3 3 3 . i 3 . i 3 3 �— — —� d d d d d d d d �II d d d d d. d d d d d. d d d d d. d d d d d. d d d d d d d d d d d d d d d d d d d d d d d d d d d d �� d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 9 d d d d d d d d d d d d d d d d d d d d I� �I LIMIT LIMIT i- i 3 . 3 3 3 I �I bIMIT LIMIT L1�11 �i- - - - - - - - - - - - - 4504 > I I V 3 3 d 3 9 d 3 9 3 3 9 3 d 3 3 d 3 9 d 3 9 3 9 3 3 d 3 3 d 3 4 d 3 9 3 3 9 3 3 a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a al W W I <0< J J a j 3 3 j 3 j j 3 j 3 3 3 3 3 j 3 j j 3 j j 3 j 3 3 3 3 3 j 3 j j 3 j 3 j 3 3 3 3 3 �I U U 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ­452- �— 452 C) C) P�ROVI E IMPORT TOR�SOfL 3 d d 3 3 3 A# NQ 3 EEQ �TOI LIM(TS4 d d 3 d d 3 3 3 �� d d d d d d 3 d d N N { I d d d OF DI TURBANCE, T�YP3 d 3 d d 3 B d 3 d d d �d d d 3 d d d d d _B d d d d d d 3 d J J 0 a a a 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a 3 3 3 3 3 3 3 3 3 G _������ �������� CONTINUED TO RIGHT THIS PAGE ����� � 3 3 3 3 3 a 3 3 a 3 a a� 33a 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 7 RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: DESIGNED: DRAWN: EB/AM ONE INCH CHECKED: AT FULL SCALE N IF NOT ONE INCH NO. R EV I S 10 N BY DATE A P P R APPROVED: SCALE ACCORDINGLY AR r= o �- CON�TIN�UT � � `n _ . . . . . . . . . . . . . . . . . . . . . . >t >- >� >- >- ------------- AHBL #107 -< p5� REBAR AND CAP N: I /U336.0890 ' E:1306250.4050 ELEV. 457.41 PROVIDE IMPORT TOPSOIL AND SEED TO LIMITS OF DISTURBANCE, TYP. r r <PROVIDE IMPORT TOPSOIL AND SEED TO LIMITS OF DISTURBANCE, TYP. LLJ z Q LLJ LL_ CD z X W LIMIT I 461.11 i X� bo I v . av\ v �•�I I II I I_ v VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM < r v C TY OF '� RENTON Planning/Building/Public Works Dept. OF W A SN N�f7J RAS4f coP �a�l 1Ub SSF2 SCALE: 1 "=20'-0" r Q 1430 NE 65th Street Seattle, WA98115 v2os'39exP.sI26� 0' 10' 20' 40' t:206-322-1732 CgPE ARG� fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS PLANTING PLAN ENLARGEMENT DATE: 04/19/24 FIELDBOOK: PAGE: L2.01 SHEET: 15 OF. 40 R-429321 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429322 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. N 0 W ,sao;H�in (oajzz) I M v'M 1 1 '7\1M I 11 11 '7y �II IIIIII� I I I '7 IIII I �o II IIII'\IIII I � I '7 II �IIIIIII I_ � I ooI — 1 \ 1IIII I I I III II \ ''III I '''IIII �:4'�TI'I11111_'� i l ;.III IIII. f a� \\IIII I\III Ii I \— RECORD DRAWINGS I EB I2/28/25I I SURVEYED: SCALE: I I I DESIGNED: DRAWN: EB/AM ONE INCH CHECKED: AT FULL SCALE N IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY AR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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 —1 I-1 I II I1 I-1 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 W A SN � N�f7J RAS4f Q \ 1Ub SSF2 SCALE: 1 "=50'-0" fora Q 1430 NE 65th Street Seattle, WA98115 v2o01 �39EXP.gi26ti� 0' 25' 50' 100, t:206-322-1732 CgPE ARG� fora.land CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY FORA LANDSCAPE ARCHITECTS , AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. C TY OF ' %D PENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SOILS PLAN DATE: 04/19/24 FIELDBOOK: PAGE: L2.03 SHEET: 17 OF: 40 0 0 0 N N R-429323 1640114LD (08 ) A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. SCALE: 1 "=50'-0" __m 0' 25' 50' ...... . ........... ............ ....... . i .......... . .: ........... U ........... ........... .......... ....... L N I I A I I I p-P I III: �r I `•I � I III �\x _ N J I �II I l I I 10r I I I I _ I I VI F I I I f 77w.I ---- 0 III l­_1 I . d \ � . � __w— SCALE: 1 "=20'-0" mm (I 0' 10' 20' 40' IRRIGATION NOTES: 1. CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THIS PLAN REQUIRE CONNECTIONS TO, AND PARTIAL DEMOLITION OF THE EXISTING IRRIGATION SYSTEM. UNDER THIS CONTRACT MAKE ANY REQUIRED MODIFICATIONS TO LAYOUT SHOWN TO CONFORM TO ACTUAL AS -BUILT CONDITIONS OF EXISTING SYSTEM AT NO ADDITIONAL COST. 2. PRIOR TO ANY WORK, SCHEDULE A SITE VISIT WITH THE OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR TO SURVEY THE EXISTING SYSTEM. OPERATE THE ENTIRE SYSTEM FROM CONTROLLER AND DOCUMENT ON A PLAN ANY NONFUNCTIONING ZONES OR AREAS WITHIN AND OUTSIDE THE LIMITS OF WORK. THIS WALK THROUGH WILL BE THE BASIS OF AN UNDERSTANDING BETWEEN THE GENERAL CONTRACTOR AND THE OWNER AS TO THE STATUS OF THE SYSTEM PRIOR TO THE CONSTRUCTION PROJECT. REPAIR ANY SYSTEMS DAMAGED DURING CONSTRUCTION TO RESTORE THE SYSTEM TO AT LEAST THE STANDARD REVIEWED AT THE TIME OF WALK THROUGH. PREPARE A PROPOSAL TO THE GENERAL CONTRACTOR FOR ANY ADDITIONAL WORK OUTSIDE OF THE SCOPE OF WORK SHOWN ON THESE DRAWINGS, FOR REPAIR AT THE OWNER'S OPTION. 3. PROVIDE TEMPORARY CONTINUOUS SERVICE DURING THE DURATION OF THE CONSTRUCTION PROJECT TO WATER ALL EXISTING AREAS THAT MAY BE AFFECTED DURING CONSTRUCTION. HAND WATER ANY AREAS TEMPORARILY THAT DO NOT RECEIVE WATER DURING PROJECT DURATION. 4. REMOVE ALL IRRIGATION PIPING, SLEEVING OR HEADS IN AREAS TO BE MODIFIED. EXISTING WIRING MAY BE EXTENDED PROVIDED THAT SPLICES ARE LOCATED ON THE AS -BUILT AND INSTALLED IN A VALVE BOX USING WATER TIGHT CONNECTORS AS SPECIFIED. IRRIGATION HEADS MAY BE RE -USED PROVIDED THAT THEY ARE THE SAME AS SPECIFIED FOR THE NEW WORK AND THAT THEY ARE IN PERFECT OPERATING CONDITION. IRRIGATION PIPING MAY NOT BE RE -USED. 5. DURING INSTALLATION OF THE WORK BY GENERAL OR SUBCONTRACTORS, NOTE THE LOCATION OF ANY EXISTING IRRIGATION INFRASTRUCTURE ENCOUNTERED AND CLEARLY NOTE ON NEW RECORD DRAWINGS. NOTIFY THE OWNER OF ANY DAMAGE AND REPAIR DAMAGE IMMEDIATELY. 6. THE LOCATION OF IRRIGATION MAINLINE, LATERAL, SLEEVING, AND VALVES ARE SCHEMATIC ONLY AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. MAKE MINOR ADJUSTMENTS AS REQUIRED TO COORDINATE WITH AS -BUILT DIMENSIONS AND CONDITIONS. 7. WHERE SLEEVING IS REQUIRED ACROSS EXISTING ASPHALT, SAW CUT AND EXCAVATE A SMOOTH, STRAIGHT EVEN TRENCH. AFTER INSTALLING THE PIPING OR WIRING, REPAIR ALL PAVING IN ACCORDANCE WITH CIVIL PLANS AND DETAILS. PROVIDE COMPACTION CONSISTENT WITH SURROUNDING AREA AND COORDINATE ALL WORK WITH GENERAL CONTRACTOR. 8. IDENTIFY WIRING RUNS FROM EXISTING CONTROLLER TO ABANDONED ZONES AND PROVIDE ONE LOCATION FOR A SPLICE BOX FOR THESE WIRES. VERIFY EXISTING CONTROLLER LOCATION PRIOR TO WORK. VERIFY EXTRA SPARE WIRES AS AVAILABLE FOR USE. 9. AFTER CONNECTION TO THE SITE MAINLINE OR LATERALS AND BEFORE PLACEMENT OF HEADS, FLUSH THE ENTIRE SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS INSURING THAT THERE ARE NO CONTAMINANTS WHATSOEVER IN THE NEW OR EXISTING PIPING. 9. AFTER INSTALLATION OF THE NEW WORK, RUN THE ENTIRE SYSTEM THROUGHOUT THE SITE FROM THE CONTROLLER TO MAKE SURE THERE IS WIRING CONTINUITY TO ALL VALVES AND SUFFICIENT FLOV1 TO ALL ZONES. FLAG ZONE NUMBERS PERMANENTLY ON BOTH SIDES OF ANY SPLICES IN VALVE BOX, AND AT CONTROLLER. TEST AND REPAIR OR REPLACE ANY WIRING WHICH IS SHORTED, DAMAGED, NOT FUNCTIONING WITH NEW WIRE AS SPECIFIED IN PVC SLEEVE, AT CODE REQUIRED DEPTH. 10. REPAIR ANY DAMAGE TO LANDSCAPE THROUGHOUT SITE, EVEN BEYOND LIMITS OF WORK IF DAMAGE CAUSED BY CONTRACTORS OPERATIONS, INSTALLATION OR FAILURE TO ADHERE TO REQUIREMENTS NOTED ABOVE. 11. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY FORA LANDSCAPE ARCHITECTS , AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. fora 1430 NF 65th Street Seattle, WA 98115 t:206-322-1732 fora.land AS -BUILT NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1. THIS PLAN IS BASED ON DISTRICT RECORD AS-BUILTS WHICH WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST, EXACT LOCATIONS OF IRRIGATION 100, INFRASTRUCTURE HAVE NOT BEEN VERIFIED. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING IRRIGATION VALVES, LATERALS & HEADS AND NOTIFY OWNER IMMEDIATELY IF ANY DISCREPANCIES OR CONFLICTS WITH PROPOSED IMPROVEMENTS ARE FOUND. RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: DATE: DESIGNED: HORIZONTAL: NAD 1983/1991 VERTICAL: NAVD ,988 • O T Y OF CASCADE ELEMENTARY SCHOOL 04/19/24 FIELDBOOK: RENTON 1; _Olw FIELD IMPROVEMENTS PAGE: DRAWN: EB/AM ONE INCH DATUM -• DRAWING No: CHECKED: Ty AT FULL SCALE Planning/Building/Public Works Dept. L3.00 IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY OVERALL IRRIGATION PLAN SHEEP: Q OF AR AR U Y O O O N X u R-429324 cy) r IT I� L L . j _ 3/4 WHERE NEW \ RRIGATION IS NOT PROVIDED 3/24 CONTRACTOR S 4ALL HANDWATER 24 L NEW LAWN,SS UNT11 ESTABLIS,HMEf OR 1" PROYPE A�BELOW GRADE TEMPORARY RRI ON SYSTEM A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. wL 1„ 1„ ,> 1 /4" ,1 y2" _ 1 4 1 _MM 1 y2" - - 1 2„/_ 12 - - — 1 y4„ 1 �2„ - 7 45.5 2„ 211 WHERE NEW IRRIGATION IS NOT PROVIDED CONTRACTOR SHALL \\ 6 47.5 CONNECT 8 55.7 PROVIDE A BHANDWAELOW GRADE TEMPORARY IRRIGATION ER ALL NEW LAWNS UNTIL HSYSTEM MENT RTYP. 5 LATERAL TO 211 " EXISTING 9 60.7 I �� �7 2 LATERAL 211 I TYI?:� I � � 2/2„ 3/4" I +2)/2" 10 54.9 / / 211 I SD(R 'L 5L I 63.6 r i_II I II 14' 211 1 )/4" 1 y2" 7.7 4 1%" 47.5 3 211 1 )4 77.5 2 �211 a. I I 1" 1 �/4„ m I12 AHBL #10; 1 07 � �� 12 2 REBAR AND CAP 1 �4 1 �4 2,y2"" EN1306250.4050 2 I I REMOVE ALL EXISTING IRRIGATION HEADS, EXISTING LATERALS TO I BE ABANDONED IN I I PLACE UNLESS I I OTHERWISESHOWN ON I I PLANS, TYP. I � I I 07 I 448--�- 1 „ I 1�4 I III�2" Y2�2" I1)/41 I 121 I I I I 1 I I I I I 40' PIPELINE EASEME T AFN 4705922 12 2)/2" �452- I \ II y4„ I 12 I 2" I I CUT EXISTING I LATERAL TO INSTALL I HEAD WHERE SHOWN, CAP ANY OPEN ENDS. REMOVE EXISTING HEAD. 1 2)/2„ CUT EXISTING CUT EXISTING LATERAL TO INSTALL HEAD WHERE SHOWN, CAP ANY OPEN ENDS. REMOVE EXISTING HEAD. t452— I LATERAL TO INSTALL CUT EXISTING I HEAD WHERE SHOWN, LATERAL TO INSTALL 1 ICAP ANY OPEN ENDS. HEAD WHERE SHOWN, I REMOVE EXISTING CAP ANY OPEN ENDS. HEAD. REMOVE EXISTING I I HEAD. � CHEa 3' S CONTINUED TO RIGHT ON THIS PAGE 2" N0. I REMOVE EXISTING HEADS, CAP AND ABANDON LATERALS IN PLACE REMOVE EXISTING HEADS, CAP AND ABANDON LATERALS IN PLACE LIMIT T �'� LL IMIT L_jMIT 1 y4" 1 Y4 34'2 J I I 7 EXISTING IRRIGATION HEADS, REMOVE I 07 AND HAUL OFF ALL EXISTING IRRIGATION HEADS. INSTALL NEW HEADS ON EXISTING LATERALS WHERE EACH EXISITING HEAD WAS LOCATED. NEW HEAD MODEL, WATERING RADIUS AND GMP SHALL MATCH EXISTING, TYP. 1 i EL 07 ---- L ®: �. : . I.. ..............: w w Z _Z J J _ U U J � N O O —EXISTING IRRIGATION LATERAL, J J TYP. EXISTING LATERALS SHALL REMAIN IN PLACE THROUGHOUT PROJECT, REFER TO IRRIGATION SCHEDULE.. PRESERVE AND PROTECT. REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. mi RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: DESIGNED: DRAWN: EB/AM ONE INCH CHECKED: AT FULL SCALE Ty IF NOT ONE INCH REVISION BY MATE AP P R APPROVED: SCALE ACCORDINGLY AR < ELEV. 457.41 CONNECT TO EXISTING MAINLINE IN THIS APPROXIMATE LOCATION r r= r- r= r= � z � w ME w cry w r � o AS -BUILT NOTES: CONTINUED TO LEFT ON THIS PAGE CONNECT TO EXISTING EXISTING 2.5" MAINLINE MAINLINE IN THIS LOCATED IN THIS I APPROXIMATE LOCATION APPROXIMATE LOCATION 12 —453_ 2�2" » 1 �4 —3�4"- 1 60.7 12 --- -- 12 -- -E=+M f� �-�I f�- ,— x -------------t 1 �2" WHERE NEW IRRIGATION IS NOT PROVIDED CONTRACTOR SHALL HANDWATER \ ESTABLISHMENT LORE PROVIUDE A NS UNTIL �7 BELOW GRADE TEMPORARY r IRRIGATION SYSTEM, TYP. I \-A 6" �LV C CONTROLLER REPLACE EXISTING CONTROLLER IN APPROXIMATE I LOCATION SHOWN. PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 VAC POWER TO CONTROLLER. I REPLACE ALL WIRING AND EXTEND 2" CONDUIT FROM CONTROLLER INTO THE NEAREST PLANTING I AREA AS SHOWN. EXTEND 24" INTO PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. I I I I I I I I �_ I I o WHERE NEW IRRIGATION IS NOT o PROVIDED CONTRACTOR SHALL HANDWATER ALL NEW LAWNS UNTIL ESTABLISHMENT OR PROVIDE A Q I BELOW GRADE TEMPORARY IRRIGATION SYSTEM, TYP. 1. THIS PLAN IS BASED ON DISTRICT RECORD AS—BUILTS WHICH WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST, EXACT LOCATIONS OF IRRIGATION INFRASTRUCTURE HAVE NOT BEEN VERIFIED. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING IRRIGATION VALVES, LATERALS & HEADS AND NOTIFY OWNER IMMEDIATELY IF ANY DISCREPANCIES OR CONFLICTS WITH PROPOSED IMPROVEMENTS ARE FOUND. VRC TY OR RENTON Planning/Building/Public Works Dept. OF W A SN 11 4�4 77J R (AGSM ra �Pc tau U� SS�2 SCALE:1 "=20'-0" Q 1430 NE 65th Street v� 20 otiy Seattle, WA 98115 OS '39 0' 10' 20' 40' t:206-322-1732 CAPE ARG� fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS IRRIGATION PLAN ENLARGEMENT DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L3.01 SHEET: �1 OF: 40 Ln NJ- O N 16 u R-429325 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429326 0 Lo Nt 0 0 0 Nt 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. co N w IRRIGATIONLEGEND (SYMBOLS SHOWN AT 1"=20'-0") SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS © CONTROLLER RAINMASTER RME EAGLE INSTALL PER DETAIL '3', SHEET L3.03, SEE SPECIFICATIONS. NO SYMBOL IRRIGATION METER AND STUB —OUT EXISTING TO REMAI POINT OF CONNECTION SEE PLAN ENLARGEMENT ON DETAIL 'X', SHEET LX.X. GATE / SHUTOFF VALVE NIBCO T-113—K GATE VALVE (3"), OR APPROVED EQUAL. BACKFLOW PREVENTER FEBCO 850U (3") STRAINER WILKINS SXL CAST BRONZE 'Y' STRAINER (3") MANUAL DRAIN CHAMPION 30ORS-200 ANGLE VALVE (3") QUICK COUPLER RAINBIRD #5RC 55K-1 KEY SH-2 SWIVEL HOSE ELL 200 PSI THREADED ENDS, BRONZE, SCREW IN BONNET, NON —RISING STEM, SOLID WEDGE, INSTALL PER DETAIL '5', SHEET L3.04. DOUBLE CHECK VALVE. INSTALL PER DETAIL '5', SHEET L3.04. INSTALL AT POINT OF CONNECTION AS PER DETAIL '5', SHEET L3.04. INSTALL AT POINT OF CONNECTION AND ELSEWHERE AS SHOWN ON PLAN, AS PER DETAILS '1' SHEET L3.03 AND '5' SHEET L3.04. INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN, PER DETAILS '2' SHEET L3.03 AND '5' SHEET L3.04. PROVIDE (2) KEYS AND (2) ELLS. N ISOLATION VALVE BALL VALVE (2"), NIBCO T-580—A, BRASS BALL VALVE, INSTALL PER DETAIL OR APPROVED EQUAL. '1', SHEET L3.04, SEE SPECIFICATIONS, SIZE TO MATCH MAINLINE SIZE. MAINLINE PVC —SCHEDULE 40 3" MINIMUM SIZE UNLESS NOTED OTHERWISE, SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL '4', SHEET 3.04. CONTROL VALVE WEATHERMATIC MAX—DW PLASTIC CONTROL VALVE WITH PRESSURE REGULATING 10— (1 "), 15— (1-1/2"), 20— (2") DIAL, INSTALL PER DETAIL '2', SHEET L3.04. LATERALS PVC —SCHEDULE 40 SIZE AS PER PLAN, 3/4" MINIMUM. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4". SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL '4', SHEET L3.04. SLEEVES PVC —SCHEDULE 40 UNDER PAVEMENT SLEEVING, 4" DIAMETER UNLESS OTHERWISE INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. SEE DETAIL '4', SHEET L2.5. NO SYMBOL EXISTING CONTROL WIRES EXISTING TO REMAIN, PRESERVE AND PROTECT. UTILIZE EXISTING WIRES WHERE NEW CONTROL VALVES ARE SHOWN. EXISTING CONTROL VALVE EXISTING TO REMAIN EXCEPT WHERE NOTED ON PLANS. PRESERVE AND PROTECT UNLESS NEW NEW VALVES ARE SHOWN. NO SYMBOL EXISTING VALVE BOXES SALVAGE EXISTING VALVE BOXES AND REINSTALL AT NEW FINISH GRADE EXISTING ROTORS REMOVE ALL EXISTING ROTORS, TYP., REPLACE WITH NEW ROTORS AS SPECIFIED IN LOCATIONS SHOW ON PLANS. EXISTING LATERALS EXISTING LATERALS TO REMAIN UNLESS NOTED OTHERWISE ON PLAN. PRESERVE AND PROTECT IN ALL AREAS UNLESS NEW IRRIGATION IS SHOWN. EXISTING LATERALS TO ABANDON CAP AND DISCONNECT FROM EXISTING OR NEW LATERALS TO REMAIN, ABANDON IN PLACE, REFER TO PLAN FOR LOCATIONS. EXISTING MAINLINE EXISTING MAINLINE TO REMAIN UNLESS NOTED OTHERWISE ON PLAN. PRESERVE AND PROTECT IN ALL AREAS UNLESS NEW MAINLINE IS SHOWN. 07 07 �7 07 TURF ROTOR TORO T7PSS-02 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER 5" POP—UP, ADJ ARC 45-360 DETAIL '3', SHEET L3.04. (46'-54' RADIUS) �g Og Og �g TURF ROTOR TORO T7PSS-02 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER 5" POP—UP, ADJ ARC 45-360 DETAIL '3', SHEET L3.04. (47'-56' RADIUS) 12 12 12 12 TURF ROTOR TORO T7PSS-02 40 PSI, ADJUST RADIUS '3', AS REQUIRED, INSTALL PER 5" POP—UP, ADJ ARC 45-360 DETAIL SHEET L3.04. (50'-57' RADIUS) ® ® TURF ROTATOR TORO TF 570Z-6P—COM W/ PRN—TA NOZZLE 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER ARC 60 DETAIL '3', SHEET L3.04. ® ® TURF ROTATOR TORO TF 570Z-6P—COM W/ PRN—TA NOZZLE 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER ADJ ARC 45-360 DETAIL '3', SHEET L3.04. ® SHRUB SPRAY TORO 570Z-6P 40 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL '3', SHEET L3.04. TWO (2) SPECIFIED RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT BOXES TOGETHER FINISH GRADE SPECIFIED DRAIN VALVE MAINLINE PVC WITH THREADED OUTLET NIPPLE AND ELL PIPE MIN. 18" OFFSET FROM PVC LINE 3" PVC PIPE, THREADED ONE END MIN. 3 C.F. (24" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. 2. INSTALL ONE MANUAL DRAIN VALVE AT LOWEST POINT OF MAINLINE ON SITE, SUBJECT TO REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. MANUAL DRAIN VALVE 1 1/2" = 1'-0" JUNCTION CONDUIT FOR PC SOURCE, ELECTRICAL PI SWEEP P—CA-34 SPECIFIED 10" ROUND VALVE BOX AND LID 1/4" GALV. U—BOLT 1" X 16" SCH. 40 PVC PIPE w �~ om �w 0 J U Q wry C/)D m w w U) SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE FINISH GRADE 1" X 16" SCH. 40 PVC PIPE, SECURE TO QUICK COUPLER WITH 1/4" GALV. U—BOLT BUSHING AS REQUIRED SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED (2) SCH. 80 STREET ELL W/(1) SCH. 80 SHORT NIPPLE (NO MARLEX) PVC SCH. 80 NIPPLE, 8" MIN. LENGTH MAINLINE PVC TH X TH 90 DEG. ELL (NO STREET ELL) NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. QUICK COUPLER VALVE 1 1 /2" = 1'-0" P—CA-33 SPECIFIED RAIN/FREEZE SENSOR, CONNECT CABLE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM SPECIFIED AUTOMATIC IRRIGATION 1 WEATHERMATIC MAX-DW 2" TURF ROTOR 60.7 CONTROLLER. WALL MOUNT PER 2 WEATHERMATIC MAX-DW 2" TURF ROTOR 47.5 MANUFACTURER'S RECOMMENDATION. 3 WEATHERMATIC MAX-DW 2" TURF ROTOR 47.5 SEE IRRIGATION PLAN FOR LOCATION. 4 WEATHERMATIC MAX-DW 1-1/2" SHRUB ROTARY 37.67 VERIFY WITH ARCHITECT PRIOR TO 5 WEATHERMATIC MAX-DW 2" TURF ROTOR 63.6 INSTALLATION. 6 WEATHERMATIC MAX-DW 2" TURF ROTOR 47.5 7 WEATHERMATIC MAX-DW 2" SHRUB SPRAY 45.5 8 WEATHERMATIC MAX-DW 2" TURF ROTOR 55.7 9 WEATHERMATIC MAX-DW 2" TURF ROTOR 60.7 PROVIDE ADDITIONAL 3/4" WIRE 10 WEATHERMATIC MAX-DW 2" TURF ROTOR 54.9 CONDUIT TO RAIN SENSOR UNLESS 11 WEATHERMATIC MAX-DW 2" TURF ROTOR 61.5 WIRELESS SENSOR SPECIFIED 12 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 13 WEATHERMATIC MAX-DW 2" TURF ROTOR 54.1 CONDUIT FOR CONTROL WIRES, 14 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 MINIMUM SIZE AS SPECIFIED ON 15 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 IRRIGATION PLANS 16 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 17 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 PROVIDE ADDITIONAL 3/4" WIRE 18 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 CONDUIT TO BOOSTER PUMP 19 WEATHERMATIC MAX-DW 2" TURF ROTOR 44.6 FOR PUMP START RELAY 20 WEATHERMATIC MAX-DW 1-1/2" SHRUB ROTARY 20.57 SWITCH IF BOOSTER PUMP IS 21 WEATHERMATIC MAX-DW 1-1/2" SHRUB ROTARY 36.76 SPECIFIED ON LEGEND 22 WEATHERMATIC MAX-DW 1-1/2" SHRUB ROTARY 17.92 FINISH FLOOR SWEEP ELL fora 1430 NE 65th Street Seattle, WA 98115 t:206-322-1732 fora.land IRRIGATION CONTROLLER (INTERIOR WALL MOUNT) 3/4" = 1'-0" RECORD DRAWINGS EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: Ty N 0. REVISION BY DATE AP P R APPROVED: AR SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM P—CA-35 t.R C T Y OF RENTON Nui• Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS IRRIGATION LEGEND & NOTES DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L3.03 SHEET: 21 OF: 40 0 Nt O 0 Nt , u R-429327 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. co rn N 0 LLI 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 :...:IIIUf "w Ld LLJ can':.: ;..:0 ...:. 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 SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE SPECIFIED AUTOMATIC CONTROL VALVE, INSTALL PRESSURE REGULATING DIAL IF SHOWN ON LEGEND 11 PVC UNION 24" SPARE WIRE COIL, SEE SPECS FOR QUANTITY PVC BALL VALVE, COMMERCIAL GRADE I 3" 111 P I f CLR. I SET HEADS PLUMB ES FINISH GRADE EXCEPT DOERE NOTGALOW 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 ry AND PIPE can J D NEW/EXISTING LOCATIONS, P P FLU w p 0° BURIAL DEPTH IIN. N Li_ PER SPECIFICATIONS 11- _. PVC UNION J 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. 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" GATE VALVE r STRAINER METERED STUB SPECIFIED JUMBO -SIZED VALVE BOX, INSTALL FLUSH WITH FINISH GRADE DOUBLE CHECK BACKFLOW PREVENTER P-CA-29 �45° NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. 2. SEAL ALL JOINTS W/ TEFLON TAPE ON MALE THREADS ELEVATION VIEW ONLY. 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" TWO (2) SPECIFIED RECTANGULAR VALVE BOXES, INSTALL FLUSH WITH FINISH GRADE r MANUAL I DRAIN VALVE UNION II II I/ = III 6" MIN. _ CLR. - MINIMUM 6 C.F. (12" ELEVATION VIEW DEPTH) DRAIN ROCK SUMP SUPPORT EACH VALVE BOX—// WITH (4) BRICKS, TYP. NOTES: 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. POINT OF CONNECTION - WITH DOUBLE CHECK VALVE P-CA-10 \vj 1 1/2" = 1'-0" RECORD DRAWINGS EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: N N0. REVISION BY DATE APPR APPROVED: AR SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY P-CA-30 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE C TY OF WO RENTON Planning/Building/Public Works Dept. SHRUB OR LAWN HEAD, TOP FLUSH W/ FINISH GRADE. ADJUST TO ACCOUNT FOR SETTLING OF TOPSOIL OR MULCH 91010ywe] :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 P-CA-08 OF W AS for `N���ff1777J RA MsM 1 G coP Q 1430 NE 65th Street 11 Seattle, WA 98115 92� 93s 2r. S EXP.61 t: 206-322-1732 cq P E A RG fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS IRRIGATION DETAILS DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L3.04 SHEET: r1 2 OF: 40 0 Ill Nt O O N , u R-429328 A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429329 0 Nt 0 0 0 N WE A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429330 0 Lo 0 0 0 N W u A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E•, W.M. co 0-) 2 c\j 4.0 w OPEN o� ° ° 4 d 4 4 4 d a 10i°HT. CL FENCE ° a .a CONCRETE PAVING, SEE CIVIL \ m cA ° d 44. d 4 a 00 a a a4 a PLAYER'S d I� BENCH, 4 GATE SCHEDULE SEE SPECS. a 4 4 a 4 a 8' HT. C L a 4 a °. Q.O FENCE 4 4 9' 70,9' 6\\- " 4 8' HT. CL FENCE DUGOUT PLAN 3/8" = 1'—O" 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 a° ° a 4 a - o a d ° a a d 4 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:) KICTTIKI(` 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" RECORD DRAWINGS EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: TY N0. REVISION BY DATE APPR 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�— 12or 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 CONC PAVING 1 I — fe — � I dal l a. —1 1 ° _ CONC FENCE FOOTING I I a ad 4 ° d e I� 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 FULL SCALE Planning/Building/Public Works Dept. IF N01 ONI- 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 DATE: CASCADE ELEMENTARY SCHOOL 04o/19/24 FIEL FIELD IMPROVEMENTS PAGE DRAWING N0: SITE DETAILS L4.02 SHEET: 25 OF: 40 0 O O N X u R-429331 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 FOOTIN( PER SPECS FRONT VIEW WOOD PLANKING AT FENCING CHAIN LI""' FENCE F CHAIN LI FENCE P 2X10 WC PLANKIN, CONTINU 1/4" STE 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 O LO 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" RECORD DRAWINGS NO. I REVISION EB 12 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: N Hy 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 CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SITE DETAILS 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L4.03 SHEET: 26 OF: 4 0 R-429332 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. 0 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 1/2" = 1'-O" P-CA-06 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 3/ 16" = 1'-0" N0. RECORD DRAWINGS REVISION EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: N 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 CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SITE DETAILS DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L4.04 SHEET: 27 OF:40 R-429333 O LO O O N 3% 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 O W F. G. SPECIFIED DEPTH OF MULCH SPECIFIED DEPTH OF TOPSOIL 11 FENCE POST 1' WIDTH CONCRETE MOW STRIP CENTERED ON FENCE POSTS. PROVIDE EXPANSION JOINTS EVERY 12-15' F. G. - SPECIFIED SOD LAWN SPECIFIED DEPTH OF TOPSOIL I � I HOLD TOP OF FOOTING OW FINISH GRADE 1 FOOTING SECTION VIEW NOTES: 1. PROVIDE MOW STRIPS AT FENCE LINES IN LAWN AREAS AND WHERE SHOWN ON SITE PLANS. MOW STRIP AT FENCE 3/4" = 1'-0" GALVANIZED STEEL HANDRAIL, 1.66" OUTSIDE DIA. SCH. 40 PIPE ALL HANDRAILS SHALL BE SHOP GALVANIZED, NO COLD GALVANIZING SPRAY PERMITTED - SEE SPECIFICATIONS. AT EACH NOSING PROVIDE 1 /2" EDGE RADIUS AND (4) SAFETY GROOVES TO BE 3/4" APART AND 1/4" DEEP TOOLED IN PARALLEL WITH SAFETY STEP EDGER TOOL GRAVEL PAVING W/ BINDER (6" MIN. COMPACTED DEPTH), GALVANIZED STEEL HANDRAIL, SEE SPECS. MATCH STAIR HANDRAIL. FILTER FABRIC, MIRAFI 140N MEET AND MATCH _ EXPANSION JOINT EXISTING GRADES AT N CONCRETE PAVING WITH REFER TO RAMP PROFILES EXISTING PLANTING AREA THICKENED EDGE AND SITE PLAN FOR COMPACTED SUBGRADE ADJACENT CONDITION 3ff TO 95� FLUSH 2% SLOPE _ HANDRAIL SLEEVE INSERT14 I- ° -1 I I -III- I -III - III -III ; III -I 11=1 I I -III -III -III -I a a " _ I III —III— — —III—I I �—III—III—I I u° IIIII „III_ 4 EXISTING SUBGRADE, COMPACT TO 4, 4:4. °d_ 95% BENEATH CRUSHED ROCK ° d° d III 1 1 11_1011 a::8.. ...... PLAY AREA PAVING SEE PLAN NOTE: PROVIDE SHOP DRAWINGS FOR ALL HANDRAILS. CONCRETE RAMP & HANDRAIL P-CA-00 \ L J 1" = 1'-0" I I 12" TREAD YP 1'-0" o I - J Q 1„ N 1 /2"R TYP. o J Q Q /.. O CD p' .. y� _ • 0 j7A� e .. % / d' f� d 00 Oaa .nn 7 �0v, �a #4 BAR NOSING (TYP.) 2 CLEAR •° • •a . I #4 BAR @ 24" O.C. EACH WAY a..• a (2" CLEAR MIN.) TIED TO CHEEK WALL MITER CONNECTION TYP. _J a_ 5" ry o1 0 I N W0 I- 0 •� 00 1/2"x16" SMOOTH STEEL DOWEL © 24" O.C. AT TOP AND BOTTOM OF STAIRS, GREASE ON END, TYP. EXPANSION JOINT, TYP. AT WALL AND SLAB JOINTS HANDRAIL SLEEVE INSERT +/- 2" DIA., GROUT IN PLACE W/ WATERPROOF NON -SHRINK GROUT. SLEEVE DEPTH 6" '�— °" NOTES: 1. SEE LANDSCAPE PLANS FOR STAIR LOCATIONS AND EXACT NUMBER OF RISERS. 1'-3" 2. TOP AND BOTTOM OF POSTS MUST ALWAYS EXTEND BEYOND TOP AND BOTTOM OF RISERS AS SHOWN ON THIS DETAIL. 3. PROVIDE INTERMEDIATE POSTS AS SHOWN ON STAIR PROFILES. TYPICAL SECTION 4. PROVIDE LIGHT BROOM FINISH ON ALL STAIR TREADS. 7. PROVIDE SHOP DRAWINGS OF STEEL HANRAILS FOR APPROVAL. 8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE STAIRS 3/4" = 1'-0" 'I III" III ELEVATION HANDRAIL LOCATIONS AS SHOWN ON PLAN HANDRAIL SLEEVE INSERT III II' COMPACT SUBGRADE TO 95% P-CA-03 P-CA-25 GRAVEL PAVING AT EDGE OF PLAY AREA 3/4' = 1'-0" 4'-0" ff INU I CU DCLUVV P-CA-22 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 1-5/8" SCH. 40 FRAME, 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. ALL COMPONENTS SHALL BE GALVANIZED STEEL. 5. ADJUST HARDWARE FOR SMOOTH OPERATION. 6. ALL MESH OPENING TO BE 2". 7. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT. 8' HT. GATE 1/2" = 1'-0" RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: DESIGNED: DRAWN: EB/AM ONE INCH CHECKED: AT FULL SCALE N IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M P-CA-38 ® 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 CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SITE DETAILS DATE: 04/19/24 PAGE: DRAWING NO: L4.05 SHEET: 28 OF: 4 0 R-429334 0 Nt O O 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-429335 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 w-mm -MINE _ � lllllli I�1 �I�� LSi N II�M1£Mm i p� O I E r' `�e�lll ©�� ■ I ;pm, ' - 1 '1 RNA Ir,b �,II■�� OVEMENTS PARKING— �i fE1 L—L- -- N SCALE: 1 "=50'-0" 0' 25' 50' 100' 200' RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 C T Y 0 F HORIZONTAL: NAD 1983/183/1991 DESIGNED: DRAWN RENT 0 N EB/AM ONE INCH DATU M 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 �F WA, Ss�2 1430 NE 65th Street o dti Seattle, WA 98115 2�s �a9 ExP.6126\� \� t: 206-322-1732 cq a E A RG� fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS OVERALL GRADING PLAN DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L5.00 SHEET: 30 OF.40 0 LO '11- O CD 6 , u R-429336 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. 117PL.;.. /> -----_ --- _ —444-- I� 445— Lij 447 -447 — — — I 447.03 FG —SD(R) << 447.(�3 FG SD(R co �jSD (R) SD(R) 47.27 FG � 447.27 FG—d— d d d — 447 II d �I II � d d---------------- CONTINUED TO LEFT ON THIS PAGE 0 - — 453 O __ _ U 4561— -----M --- LIMIT =I �+MFT 5 - �6 AHBL #107 REBAR AND CAP N:170558.0890 E.1306250.4050 ELEV. 457.41 CONTINUED TO RIGHT, THIS PAGE RECORD DRAWINGS EB z,z�,z5 SURVEYED: SCALE: VERTICAL: NAVD C T Y 0 F HORIZONTAL: NAD 1983/183/1991 DESIGNED: DRAWN RENT 0 N EB/AM ONE INCH DATU M CHECKED: AT FULL SCALE Ty Planning Building Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE A P P R �APPROVED: SCALE ACCORDINGLY AR SCALE: 1 "=20'-0" mmm 0' 10' 20' - 1430 NE 65th Street Seattle, WA 98115 40' t: 206-322-1732 fora.land *`1 J RASSMG`NC�ii ��Ub sF2 J Q h S �38 EXP.6126\�� � IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS GRADING PLAN ENLARGEMENT DATE: 04/19/24 FIELDBOOK: PAGE: DRAWING NO: L5.01 SHEET: 31 OF. 40 R-429337 1 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. R-429338 '- 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. co N i r) w I- u O SUBDRAINAGE LEGEND O SYMBOL DESCRIPTION O - — llWl� lllNl� 11 � II llWl� �'I'° III I � O \ / " 4PERFORATED LATERAL LINE e �s.oi CV SEE SPECS V �\ o� .�' _ " - T I - - 7W. 4 » 1 1 �- 4 PERF PIPE FRENCH DRAIN, D I �. A� _= SEE SPECS IIE IE 44E.5] 444.BB I�� I EXISTING FIRE LANE CIE J Ei 4" PERFORATED LATERAL LINE M - EXISTING y1MFIELiS �44.Ee 8" RIGID PVC COLLECTOR LINE - 5E - EX -- I_ /LA�IAL IMPSO�LEKdEN.I� ALL�O$�i BACKSTOP ISTING I I FIELD TO FACILITATE YOUTH I I I� 444SE _ I 4 ACFR SnFTR ANSQrCER .68 `T ca CLEANOUT E 0 444.5E \� � � IE -_ E LATERAL LINE ELEVATION CIE COLLECTOR INVERT ELEVATION xxx.xx EXISTING FINISH GRADE IE44.,] CIE I AND PP'. DOSTNID CDl1ECT0R I I � � � ANATCH IT ALL BACI( —_ '"" "'°°°N YCL1% ' . I SUBDRAINAGE NOTES I III ` MTN NFTF1n. � I I I 1 I I AT THIS GENERAL LOCATION. TYP. i 446.27 / IE Fli 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. 440.57 — CIE 444.57 IE I 444.51 IE I — — — — — — — — — — 444.50 IE 444.50 IE M I444.50 - IE I i 440.02 CIE TRANSFER TO EXISTING COLLECTOR HERE - Q ® f ��• �ffff, • Ifff�' �� tfffsf fi ull Ilfff ,,�11�I, � �•fff Offf Ilffff �•fff I� �fsfs iffff �•f ff••ff� �� �iisfsi•: - 'if•��ii _ �i .❖A❖. I Ifffff• - I ftrfk • • .: off - s�efs• t. I �•ffffff = i I•Aff sfs I 1•fAfff 1► ♦� �Nfff Iffff � • � fffff `� ♦ � .. , tiff 110 • • • • WITH INFIELD. N SCALE:1 "=50'-0" 0' 25' 50' 100, 200' RECORD DRAWINGS EB 2/28/25 SURVEYED: SCALE: VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 Tiq OF DESIGNED: tv, DRAWN: R R N T O N EB/AM • ONE INCH DATUM p CHECKED AT FULL SCALE PIQI'll" ing/BuiI ding/PubIIC Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: AR SCALE ACCORDINGLY fora 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 fora.land IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS OVERALL SUBDRAINAGE PLAN DATE: D/19/24 FIEL PAGE: DRAWING NO: L6.00 SHEET: 33 OF: 40 R-429339 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 LIST 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$ APPROVAI OF ANY OTHER CONSTRVCTIQ" (N<.6. WATER. SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS aRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL 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 REETORE*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 pLA.CEMEteT AND COMPACTION OF RECUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH Of THE PIPE WILL BE SuPPORTl2o 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$IDE OF THE C[JRB(WTTER LINT • ROUND, SOLID LIDS D9SPLAYIN:G THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE GFIY- PRIYA3ES7RUC7URE LIDS OUTSIDE PUBLIC RIGHT-CF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LDGfl- 15 BUILDINGS AND 07HER STRUCTURES SHAD. BE PLACED IN ACCORDAfiFCE WITH TABLE 4.1 EAszmENT WIDTHS AND BUILDING SETBACKS UNES OF THE RENTON SWOM 18 LIDS OF MANHOLESir-ATCHBASINS WITHIN PUBLIC RIGH7.OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANL IDLEICATCH BASIN RIMS SHALL BE ADJUSTED TO HB FLusH WITH FINAL f INNSWQ GRADES, UNLESs DTHE"RWISE SHOWN 17 ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-Cf-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 1:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DFrCH UNLESS OTHERWISE NOTED. DRAWING 15 NOT TO SCALD ; NI S+ Adm� STD. PLAN - 267.00 URI PUBLIC WORKS SURFACE WATER STANDARD PLAN 'a by: DEPARTMENT DOTES (1 OF 2) artiln PastuCha8/13/2020 S.Q 1►[19l 0 4D 12" MIN. N FRENCH DRAIN AT BACKSTOP Scale: 1 1 /2"=V-0" SURFACE WATER STANDARD PLAN NOTES: THE FOLLOMNG M A LISTING OF GENERAL NOTES THAT SHALL CE WORPORATEP IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE UST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HERI REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANIT SHALL NOT RENUMOER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE TrEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 16. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REOIUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 111 FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-1)INCHROCK14Q-70%PAS$INCy; • 2 - 4 FNCK ROCK) 30 - 40-A PASSING; AND . LESS THAN 21NCH 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).09 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 A2 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 C1761- 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 RECORD DRAWINGS REVISION EB 2/28/25 SURVEYED: DESIGNED: DRAWN: EB/AM CHECKED: N 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 CASCADE ELEMENTARY SCHOOL FIELD IMPROVEMENTS SUBDRAINAGE DETAILS DATE: 04/19/24 FIELDBOOK: PAGE: L6.01 SHEET` 34 °F 40 0 Ln O O O N 6 , u R-429340