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161205 MAD (Site Permit Drawing Set) (2).pdfMADRONA SCHOOL REPLACEMENT EDMONDS SCHOOL DISTRICT 9300 236TH ST. SW, EDMONDS, WA 98020 SITE PERMIT 05 DECEMBER 2016 71 McIP I 1 SEATTLE WA 98104 (ID5)E91-4.S TOU (28) 441 0478 !M IY3l NW HOYTISUITF 102 (503)Zl4 4US OFOTCE (Y03)224-0918 TAX Edmonds SCHOOL DISTRICT Frmsswlmne.m n ewreaN MADRONASCHOOL REPLACEMENT 80002WH ST. SW_ EDMONDS, WAN020 �#,w DDEDATE 05R.CEM8EN iOM RNE SITE PERMIT m�ET� 221591s o0 EDmw CM NORnI4) G-001 1 2 3 4 5 6 -------------------------------------------- --------- --------- --------- --------- --------- --------- ------------ ABBREVIATIONS SYMBOLS GENERAL NOTES SHEET INDEX PROJECT DATA AB ANCHOR BOLT LAV LAVATORY 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME 01-GENERAL ACT ACOUSTICAL CEILING TILE MAS MASONRY LOCATION OF BUILDING PERMIT ISSUANCE, G-001 COVER SHEET PROJECT PREPARE SITE FOR CONSTRUCTION OF FUTURE ADDL ADDITIONAL MATL MATERIAL A GRID LINES 2. READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE G-002 SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, DESCRIPTION: MADRONA SCHOOL. THE EXISTING MADRONA ALL ABOVE FINISH FLOOR MAX MAXIMUM CONSTRUCTION DOCUMENTS FOR THE PROJECT- GENERAL NOTES, PROJECT DIRECTORY SCHOOL WILL REMAIN IN OPERATION DURING ALUM ALUMINUM MDF MAIN DISTRIBUTION FRAME �/�\ 3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: G-003 LAND USE CODE REVIEW CONSTRUCTION AND WILL BE DEMOLISHED UPON ANOD ANODIZED) MECH MECHANICAL �/ - -AT INTERIOR PARTITIONS: TO THE FACE OF STUD 02-SURVEY APPROX APPROXIMATE MFD MANUFACTURED -AT COLUMNSCOMPLETION OF THE NEW SCHOOL. SITEWORK: TO THE CENTERLINE OF COLUMNS V SURVEY - FOR INFORMATION ONLY ARCH ARCHITECT(URAL) MFR MANUFACTURE(R) -AT CONCRETE ORCMU'TOTHEFACE OFCONCRETE ORCMU WILL INCLUDE PARKING AND LOADING AREAS, BD BOARD MIN MINIMUM, MINUTE -AT EXTERIOR WALLS' TO THE EDGE OF SLAB V-101 TOPOGRAPHIC SURVEY 1 OF 16 TRACK, PLAYFIELDS, STORM WATER BITUM BITUMINOUS MISC MISCELLANEOUS LEVEL NAME 4. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF V-102 TOPOGRAPHIC SURVEY 2 OF 16 BLDG BUILDING MO MASONRY OPENING �� MANAGEMENT, AND UTILITIES. A SEPARATE BLKG BLOCKING MTD MOUNTED LEVEL 0..2.. LEVEL HEAD ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM V-103 TOPOGRAPHIC SURVEY 3 OF 16 BUILDING PERMIT WILL BE FORTHCOMING. BM BEAM MTL METAL V CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE V-104 TOPOGRAPHIC SURVEY 4 OF 16 110`-0" JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES ARE NOT AVAILABLE SO BOTTOM OF NA NOT APPLICABLE V-105 TOPOGRAPHIC SURVEY 5 OF 16 R �- BOT BOTTOM NIC NOT IN CONTRACT ELEVATION V-106 TOPOGRAPHIC SURVEY 6 OF 16 PROJECT 9300 236TH ST. SW, EDMONDS, WA 98020 C CHANNEL NO NUMBER NORTH 5. PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING V-107 TOPOGRAPHIC SURVEY 7 OF 16 ADDRESS: L CB CATCH BASIN NOM NOMINAL FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. CF/OI CONTRACTOR FURNISHED; NTS NOT TO SCALE AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. V-108 TOPOGRAPHIC SURVEY 8 OF 16 OWNER INSTALLED CA OVERALL 6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION V-109 TOPOGRAPHIC SURVEY 9 OF 16 CG CORNER GUARD OC ON CENTER NORTH ARROW PURPOSES ONLY. REFER TO SHEET A-651 FOR PROGRAM ROOM NUMBERS AND V-110 TOPOGRAPHIC SURVEY 10 OF 16 CL CENTERLINE OD OUTSIDE DIAMETER SIGNAGE. V-111 TOPOGRAPHIC SURVEY 11 OF 16 PARCEL NO: 27033600404600 CLG CEILING OF/CI OWNER FURNISHED; 7. CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT V-112 TOPOGRAPHIC SURVEY 12 OF 16 ClR CLEAR CONTRACTOR ALL ROOMS EXCEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOMS, V-113 TOPOGRAPHIC SURVEY 13 OF 16 - CMU CONCRETE MASONRY UNIT INSTALLED IN SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE COL COLUMN OF/OI OWNER FURNISHED; SPACE MAY BE EXPOSED. LOCATE SUCH INSTALLATIONS TO MINIMIZE VISIBILITY AND V-114 TOPOGRAPHIC SURVEY 14 OF 16 CONC CONCRETE OWNER INSTALLED Room ROOM NAME ROOM NAME & NUMBER ORGANIZE TO MINIMIZE RUN LENGTHS AND OVERLAPPING. ARCHITECT TO REVIEW V-115 TOPOGRAPHIC SURVEY 15OF 16 RELATED CONT CONTINUOUS OH OVERHANG 100 ----- SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR TO V-116 TOPOGRAPHIC SURVEY 16 OF 16 PERMITS: OR ( ) PH OPPOSITE HAND CONTR CONTRACT OO— ROOM NUMBER 03-CIVIL FABRICATION AND INSTALLATION. CCOORDINATE OPNG OPENING CPT CARPET (ED) OPP OPPOSITE 8. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED C-001 COVER SHEET CT CERAMIC TILE ORD OVERFLOW ROOF DRAIN MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. C-002 GENERAL NOTES DEFERRED DEMO DEMOLISH, DEMOLITION OVHD OVERHEAD 9. VERIFYALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE C-100 CONSTRUCTION BASELINE PLAN SUBMITTALS: OFT DETAIL PL PROPERTY LINE �/ELEVATION PROCEEDINGWITH THE WORK. DF DRINKING FOUNTAIN PLAM PLASTIC LAMINATE 0'-O�AFF SURFACE SPOT ELEVATION 10. NOTIFYTHE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE C-20OVERALL DEMOLITION PLAN DIA DIAMETER PLWD PLYWOOD CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, C-201 DEMOLITION PLAN DIM DIMENSION PT PAINT, PRESSURE MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF C-202 DEMOLITION PLAN ON DOWN TREATED JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF C-300 OVERALL STORM WATER POLLUTION PREVENTION (SWPP) PLAN PROJECT TEAM DS DOWNSPOUT PVG PAVING VIEW THE WORK. C-301 STORM WATER POLLUTION PREVENTION (SWPP) PLAN DWG DRAWING R RADIUS, RISER 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS C-302 STORM WATER POLLUTION PREVENTION (SWPP) PLAN E EAST RB RUBBER/RESILIENT ER7ED CEILING BASE BINDING AS IF REQUIRED BY ALL. C-310 STORM WATER POLLUTION PREVENTION SWPP DETAILS EA EACH RCP REFLECTED CEILING PLAN ( ) EL ELEVATION RD ROOF DRAIN, ROAD n DETAIL NUMBER 12 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT C-400 OVERALL STORM DRAINAGE PLAN OWNER EDMONDS SCHOOL DISTRICT ELEC ELECTRIC (AL) READ REQUIRED _ _ A CALLOUT VIEW THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE C-401 STORM DRAINAGE PLAN 20420 68TH AVENUE WEST ELEV ELEVATOR RM ROOM q_Sp...... NOTED IN EVERY CASE. C-402 STORM DRAINAGE PLAN ENCL ENCLOSE (URE) RO ROUGH OPENING DRAWING BHT 13 CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -CUTS THROUGH LYNNWOOD, WASHINGTON 98036 EQ EQUAL S SOUTH �J - NUMBER SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND C403 STORM DRAINAGE PLAN 425.431.7166 OFFICE EQUIP EQUIPMENT SAM SELF ADHERING EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH C-404 STORM DRAINAGE PLAN EW EACH WAY MEMBRANE _ WORK. C-405 STORM DRAINAGE PLAN CONTACT:TAINEWILTON EXIST EXISTING SAM-HT SELF ADHERING A --------------' DETAIL NUMBER WILTONT@EDMONDS.WEDNET.EDU EXP EXPANSION MEMBRANE DETAIL VIEW 14 VERIFYALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT C-406 STORM DRAINAGE PLAN EXP EXTERIOR HIGH TEMP A-50 FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. C-410 STORM DRAINAGE PROFILES FAF FLUID APPLIED FLASHING SAM-MC SELF ADHERING _ DRAWING SHT 15 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT C-411 STORM DRAINAGE PROFILES ARCHITECT MAHLUM FD FLOOR DRAIN MEMBRANE NUMBER LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BY THEIR WORK. C420 STORM DRAINAGE DETAILS 71 COLUMBIA, SUITE 400 FDN FOUNDATION METAL CLAD PROVIDED ACCESS FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER C-021 STORM DRAINAGE DETAILS SEATTLE, WA 98104 FEC FIRE EXTINGUISHER CABINET SCHED SCHEDULE LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL A DETAIL NUMBER REQUIRED ACCESS PANELS. INDICATE REQUIRED ACCESS DOORS ON THE C-422 STORM DRAINAGE DETAILS 206.441.4151 OFFICE D D FF FINISH FACE SF SQUARE FOOT (FEET) FIT FUME HOOD BHT SHEET A-201 EXTERIOR ELEVATION COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF C-500 OVERALL GRADING PLAN CONTACT: DAVID MOUNT, PRINCIPAL FIN FINISH (ED) SHTHG SHEATHING ------------- DRAWING BHT ACCESS DOORS PRIOR TO INSTALLATION. C-501 GRADING PLAN DMOUNT@MAHLUM.COM FLR FLOOR SIM SIMILAR NUMBER 16 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS C-502 GRADING PLAN FOC FACE OF CONCRETE SPKLR SPRINKLER REQUIRED BY CODE. PROVIDE BORATE TREATED WOOD IN CONTACT WITH STEEL. C-503 GRADING PLAN FOF FACE OF FINISH SQ SQUARE --------------- DETAIL NUMBER 17 DO NOT SCALE DRAWINGS. C-504 GRADING PLAN CONTRACTOR FORMA CONSTRUCTION COMPANY FOM FACE OF MASONRY SS SANITARY SEWER, 18 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE C-505 GRADING PLAN 2823 29TH AVE SW FOS FACE OF STUDS STANDING SEAM Al BUILDING SECTION/ REQUIRED FIRE RATING OF THE PARTITION. FRMG FRAMING SST STAINLESS STEEL C-506 GRADING PLAN TUMWATER, WA 98512 A-310 --- DRAWING BHT WALL SECTION 19 SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS C-510 GRADING SECTIONS 360.754.5788 OFFICE FRNV FIRE RETARDANT TREATED ST STAIRS, STREET -- WOOD STD STANDARD NUMBER THE DIRECTION OF AS THE ARCHITECT. .THISDOCUMENTATION CONSULTANTS TOTHE OWNERANDNOT UNDER C-520 GRADING ENLARGEMENTS CONTACT: DEREK BOYSEN, SR, PROJECT MGR FT FOOT, FEET STOR STORAGE q1� THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE FTG FOOTING STRUCT STRUCTURE (AL) DETAIL NUMBER CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER, C-600 OVERALL PAVING AND HORIZONTAL CONTROL PLAN DEREKB@FORMACC,COM GA GAGE BUSH SUSPENDED) 20 REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL C-601 PAVING AND HORIZONTAL CONTROL PLAN GALV GALVANIZED, GALVANIC SV SHEET VINYL A2 q4 INTERIOR ELEVATION DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT C-602 PAVING AND HORIZONTAL CONTROL PLAN OWNER RIDER LEVETT BUCKNELL GAR GARAGE T TREAD A-210 MOUNTING LOCATION. C-603 PAVING AND HORIZONTAL CONTROL PLAN GB GRAB BAR, GYPSUM BOARD TB TACK BOARD ------------------ DRAWING BHT CONSULTANT: 1924 - 1ST AVENUE, 2ND FLOOR GC GENERAL CONTRACTOR TFF TOP OF FINISH FLOOR NUMBER 21 SIX DIGIT NUMBERS AT DRAWING NOTES (09 26 00 GYPSUM BOARD FOR EXAMPLE) C-604 PAVING AND HORIZONTAL CONTROL PLAN GL GLASS TA3 REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL, THEY ARE COST SEATTLE, WA 98121 .--_ GYP GYPSUM TLT THROUGH C-605 PAVING AND HORIZONTAL CONTROL PLAN TOILET NOT INTENDED TO ASSIGN WORK TO SUB -CONTRACTORS. ALL ITEMS ARE INCLUDED IN C-606 PAVING AND HORIZONTAL CONTROL PLAN ESTIMATOR 206.223.2055 OFFICE H HIGH TMPD TEMPERED SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. CONTACT: STEVE KELLY HB HOSE BIBB TOM TOP OF MASONRY --------------' VIEW NUMBER 22 FIRE -RETARDANT TREAT ALL WOOD BLOCKING AS REQUIRED BY APPLICABLE CODES. C-610 PAVING DETAILS c-611 PAVINGDETAILS- STANDARD STEVE.KELLY@US.RLB.COM HC HANDICAP TYP TYPICAL HDW HARDWARE UON UNLESS OTHERWISE VIEW NAME DRAWING BLOCK TITLE C-700 OVERALL SIGNAGE AND STRIPING PLAN HM HOLLOW METAL NOTED p� C-701 SIGNAGE AND STRIPING PLAN OWNER PACE ENGINEERS HORIZ HORIZONTAL UT1L UTILITY 1/8" = V-0" C-702 SIGNAGE AND STRIPING PLAN CONSULTANT: 11255 KIRKLAND WAY, SUITE 300 FIR HOUR VEH VEHICLE C403 SIGNAGE AND STRIPING PLAN HT HEIGHT VERT VERTICAL SURVEYOR KIRKLAND, WA 98033 HVAC HEATING, VENTILATION, AIR VRFY VERIFY ---- VIEW SCALE C-704 SIGNAGE AND STRIPING PLAN CONDITIONING VIE VERIFY IN FIELD C-705 SIGNAGE AND STRIPING PLAN 425.827.2014 OFFICE CONTACT: BILL OFFICE INS IOF INTERMEDIATE DISTRIBUTION W WEST, WIDE, WASHER C-706 SIGNAGE AND STRIPING PLAN FRAME W/ WITH Q ARCHITECTURAL REVISION BILLH PA IBC INTERNATIONAL BUILDING CODE W/O WITHOUT 01 REVISION NUMBER C-710 SIGNAGE AND STRIPING ENLARGEMENTS @ CEENGRS.COM INCL INCLUDING(ED) WC WATER CLOSET C-711 SIGNAGE AND STRIPING DETAILS INFO INFORMATION WD WOOD, WOOD DOOR C-800 OLYMPIC VIEW WATER COVER SHEET- FOR REFERENCE ONLY OWNER ARGUS PACIFIC INC., A TERRACON COMPANY INSUL INSULATION WDW WINDOW An NENT C-810 OLYMPIC VIEW WATER GENERAL NOTES- FOR REFERENCE ONLY M INT INTERIOR WR WEATHER RESISTANT. C-820 OVERALL WATER PLAN- FOR REFERENCE ONLY CONSULTANT: 21905 64TH AVENUE WEST, SUITE 100 JAN JANITOR WATER REPELLENT HAZARDOUS MOUNTLAKE TERRACE, WA 98043 L LONG WRB WEATHER RESISTIVE DOOR NUMBER DOOR C-821 WATER PLAN - FOR REFERENCE ONLY MATERIALS 206.285.3373 OFFICE C BARRIER / C-822 WATER PLAN - FOR REFERENCE ONLY C WSCT WAINSCOT uz------------------DOOR/ROOM C-823 WATER PLAN -FOR REFERENCE ONLY 1001A DESIGNATION c-824 WATER PLAN - FOR REFERENCE ONLY OWNER FSI CONSULTING ENGINEERS PATTERNS C-825 WATER PLAN- FOR REFERENCE ONLY C-826 WATER PLAN -FOR REFERENCE ONLY CONSULTANT: 506 2ND AVENUE, SUITE 700 9'-0" CEILING HEIGHT CEILING C-827 WATER PLAN- FOR REFERENCE ONLY COMMISSIONING SEATTLE, WA 98104 C-830 WATER PROFILES - FOR REFERENCE ONLY 206.622.3321 OFFICE MATERIAL C-831 WATER PROFILES- FOR REFERENCE ONLY CONTACT: BRANDON CRANE 03-6-0------- SEE WALL ASSEMBLY C-832 WATER PROFILES - FOR REFERENCE ONLY BRANDONC@FSI-ENGINEERS.COM ASPHALT MASONRY - CONCRETE BLOCK 6 At "- WALLS TAG LEGEND C-833 WATER PROFILES -FOR REFERENCE ONLY C-834 WATER PROFILES - FOR REFERENCE ONLY OWNER SHANNON & WILSON CONCRETE METAL -ALUMINUM C-840 OLYMPIC VIEW WATER DETAILS- FOR REFERENCE ONLY CONSULTANT: 400 N 34TH STREET, SUITE 100 F01 -'•------------- ASSEMBLY TYPE FLOOR OR ROOF ASSEMBLY C-900 OLYMPIC VIEW SEWER COVER SHEET- FOR REFERENCE ONLY GEOTECHNICAL SEATTLE, WA 98103 EARTH METAL -STEEL C-910 OLYMPICVIEWSEWERGENERALNOTES- FORREFERENCEONLY 206.632.8020OFFICE C-920 OVERALL SEWER PLAN - FOR REFERENCE ONLY CONTACT: MARTIN PAGE o C-921 SEWER PLAN AND PROFILE- FOR REFERENCE ONLY MWP SHANWILCOM oyn °000yno GRAVEL SAND W01 WINDOW\LOUVER C-922 SEWER PLAN AND PROFILE- FOR REFERENCE ONLY @ „� ...; C-923 SEWER PLAN AND PROFILE - FOR REFERENCE ONLY GYPSUM BOARD WOOD- C-930 SEWER PROFILE - FOR REFERENCE ONLY LANDSCAPE CASCADE DESIGN COLLABORATIVE FLOOR FINISH 1 BLOCKING c-931 SEWERSECTIONS- FORREFERENCEONLY ARCHITECT 911 WESTERN AVENUE, SUITE 210 X INSULATION - ACOUSTICAL � WOOD -CONTINUOUS SCONC WOM FLOOR FINISH TRANSITION C940 OLYMPIC VIEW SEWER DETAILS- FOR REFERENCE ONLY SEATTLE, WA 98104 FLOOR FINISH 2 04-LANDSCAPE 206.628.9133 OFFICE INSULATION - GATT WOOD - FINISH TP-100 TREE PROTECTION AND REMOVAL PLAN CONTACT: KAS KINKEAD, PRINCIPAL TP-101 TREE PROTECTION AND REMOVAL PLAN w za - — AWI BOX TYPE KAS@CASCADEDESIGNCOLLAB.COM INSULATION - RIGID ''%� �' WOOD - PARTICLE BOARD '0 SP-101 SOILS AND SUBGRADE PREPARATION PLAN BOX WIDTH STANDARD CASEWORK SP-101 SOILS AND SUBGRADE PREPARATION PLAN BOX DEPTH CIVIL KPFF � L-00FENCE AND RAILING LAYOUT PLAN MASONRY -BRICK '� BOX HEIGHT L-002 FENCE AND RAILING LAYOUT PLAN ENGINEER 1601 FIFTH AVENUE, SUITE 1600 ALL SITE LAYOUT PLAN SEATTLE, INA 98101 WALL CR CARD READER L-101 SITE RAYOUT AND GRADING PLAN 206.622.5822 OFFICE L-102 SITE LAYOUT AND GRADING PLAN CONTACT: THADDEUS EGGING, PE ONE -HOUR RATED WALL L-102A SITE LAYOUT AND GRADING PLAN (ADD ALT 01) THADDEUS.EGGING@KPFF.COM MOTORIZED WINDOW L-103 SITE LAYOUT AND GRADING PLAN - ZONEA TWO-HOUR OPERATOR L-104 STELAYOUTANDGRADINGPLAN - ZONES STRUCTURAL COUGHLIN PORTER LUNDEEN H L-105 SITE LAYOUT AND GRADING PLAN -ZONEC ENGINEER 413 PINE STREET, SUITE 300 L-106 SITE LAYOUT AND GRADING PLAN - ZONE D SEATTLE, WA98101 VICINITY MAP L-200 SITE DETAILS 206.343.0460 OFFICE L-201 SITE DETAILS CONTACT: CHRIS DUVALL, PE - - - L-202 SITE DETAILS KINm LAWL-203A TRACK AND FIELD DETAILS (ADD ALT Ot) CHRISD@CPLINC.COM L-204 SITE secTloNs MECHANICAL METRIX ENGINEERS ° L-300 IRRIGATION MAINLINE PLAN a«n smo,e �1 L-301 IRRIGATION PLAN /PLUMBING 1131 SW 7TH STREET, SUITE 110 L-302 IRRIGATION PLAN ENGINEER RENTON, WA 98057 L-303 IRRIGATION DETAILS 425.336.2802 OFFICE L-400 PLANTING PLAN CONTACT: BRADY BELL, PRINCIPAL ,A 2sA L-401 PLANTING PLAN BRADYB@METRIXENG-COM L-402 PLANTING DETAILS 9n, waoa }1 ,. F m C F 06-ARCHITECTURAL ELECTRICAL TRAVIS FITZMAURICE & ASSOCIATES ho,yeusary yso" L� A-101 ARCHITECTURAL SITE PLAN ENGINEER 1200 WESTLAKE AVENUE N --- r,11-ELECTRICAL SEATTLE, WA 98109 E-100 LEGEND fto,dy ° ° tlP1b�6Y2 Ad`H`�°� E-101 ELECTRICAL SITE PLAN CONTACT: MIKE FITZMAURICE, PRINCIPAL 206.285.7228 OFFICE E-102 ELECTRICAL LIGHTING CALC SITE PLAN MIKE@TRAVISFITZMAURICE.COM 1 ' FOOD SERVICE HALLIDAY ASSOCIATES, INC. 656 NW NORWOOD STREET �Y 2 HSh 6clma •. }} b �� . e, a� ,n P^ ,�°AA R CAMAS, WA 98607 ` \ §360.834.6657 / OFFICE CONTACT: LAURA BOURLAND LAURA@HAIDESIGN.COM ACOUSTICAL A3 ACOUSTICS, LLP it ENGINEER 1455 NW LEARY WAY, SUITE 400 sonl�U 2, SEATTLE, WA 98107 A 63 a T" 206.489.5183 OFFICE _ZkEh�+ w ,{ re=«� R CONTACT: MOHAMED AIT ALLAOUA MaDRQNA sGHQQL w ,IwII° PROJECT SITE MOHAMED@A3ACOUSTICS.COM ,( s!11m J L a w FINISH ADAMS CONSULTING ` HARDWARE 2337 N 57TH STREET SEATTLE, WA 98103 2 206.528.0244 OFFICE is y NORTH CONTACT: GORDON ADAMS NPM b e /vL NtM1NIIr W,nY o{ GADAMS@W-LINK.NET '11 NORTH 2 3 4 5 6 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Edmonds SCHOOL DISTRICT Each student !earning, every day!. MADRONASCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECTNOa 2015913.00 DRAWN BY- BM/AD CHECKED BY: DM IXEE RIG IT MAHLUAIARCHITETE tNC 2011 OSIGIN t SHEET SIZE W,42' SHEETINDEX,PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, GENERAL NOTES, PROJECT DIRECTORY Ili 2 2 6 36, TOWNSHIP 27 NORTH. RANGE 3 EAST OF THE WILLAMETTE MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON. EXCEPTING THEREFROM THAT PORTION LYING. WITHIN THE BOUNDARIES. OF.240TH STREET SW SEE.ALSO: SHEET V-101 L EASEMENTS .DESIGNATED USE PRIMARY SCHOOLS ARE A PERMITTED PRIMARY USE SUBJECT TO A CONDITIONAL USE PERMIT ACTUAL USE K-8 SCHOOL, NEW CONSTRUCTION LOT SIZE 1,756,601.SF 40.326 ACRES (AFTER R.O.W. ADJUSTMENT) LOT COVERAGE ECDC 16.20.030 ALL BUILDINGS, INCLUDING ACCESSORY BUILDINGS, SHALL NOT. COVER MORE THAN 35 PERCENT OF THE AREA OF THE LOT. PROPOSED BUILDING BUILDING AREA LOT COVERAGE: 2.975ACRES. LOTCOVERAGE 2,975 AC 140326 AC:. 7.4% EXISTING SITE IMPERVIOUS. 5.1 AD OR'222,156 OF SURFACE AREA PROPOSED IMPERVIOUS SITE IMPERVIOUS SURFACE AREA 327,136SF SURFACE AREA BUILDING AREA LOT COVERAGE = 129,591 SF TOTAL PROPOSED IMPERVIOUS SURFACE. AREA 456,727 SF (26%) '�' _--A--"——_L------------- PROPOSED BUILDING AREEVEL 01: 80 000 SF (TO EXTERIOR FACE OF TOTAL: SOp00.SF SHEATHING) THE MAXIMUM HEIGHT FOR RS-8 ZONING IS 25 FEET. A HEIGHT INCREASE TO 35 FEET IS PERMISSABLE WITH:A CONDITIONAL USE PERMIT PROPOSED BUILDING. T.O. RIDGE = 34'-0" HEIGHT MINIMUM STREET SETBACK: 26'-0' D MINIMUM SIDE SETBACK! 25'-0" FROM ANY OTHER PROPERTY LINEN 25:-0" PROPOSEDSETBACK. AT 236THST.: 667-3" AT E PROPERTY LINE: 220'-9" AT S PROPERTY LINE: 132"-8" AT W PROPERTY LINEN 830'-11" i, z V = 100'-0" PROPOSED EXTERIOR PROPOSED EXTERIOR LIGHTING WILL CREATE NO GLARE OR SPILLOVER OFF THE. LIGHTING SITE BOUNDARIES. PARKING REQUIREMENTS ECDC 17.50 REQUIRED PARKING STALLS. ECDC 17.100.050.M.1 11. SPACES PERIOD STUDENTS. PARKING FUTURE STUDENT CAPACITY 650 STUDENTS CALCULATION PARKING QUANTITY REQUIRED 72 STALLS PROPOSEDSTRATEGY PROPOSED. STAFF) PARENT PARKING: 119.STALLS (5 ADA). OVERFLOW PARKING: 80 SPACES. TOTAL EVENT PARKING: 199SPACES SITE DESIGN ECDC 20.11 .MEET THE SITE DESIGN CRITERIA PROPOSED STRATEGY SEE LANDSCAPE DRAWING L-101. _ DESIGN BUILDINGESIGN ------- .:.--- ECDC 20.11 —-- --------------------------------------------------------------------------------- — MEET THE BUILDING DESIGN. CRITERIA PROPOSEDSTRATEGY SEE ARCHITECTURAL DRAWINGS LANDSCAPING ECDC 20.13 LANDSCAPING SHALL MEET REQUIREMENTS OF ECDC 20.13.020,BCDC 20.13.025, ECDC20,13.030 SEE LANDSCAPE DRAWING L-101. SIGNAGE ECDC 20.60 ASEPARATE SIGN PERMIT WILL BE REQUIRED PER. ECDC 20,60.010 PROPOSEDSTRATEGY GOVERNMENTAL SIGNS ARE EXEMPT. FROM THE REQUIREMENTS OF THE SIGN CHAPTER PER ECDC 20.60.095.A. DIMENSIONAL AND PLACEMENT STANDARDS WILL CRITICAL ECDC 23.50.040 STANDARD WETLAND BUFFER WITH IMPLEMENTATION OF.REQUIRED MEASURES TO MINIMIZE IMPACTS CATEGORY III —WETLAND: 60" CATEGORY IV —WETLAND 40 IF AN APPLICANT CHOOSES NOT TO APPLY THE APPLICABLE MITIGATION MEASURES IN ECDC 2350.040,F.2, THEN A33% INCREASE IN THE WIDTH OF ALL BUFFERS IS REQUIRED. ECDC 23.80.02 THE FOLLOWING ARE CLASSIFIED AS GEOLOGICALLY HAZARDOUS AREAS: A. EROSION HAZARD SLOPES GREATER THAN 15 % B. LANDSLIDE HAZARD: SLOPES GREATER THAN 40% C. SEISMIC HAZARD:. AREAS SUBJECT TO SEVERE RISK OF DAMAGE AS A RESULT OF EARTHQUAKE -INDUCED SHAKING, SLOPE FAILURE, SETTLEMENT; SOIL LIQUEFACTION, LATERAL SPREADING, OR. SURFACE FAULTING STEEP SLOPE SETBACK 10 WITH.GEOTECHNICAL REPORT ECDC 23.90 FISH AND WILDLIFE HABITAT CONSERVATION AREAS INCLUDE STREAMS STATE PRIORITY HABITATS AND AREAS ASSOCIATED WITH STATE PRIORITY SPECIES, AND FEDERALLY. DESIGNATED THREATENED OR ENDANGERED SPECIES, AMONG OTHERS PROPOSED STRATEGY EDMONDS SCHOOL DISTRICT HAS COMMISSIONED A CRITICAL AREAS REPORT TO ESTABLISH THE ON —SITE PRESENCE OF ANY WETLANDS ORFISH :AND WILDLIFE HABITAT CONSERVATION AREAS: THE DESIGNATION AND CATEGORIZATION OF WETLANDS IS BASED ON THE WETLAND AND STREAM DELINEATION REPORT FOR THE NEW MADRONA SCHOOL (REVISED AUGUST 4, 2016). SITE INVESTIGATION DID NOT INDICATE THE PRESENCE OF ANY OTHER FISH AND WILDLIFE HABITAT CONSERVATION AREAS. VETLAND 1NDARD .AREA ING WETLAND BUFFER WIDTH AVERAGING WITHENHANCEMENT IS BEING PROPOSED FOR A PORTION OF THE SOFT BUFFER AT WETLAND'B' ALONG THE WEST EDGE, WHERE THE BUFFER. EXTENDS BEYOND THE STEEP SLOPE NEAR THE BUILDING FOOTPRINT.: SECTION 2350.040.G OF THE ECDC ALLOWS A MAXIMUM 25 PERCENT REDUCTION OF THE BUFFER. THIS STRATEGY WOULD INVOLVE REDUCING THE STANDARD WETLAND BUFFER. WIDTH TO NO LESS THAN 45 FEET (25 PERCENT OF THE STANDARD 60FOOT BUFFER WIDTH) IN THE LOCATIONS CLOSEST TO THE NEW SCHOOL. DESIGN, WHICH WOULD BE A REDUCTION OF 3,835 SQUARE FEET, AND EXTENDING THE WETLAND BUFFER BY 3,835 SQUARE FEET AT ITS NORTHERN BOUNDARY (SEE Al / CUP-002). GIVEN THE VARIATION IN WETLAND BUFFER CONDITION BETWEEN THE RAVINE AND .PLAY FIELD AREA; THE WETLAND WOULD BENEFIT FROM A GREATER WETLAND BUFFER WIDTH WHERE DENSE VEGETATION IS. PRESENT TO. THE NORTH AND WOULD NOT BE ADVERSELY AFFECTED BY A REDUCTION IN BUFFER WIDTH TO THE. WEST; AT THE TOP OF THE STEEP SLOPE, AND IN THE EXISTING PLAY FIELD AREA. SECTION 23 50.40.H.3 OF THE ECDC INCLUDES A REQUIREMENT FOR THE INSTALLATION OF PERMANENT FENCING AT THE WETLAND BUFFER BOUNDARY WHEN BUFFER AVERAGING IS IMPLEMENTED AS PART OF A DEVELOPMENT PROPOSAL, AND ALSO STATES THAT THE DIRECTOR MAY WAIVE THIS REQUIREMENT (CITY, 2016).. THE MAJORITY OF THE WETLAND B BUFFER .BOUNDARY ISLOCATED ON DENSELY VEGETATED STEEP SLOPES; LARGELY NEGATING THE NEED FOR FENCE. ADDITIONALLY; THE FEW AVAILABLE ACCESS POINTS TO THE WETLAND BUFFER ARE USED TO SUPPORT THE EDUCATION OPPORTUNITIES DESCRIBED IN THE WETLAND BUFFER AVERAGING AND ENHANCEMENT PLAN. FOR. THESE REASONS. FENCING IS NOT PART OF THE WETLAND BUFFER AVERAGING PLAN AND WE RECOMMEND THAT THIS REQUIREMENT BE WAIVED. 123' — 7" 1478.58 FT PROPOSED HT. (COMMONS RIDGELINE) ° 130'-0")485 FT MAX. PROPOSED HT. (GYMNASIUM RIDGELINE) ( @ —' 100'-0"/455FT FINISHED FLOOR — f 98' — 0" 1453 FT FINISHES D FLOOR (GYMNASIUM) BUILDING HEIGHT DIAGRAM ENLARGED LAND USE DIAGRAM 1" = 30'-0" LAND USE LEGEND PROPOSED WETLAND BUFFER AREA REDUCTION WETLAND 45FT OFFSET WETLAND AVERAGING REFERENCE STANDARD WETLAND BUFFER 15FT. CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED WETLAND BUFFER PROPOSED 1S CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED WETLAND BUFFER AREA INCREASE )ji } is#t turf s4 It 4;} BUILDING FOOTPRINT S�3 [t }tt t. rr r4 :-- ROOF OUTLINE << ti EXISTING TO BEDEMOLISHED EXISTING BUILDING TO REMAIN • • PROPERTY LINE — — — — — 25 FT SETBACK ARCHITECTURAL FINISH FLOOR DATUM: 100'-0" ACTUAL FINISH FLOOR ELEVATION: 455 FT ACTUAL FINISH FLOOR ELEVATION (GYMANSSUM): 453 FT AVERAGE GRADE ELEVATION: 451 FT COMMONS RIDGELINE ELEVATION: 478,58 FT GYMNASIUM RIDGELINE ELEVATION: 485 FT BLDG HEIGHT ABOVE AVERAGE GRADE - AT COMMONS RIDGELINE 27.58 FT —AT GYMNASIUM RIDGELINE 34 FT MAX. BLDG. HEIGHT ALLOWED ABOVE AVERAGE GRADE". 35 FT. **MAXIMUM BUILDING HEIGHT BETWEEN 25-35 FT REQUIRES A CONDITIONAL USE PERMIT /�— LINE OF 45FT. WETLAND OFFSET (FOR MAXIMUM 75%REDUCTION) PROPOSED WETLAND BUFFER / AREA REDUCTION --------- PROPOSED 15 FT. CRITICAL m AREA BUFFER BUILDING SETBACK V� FROM REDUCED BUFFER STANDARD 15 FT. CRITICAL AREA BUFFER BUILDING SETBACK PER ECDC 23.40.280 PROPOSED WETLAND BUFFER AVERAGING WITH ENHANCEMENT, REDUCTION TO A 45FT. (75 %) BUFFER AT THIS POINT WOULD ALLOW APPROXIMATELY 1'-2' MIN FROM EXTERIOR FACE OF BUILDING TO CRITICAL AREA SETBACK trtt+}— " _ y _ 1:. _ _EE 1 454 F7 447 PT. 4 �" rt}i r7if it tr tt t �' i {+ it is Yt t I I t s tttr - I r{tt{'rr}( $ i rttfrft til t rv3 !tit 74 }{ tt1 r `'� i{Ftr r tit I t r is ttr yt it} I,. { }y it [yt;tc rrr t. I i 4t'r kt i tttt ._t4ttt sr JJ £4# t iz }t ftt}#rt�4Ft}}{t �is r is tfstH tl it� ittitt/t tt i / � Sit i r � r Ysr tits£! i tt tt yJ} {{}!r y 4 i r4itf{{r}ittiJ i{ it Ylt r rty t r � � � t} r t t ill i 4$¢ II II t tt it tftf ti s ti I I I %I F>5}rts ti �it rjJr t41r tY:ir}s r�i r ill }s it73 tiik)fx}'t Jta �k tilt !ti ntIt rtt rtt }tyr i.. {4t}t,{${St4 r '1 _ 7' Yt Silt ({r t,` t4ic it t3 }t t3}F1}�, t i t�SYtti ,IritY tfrl t Ir},:t jt {SrF13t i,. i Yf tJ t iry{ttirtt II II f4t ,yr{) if iri � ��t ;"iitii rt33}tt. JJ tltk trr t rr rtkrtt }� }ytt yt F tikst }ors u. .: t1's t`7, d,t L,� d ta<},:, { }) t itt yrs st illy trr rt ti{ v1 i 2 1 r - t t f 1 t r Fitsrr t }} tl r { 7 { �t3 tYl} �tt �t tt YY4 t Li I :) tI rtY� r tYl F 1 tt#tt kt i ktty it[tit r ttt L J L. y .tt j 1:I}rtrr i t r�4:{ trt}ft{F £{ t, I I I I r {Si r f l is+t r t F t }':tYt F tti it$t 7 t r J/ t',I "tii tot} trt Fi t`l }ti (r ff ;itt rfr ti}' AVERAGE 4 y t rl{rt rr § Kitt r ,, { } )t st ryt tt i t ^:'t tl tJ r£r 3}fs r?rtt t#{ 7 fxYtxi..l GRADE=451 FT. I itch S#ctr ssty k$.y i i £slrtt tt) tt r}'t>� I i Pt't i+£ty tit � i t I€ r,.r[rlr si s tli fj t${ ltrrt rs t' is:.,I I. � I `{'tit ttsl tt 4}I �� F trr r r ;Gr tV } t;sJ}ti tlo r} t.:rc I ttFF t:',t YSr,:I I I I ,?t ttt tt If i I Mitt t 4 rt;[ I I ei&iir{4 Jt4 r j ! 3'S} #r t$}ttr )"'t tr t rtk + Ur L' I s„tra{st tggr tY ¢t i i o-3ft ) s;t i I I tl:yt rt ti i tJ stt r is t rt tt tk srq.r i1 it r ,tt tr$It ii tit }ix}rtt r ( r:ti it t t(Yxt <if s{fv i r tt {i §7 t ti i trY tilt! 3}tk t t $ {zk}tFr it tt tit rti Yttt lj7t t, f'titt #tis (tsr t{. s3i3 tfft� r„r{{Itt iry}i It £tt i if i}ttst tsl ril ) ?tt ttt{r tt :i it f ,$iri FJ rF r3 t i ril }Frrkrt y':. {}vtrt rtyt ttt :;• 4 I r1{1r Y r i 21111n, t t cf F t i[ 4 J{ s x 3 {}tt r,ttikrs t t{ t tii! 4 t3 s'I i{ fS v { Ili>, Ytt tlt e"}r 4i i r::s its } rf4y .. I I r.,{i tr r)J4t i 13{, it it ilttrft I I t„'trrrtt+}} tit tt t I i `t. f E +#Y trs t tt# t+ t t1}trs xi tl's f{ tt stp; t,,,, I I it s7rt rt}rtt ar t i rt3 tr tilt {tt$1 r I I { {yt 4(t I a_ tr } f ;, t{ t r2 t s ,t_vt :,. __ H I (r 4t tk t}{r i .r i £)ft�£ 3 t f t Mil U4 4 4i tvs,.v.a AVERAGE GRADE: 454+447+456+447= 180414=451 FT NORTH W AVERAGE GRADE DIAGRAM 1" = 60'-0 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE IS03) 224-0918 FAX MAHLUM ARCHITECTS INC C Edmonds SCHOOL DISTRICT Each student learning, every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 CUP 02 09/21/16 CUP 01 07/25/16 CUP RESPONSE 02 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO 2015913 00 DRAWN Bv: BM/AD CHECKED BY: DM CNIIZZHTMAHLWM CHITECTSNC 2011 OSIGINt SHEET SIZE W,42" A LAND USE CODE REVIEW 1 2 3 4 5 6 co LO / C) w a O N Q U �}1 K N 0 Q OD �A O O t0 F- M w N id � t0 (o z % cr N N LLD w M OD = Li:O^ 2 in a 1- F F zD �atana o 93 �sya� GARY, PAUL & DEAN MILLER i0 ' TL# 27033600111400 LINDSAY GEYER & JONATHAN INGE \ 1 \ JAMES & MARY ORMS JANETTE LEE ( \ i TAYLOR ORVIS SSMH RIM 444.25 TL# 27033600112000 1t# 27033600112100 +( 1 t 1 \ 7L# 27033600111600 TL# 27033600111500 IE CL CHAN 8" CONC' 1 A A 12"HOLLY (E/W)\ 436,2 18D}}EC "D�1 1 \\ `x.✓// 18'DEC 11 a W A \ 24"CED. -_.-) ASPHALT L / 1 \ ASPHALT i o U 6_WOOD FNC \\ \ `�RIM 444.30 8"DEC 36"CED. 12"CON Y6"CED. DWY a9 \ DWY / N HEDGE -- �^,��7/"�\�/�3 I / I \ / wM�J 1 \� \ \, -_-_ IE 8" DI (5)=442.5 1 p 6' WOOD ENO °- -_-_-- �/ 24"C _ w 8" DI HEDGE ---- ',✓ 8"SS / / / ! 4_—.._.--__�._— w \ \ "" ❑ — 0 --- p --_ - MB 0 8 C i --.�_ \ c w w -8: DI -------- 24 CED AS`fAACr-- ----- �_ w w ED. w --- '---�� N88'3635"W \ 1 2" G � DGE OF ASPHALT-- _-._ _„—_--,__ / I - na-- >y \ c 1 LIMB c I c / c 2"G -_------1-. / -�- /' C8 RIM 443,62 �,aA CB RIM 443.33i I I C7 OI O C7�Q� G� CD CD O/ C3 CD - V c G 'cA = �� - - IE 8" PVC (SW)=442.5 °- IE 6" DI (SE)=4424- -p 5D I i _ $P---LSD �,—, so u �= �O C7 �i - _ -,.� SID SD— ss 2" G / ( %�/ SSMWf{M 44T3 -��_ \ V� V �.— V a �, p s ss / I 7 # 8 �'' #/Y'E CL�CHAN 8" #22 CB RIM 447.83 \ V aro' 1 # 22"C/ r �I6 / 25 D IE 12" NC W - \ #31\� - �� / p 21"H-#/9/,E A -8" COCO-0 7 N23 �Q ( )-446.2 #39 #4D \ so p / \ l /� / 22jC'--- IE'72" CON E -4462 27'DF37 \ 24'DF \ 1"DF#4j 34"DF \\ ` \ "r.� SSMH RIM 444,02 21'OF O- # V CB RIM 444.33 \/ f ( 1 IE 12" CONC (W)=4423 / / #21 v 18'bP 1 15"DFV A 1 IF CL CHAN 8" CONIC 30 24"CED. 26' CED. 6"CED. � ASPHALT PINE GREEN MGMT LLC TL# 00555300100101 40"CON M 236TH ST SW T SSMH RIM 441.95 IF CL CHAN 8" CONC (E/W)=434.6 -ss Ni'S9'53"E 30.00' S so -- �� ss /# 10 11 / 13 DF' It _ #26 E - s<a. o 6, wo 15"C 28"�F m I �7V C'r P4 27"DF \ �\j\�/\' \ \ I IE 12" CONC (E)=442.3 /W')=436.9 CB RIai 443.55 Q r 6' WOOD FNC — g # #30 \ V r IE 8" DI (N)=442.4 \ IE 7 .,C6NC W - ro ' a \/ 1#12 I I #20 \26"DF #32� #42 \ #49 \ \.\ �\ I 36"CO CB RIM 443,22 / m n '`j]�/"��A \ 28"DF ,, 1�\ i4�OF \ 28"DF # \ �,..-'IEi2 CONC/(€#=442/2 "'9 IE 12" CONC W- I �. » n6"OF 1 24"DF ✓ /-(�/am\" \ 50A / V .a / 14 P �� A V A V / %"s. GRA ( )-441-2 \ # " I \ 29 \ #38 \ 44 \ 9"MD/ /\ / \ �� l / -❑- IE 12" CONC E - o 9 MD/ 1 rn I #17 ' # \ # \ / TREE DRI�LINE V ( )-44L2 l ui i2..MD �i' \ 24'DF \ 25"DF n #46 7 D�A / /#67 0/ \ O -- l i'1 #7?. m I t4',12"MD \ \ R \ / o / 2 / �,-^,p �- TREE DRIP LINE it #13 / # 5 / #27 V A #330 \...! 19"DF / DES �,.. � 24 DF i A mm / / 7"D 0 I 33"DF / 18"DF V A11".5",5"MD #43 \ 45 / v '� d' 1 2 1 N. END 6" DR iN I I # 0 #51 \ /#66 0 / o i / IA / A J / A A �it'DID h,.J' O 14 / /L.INE NOT J=ND I I //�//"7,. \ #S3� 4,.DF V"'sas. 33"DF�V'� / (BURIED) 1 1 Y \ "' # /� \ \ \" WD \ 6.'MD 1 I C i �# 3 6 I \ 18 so 65 588'36'35"E 23.49' r saa-/ 21"DF/ / # �� I 31'DF m s V �,.^' - -, # / 29"Dp I / A % O4mA " A 36 � 47 A..J A S2 �i� 1 - .-V A 24"DF C / i / < ) // \ TREE DRIP LINE \ \ t6",11" \ N / \ / z CONC \� \ \ 19"MD I MD \ 35"DFm��` C \\ \ // ` i �� o� ASPHALT DWY \ ___� / \ \ I \ - 27"OF W �� ` \ �, #79 / \�`- I \ \ II \ ' \ LINE, END \ MEMORIAL / # 2 \ / \ i� �'E.�ID 6" DRAIN I 1" LINE #28 I \\ \\ \\ M \\ (BURIED} \PLAQUE _ _ FROM PLAN 33"DEI \ #34 V I b, V A / 24"DF 1 NOT LOCATED I Q"PtNE v5-a9`sN� \ _ \� v ups v i GRASS 1 4 1 # 5 i// / _ 1 A�� Aq 8",fi'�4"OW I in - �"'bri--�__ a / #64 V AV _ _ II 20"DF RIM 44 50 - ` asz _ x 1, "1 _ - - r / \ \ rlc.� E 6" DI%(NW)=4 3.9``" / D` - _-S J "\ CB RIM 449.1 \ i' �"� 63 1 / s. / I \ I I KIMBERLY MORRIS /-.-----�`- \ $57 I� 6" DI (NE)=447.2ham- 11 \ i TL# 00463300400400 / w \- #B8 MEMORIAL �O \v TREE DRIP .�� / / \ ap _ 8"PLUM PLAQUE yo \ #62 J LINE i �� " LINEE ' V -- A 2 14"WBFR PLAN / // _{�^)� -\\ 30 DE r\ 74'�CHERRY \ l �_ NOT LOCATED / J A #61 vv-' / 1 S�1 (DEAD) 7 \ 14M\ w / ASPHALT// �� x j\\ 59 s /i / JJ�'/n .yv�Q �� v\ - / -'#70 BRUSH/WOODS i /w_ / v aho/ �` __---� tiµ n*� <j r� C'• �\\v-s lµ 0 / 1 'FLAG ' 7 w / w / / i ASPHALT \ \ •_E " Ut -V 9"DF .( / #7 POLE CONC WALK 1 y r - -'- _ / w w�--------'w ` � � �T'\ � �x � 1 I / 8"MD 8" WATER FROM RELLINE I / COVERED -. L 6" WATER LINE--"w \ K, \` / "'4 #72 NOT LOCATED CONC WALK / _ FROM PLANS—�-`�--------! \ \ / i� 11"MD I a / P.A. / r_"_. - NOT LOCATED °so" _ w-c-'-'------ -� / / #73/ ao -•- - C-' \`_ I'ri 7"M6 // (3)14'DEC _ _ / / ASPHALT I /3 \ ASPHALT ! a #74 9",8",6"MU 4•WI P.A. s ,� ., .__.. \ w P.A. .A. - - or�t --- ___ -#77 � l � / 11 MD II -4 �CLF \ w-.__. 1 I i sa �'-o --- COVERE Couc_ I / A #78 6"MD I p a p SSMH RIM.442.85 - CLF -- P_g--� 3 4 W � a -" --� -- I CONC WALK 0 1 _ � I _--- """ ASPHALT 4a CL CHAN 8" CONC P.A 6.,SD BOO -1 I V ) / AI E #68 OF 1 / �� N/SE) 6" (SW)=436.5 #79 i / / > \ _A: �H. P I P.A. I l.".� I o \A�J19"DF / Q DWY LOWELL TE CYNTHIA A' �' � 1 }� -CONC ! I A _ t 1 I TL# 00504800000200 I ti t CB RIM= I I n II BENCH - I A GARDEN o T /� (/ �\ / N1632'06"E 46.41' y RD I 447.49 I ' I ' _ i ,I� I IF (E)=446.7 f mil �I 1 4 I#54 PLUM `PLU•\�55 I RD I6" y I 3 1 C8 RIM=449.27 4 \ I M I/ S82'21'19"E 103.32' _ �l / 8 MD / / ' // sl - /DWY F / i ROE 4" PVC (W)=447.0 \.I C}--2 �! 111 v ! �\ / F �/ l ASPH. z l I /o I .1 UNIT 1 1 0 I RD -'l/ / I / I 1 _ c I � � � / / .- DWY _ I 9 / 1 I I ( I• 1 ' : '� CHRISTINE CURRIE I �/ / %' TL# 00504800000300 RA /I � P.A. U RD t1 _/ / Q UNIT 2 CB RIM 4 1 1 1 ! 81 / // ' AMY HOLMES \2 V 62 1 0 / I III IF 4" DI (E)=449,1 !I RD �II )� $ > 8" 8"C / /// TL# 00504800000400 .GEND m WATER VALVE STREET LIGHT RD ROOF DRAIN M MAPLE L LAUREL - CENTER LINES ® IRRIGATION CONTROL D*0 LUMINAIRE MONUMENT IN CASE A RED ALDER B BIRCH PROPERTY LINES x SPOT ELEVATION P PINE RIGHT-OF-WAY LINES -b- HYDRANT SIGN CONIFEROUS TREE WB EUROPEAN WHITE BIRCH - - LOT LINES ® QS © WATER METER MANHOLES (SS/SD) -n- o MAILBOX BLM BIG LEAF MAPLE -s -- -+ -� -- - DITCH LINE FLOW UNE ❑ CB C'CQ ROCKERY DECIDUOUS TREE w WATER LINE , 4 POWER/UTILITY POLE BOLLARD BCH BITTER CHERRY ss SANITARY SEWER LINE GUY ANCHOR # i TREE TAG NUMBER CH CHERRY so STORM DRAIN LINE POWER TRANSFORMER SPRINKLER HEAD c GAS LINE P T POWER/TELEPHONE VAULT DPI ® DATA PLOT DF DOUGLAS FIR FCH FLOWERING CHERRY up UNDERGROUND POWER LINES TPI ® TEST PIT UNDERGROUND TELEPHONE LINES POWER METER GF GRAND FIR W WILLOW ury UNDERGROUND CABLE N LINES ❑ TELEPHONE/TV RISER WETLAND FLAG C WESTERN RED CEDAR CW BLACK COTTONWOOD UFO -UNDERGROUND FIBER OPTIC LINES ql p OVERHEAD POWER LINES GAS VALVE C CONCREI-E AC ALASKA YELLOW CEDAR H WESTERN HEMLOCK o L OVERHEAD UTILITY LINES ® GAS METER CLF CHAIN LINK FENCE MD PACIFIC MADRONE SP SPRUCE -0-0-0-0-0- CHAIN LINK FENCE -x—x—x—x—x- WIRE FENCE P.A. PLANTER AREA DW PACIFIC DOGWOOD WB EVERGREEN WHITE BIRCH —0-0-0— WOOD FENCE - y ` 11255 Kirkland Way, Suite 300 CAD/CALC WRH \ Kirkland, WA98033 p. 425.827.2014 I f. 425.827.5043 MADRONA JR HIGH SCHOOL DRAWN DMB REVISED BY ARCHITECTS COMMENTS 5-18-16 WRH ]PLAT pl�m K-8 CHK WRH ADD TREE TAG NUMBERS PER AMERICAN FOREST MANAGMENT i-20-16 WRH CivillStructurellPlanninglSurvey Services R. ,v oY WAS � z � 33130 ONnl is PORTION / LAND PORTION OF: NE 1/4, SE 1/4, SECTION 36, T. 27 N., R. 3 E., W.M. DATE JULY 28, 2015 PROJECT NO. SCALE 1" = 20' TOPOGRAPHIC SURVEY SURVEY TEAM BL/PG/GW/DAB FOR 15456.10 FIELD BOOK 726,726A,726B EDMONDS SCHOOL DISTRICT DWG ALE 15456-SRVAdg SHEET 2 GF 1� PAGE INDEX GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. FOR INFORMATION ONLY V-1 02 FOR INFORMATION ONLY V-1 03 FOR INFORMATION ONLY V-1 04 FOR INFORMATION ONLY V-1 05 0 0LO LO M'¢-Mm< l�a Or > 3 W W ri J a Va.D l X #121 of 13 11A11 1 I /' WLF B-13 �\ /l 11 #122 1/2 III 1 lN1 i' l I // 1-/ , 01. 11",7'1A WLF B-29 1 I \ \ l�� l " l 11 l l l I I I // 3 % — _� — — — / // /l oil 01. WLF B-14 \ I \ 00 z0 z2� L I 1 I > -I WLF B-28 \ \ \ \ 3. n Z4 I#1p3 I I 1 \ \ I \ to #/44 / , 1 I I 1 1 I l / -' CD 1(21 8"A I I I ! WLF B-15 \ \ \ \ w ir 1-1/2" // ' I �l 1 I ! I I WLF B-16 WLF B-27 BRUSH/WOODS \ \\ 11 / \ of I I I I I \ I \ \ of 1 1 1 I 11 WLF B-17 TREE DRIP LINE / r '/ l 1 I l \ I \ I 1 �T�21 I I I I I / / �/ Iol. 1 1 1 } \ WLF B-26 I \ \ �® ` //1 �p2q \ I / - I ///// TP1 , / / / / I ► I I I I l l �, ® / 0 #125/ 126 15�/A // i WLF B-18 1 I I I #„ 5„ 3>W WLF B-25 1 I I �128 // 1 } \ I \ 0 or /. r / 19"DF/ \ , 1 1 \ 0 00 zo 141910 `� 11 11 3 1 \ I ` /0 rj zc0 BRUSH/WOODS I \ } I \ �o / // �/ 1 \ I \ =o #135 --- I / #129 / / r `- #146 \ 1 0 24"DF r / ! I I 10"DFT33-1 1 I#132 0 #228 / / ( WLF B-24 I / WLF B-19 7REE DRIP LINE i� -~�-.� �� „DFI 31"DF /. 23"DF Lo I I I I r 134 , 1 1 1 1 #229 I>#1,2 \ �1 i'i'6 �/ 70 I I 26'22"DF,°- / ��ro' � -1 I I i# 3°/ \ 147 -/ / / / / }jo AC. \ 1 / #149 #148 / 11\-" utC "//// WLF B-20 #153 13 % F \ \MD\- / 10" 5'88 F \\\1\Ir/WLF B 23�1''i15 Dj7AI \ / 4"M „Mb \\ \\\\ 1 1 I I I I I \ } I I — — — Y164 ( J I \ #160 \ I-1 1 156 / / 8"MD \ \ \ \ } \ 1 I I I I I i I I \ 1 ' z 11 "A 1 / \ \ 19"W \ \ ' 158 1 16 A #155 L 11 / / . 10 R / M� \ \ \ \ \ \ ` \ I I I I I I ( I \ I \ I 1 0 \ \ # 1 #157 Ai 4i ////8„ ( »%/ 6' F \ \ \ \ 1 1 } ` 1 1 1 I I I I I I I \\ \ \ I I I co 8„ 6„q 1 14"A r i 1 q / 6„l \ \ 1 1 1 / I I r _ 466- —\ C 1 "C \ \\ 1\ 1} 1 1 1 1� I I I I I I I \ WLF 8-21 I \ II o \ �8' I o 1 I \ \ \ 1 6"A 1'0"A 6» 1 A 1 I I l i I \ #15 1 \ r < / 1 \ \ \ \ r 22" 6»� // /12 A I, \ \ 10" }I \ \ 1 1 1 1\#2 2\\ J12 A I \ 1 / 1 1 F� C / \ \ \ \ \ 1 1 1 1 1 \ 1'q\ I2)h 4"ICH f C 61'F 14„ / \ 1 „C } \� \\\ \ 1 1\ \\ I 1 I I I I \ WLF A-22 J I I I 1LW 8»C I I I \ \\ 1 1 1 1 \ II l 1 1 I \ 1 I I { bH l I I I I 1 I < Q"C 1 1 1 ) 14 C »c 129„c \\ \\ \\ \\ \ 1 1\\ 33 16„ / I I I 1 1 I I \ \\� \\ 1 # „\ 1 8 6„ �» I ( 24 C 3 „C I 8 ' I I I I (2)8"C \ \ \\ \\ \ �2\F AI 1 1 1 6 c A\ I I I 2'c I 1 I 116" ' l I 1 \ \\ 1 I I I I a2 • � \ \ I � �� \ \ \ \\ \\ I I 1 }# �, / / I I I I \\\ 6°H 1 ( 6" q ' I , ` ' \ 14"M D \ I I I 1 1 } 1 / . I I I p" ( �. } I \ \ , 1 � \ \ \ \ 1 I I I 1 1 } � 1 \ ► { I I `�-C 6„ r `---- I I I I I\ ; I I I I / 1 VAULT r12" ' I 1 / I \ I I I I 1 1 1 1 ( I\ I I I I I r `� \ 1 \ IE 10'� DI ' \ 8„C -- i VO"C IE 10" DI 1 \ CULV=%- 2.0 \ 3 ,16"C / 1 I I ► 1 �8) re' A \ 1 1 1 1 �/ I I I I \ \ 8" \ \ I I I I I 1 1 1 1 I I I I I I I I I \ CULV=432.1 �\ SDMH RIM=432.06 \ I I 1 1 1 1# 3� \ / I I I I I I 1 I I DENSE _ - 1 \ \ I I I I \ !� 1 � I / / ► I , I \ � } IE 12" CONC (W)=423.8 / \ / / I I I 1 \ \ 1 -8 \\ 2 C I I I I 1 1 1 1 � 1 I I I I 1 I I BRUSH/WOODS I - 1 \ TE,12" CONC(E)=427.1 CB 1�116"A 10° / I I ' II F 16MD 11 ' (2)h4 M \1 /� )' 11 11 I 1 I I I 1 I I 28.33 118 a I II I o' I I I I 1 I I (, I \ IEA2" CONC I(E)44234 / I ► I I I r I I I I IE 8" DI SW =423.3 / \ 1 1 I I I I I / I I CULV=424.19 IE 6" PVC I 130 \T ' rl / I I 6"C A ' _ / i/ 1 1 1 1 I I I I I I I I I IE 18" CONC ( )- # --1000.39'- - - - - - - - - 4' CHI F- 0 1 �" / 10"A 8„C 6„C \ \ 'A \ 8\ \ \ i / / 11 1 l I I I I I . J I I 1 1141' L I / / / 1 I I I / (N)=423.9 \ 31 "DF 7 r r / o o CHf�tNKF / 1 I J J rrr b I / / --- 2 _oA 3 \ O (2)1 W - - - - —` o el ! c� �� o/ �4 H t� LtIJ K F - - - 1 \ \SPHA\ - _ _ _ - GRAVEL \ QWY \ �- - r �� r�r // // // B.O. 10„C/ ��/� �\ = ��%�_ —= �_�� %'� %ram» „r r / / / / I I _ - �r w // 10" DID r �'�'�'�/0'GHr rw / / P I PI y I w \ P P � --=1 r w w w P - - k „/ CONC URB F�IM 2. I I N I o \ -- - - w 2 'CO c.6. N ! , ! I � \ 00 240TH ST SW 1 10" DI / o o N N , / IE 3 a I ssl M I I \ // , I I I I ss I \ 8"SS �_ ASPHALT ROA AY a / / / // / / / /` / / I I I 1 I 1 I ss ss ss ! D / / afiV / 1 1 I I / /----- - a ss S ss 8»SS ss / C C Cu#B / / I 2" G I _ - - o o-\ 0— 0— o S o o— o o _� `"_ \ t--= / m / _ I c / d c G 2" G \ \ \ 13 6 CHN LNK FNC I US \REIF FIRDALE VILLAGE WASHINGTON LLC \ _ - �--= �` \ \ ASP ALT ID O ` I / / \G G \ \ TL# 27033600403800SD _ - ��~\\\ \\ 1 \ (-� \ T sc 8'DEC - 12"CED 6"CED \ - \ to LEGEND N WATER VALVE `�i� STREET LIGHT C CONCRETE CONIFEROUS TREE M MAPLE (0 IRRIGATION CONTROL ❑�❑ LUMINAIRE CLF CHAIN LINK FENCE A RED ALDER -6- HYDRANT X SPOT ELEVATION P.A. PLANTER AREA DECIDUOUS TREE WB EUROPEAN WHITE BIRCH ® WATER METER � SIGN RD ROOF DRAIN QS Q MANHOLES (SS/SD) o MAILBOX # 1 TREE TAG NUMBER BLM BIG LEAF MAPLE ❑ CB C�Q ROCKERY t9 MONUMENT IN CASE -0- POWER/UTILITY POLE DF DOUGLAS FIR BCH BITTER CHERRY � GUY ANCHOR • BOLLARD POWER TRANSFORMER �E SPRINKLER HEAD GF GRAND FIR CH CHERRY ©n POWER/TELEPHONE VAULT DP1 ® DATA PLOT C WESTERN RED CEDAR FCH FLOWERING CHERRY ® AC ALASKA YELLOW CEDAR W WILLOW D M POWER METER TP1 TEST PIT ❑ TV RISER/ WETLAND FLAG TELEPHONE MD PACIFIC MADRONE CW BLACK COTTONWOOD � ITI GAS VALVE DIN PACIFIC DOGWOOD H WESTERN HEMLOCK L LAUREL 0 GAS METER SP SPRUCE B BIRCH WB EVERGREEN WHITE BIRCH P PINE CAD/CALC WRH ADDITION TREE LOCATIONS/STORM OUTFALL TO SOUTH 10-13-1 WRH DRAWN DMB REVISED BY ARCHITECTS COMMENTS 5-18-16 WRH PLAT CHK WRH ADD TREE TAG NUMBERS PER AMERICAN FOREST MANAGMENT 1-20-16 WRH SYM REVISION DATE BY APP'D An Engineering Services Company - CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES - - LOT LINES DITCH LINE -► -► - FLOW LINE w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE G GAS LINE UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTV UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES -0-0-0-0-0- CHAIN LINK FENCE -x—x—x—x x- WIRE FENCE ❑ ❑ ❑ WOOD FENCE 11255 Kirkland Way, Suite 300 Kirkland WA 98033 PAGE INDEX I� Mimi .40,40, p. 425.827.2014 1 f. 425.827.5043 MADRONA JR HIGH SCHOOL ...................................................... K- 8 Civil I Structural I Planning I Survey paceengrs.com _ \ ASPHALT \ COMMU ICY MAILBOX CB RIM=426.84 CB RIM=427.11 `�8fDE� _ IE 12" CONC (W)=424.5 IE 8" DI NE ( )=422.9 vi �� Z \ \ \ IE 12" CONC (E)=424.4 IE 12" CONC (W)=422.8 N I F-0 \ CB RIM=426.39 IE 12" CMP (S)=423.3 I - - ~0 �'�o - IE 12" CONC (W)=423.7 I I�2 IE 12" CONC (E)=423.6 IE 18" CONC (N)=423.7 STRUCTURE BURIED I vo \ CONC LID=425.0 \ �SMH RIM 428.81 ELLIOT LEE 12"CO IE CL CHAN 8" CON(' TL# 27033600406000 GRAPHIC SCALE s n RD R. 20 0 20 40 I o of WAS d� vv IE 12" CONC . CULV=421.84 z I wi ( IN FEET) I IDITCH 1 inch = 20 ft. FULL OF YARD WASTE. -\` �33130 GISTER� PORTION OF: NE 1 /4, SE 1 /4, I SECTION 36, T. 27 N., R. 3 E., W.M. UN LAND 6 DATE JULY 28, 2015 TOPOGRAPHIC SURVEY PROJECT N0. SCALE 1" = 20' 15456.10 SURVEY TEAM BL/PG/GW/DAB FOR EDMONDS SCHOOL DISTRICT FIELD BOOK 726,726A,726B SHEET 6 of 16 DWG FILE 15456-SRV.dwg N HSE # 9424 \ \ W'IWAM KNIGHT TL# 00447600001800 DOUGLAS HALL TL# 00447600001900 s. a �cyH old �\ o -o 30 3 HSE # 9407 ASPHALT /I y I DWY f PETER PERSINGER TL# 27033600112300 MB t It Ira 4' CNN LNK FNC 7 °-o-o 7-o O- 0-o--o_f--.0-0-9_0-�0-0--0--0 --0-- 1 �'�I AI II l r 4' CHIN LNK FNC F I ° °�--�o / I I I f 1 ] 11 I #3"DF i CB RIM=429.36 IE 12" CONIC (N)-427,7 IE 12" coNc (SE)=427.9 MARK & LIND3360 D2500 GARY, PAUL & DEAN MILLER n 27033600712500 0 �6"DEC TL# 27033600111400 CB RIM=432.36 ' JANETTE LEE a\ IF 12" CONC (W)=430.8 SSMH RIM 444,25 (3)8"DEC TL# 27033600112000 IE CL CHAN 8" CONIC 18"DEC \ 18"DEC � 12"HOLLY (E/W)=436.2' �181DEC/0 / / A / / 1j8�DEC / I I ASPHALT o-- / I ASPHALT (_/ } \ DWY / .. w 8" DI / i I / DWYWW l A — ss g,.SS/S ! // .I EDGE OF _@PHALTI I GRAVEL c /MB SSM}� RIM 430.53-/ ho IF CL UHAN 8" CONIC 1 #405 #251 LINDSAY GEYER & JONATHAN INGE TL# 27033600112100 _ 6' WOOD FNC 8" DI HEDGE --..------_..-2 / !\ i I I O O O O O O O O 'O O 24'DF h 1 Ir 33 Dr t I I I I / / 1 IE 6" DI (SW)-438.5 )- o IE 1 L CONIC / ✓ � '� m m " � Il � � I � > � CUVL=43t4 #258 #4"O I l I I i V / 44"CON 3700E gg BRUSH/WOODS 'J9�DF 114"DF I I f I I I I #256 l/ % 11 II III °Z \ #BSMD {/402 / / / / I � .F 5"C i BRUSH/wboos j li I- // v TRAIL �HEA // #401 {:.P13'.H 400 � / -16"Dp 1 II I I I \\ \\ >�� 254 / #399 / 1 I 1 I A // I O° 20" // / SIGN/-1--- 10"A II I 1 7 A_/ A ,\\° q #398 #397 ah. 1"MDj `."}25•'DF lJ 1 Ci"/ �1 11MID ��- 93 25VA 2 'OF I r / // 1 \V / 1 I RIM_40.3.9 �% 1 / X 6" DI (W)�441 5 II / 1 O SD D P Ia l V /�SSMIj TEIM 44 .\3k _ /�_.-_-- " #22 CB RIM 447.83 1 i # # 8 �% # QIE CI,. CHAN 8" CO �Y1 Cv#16 / 25"D 7 12"-E NC (W)=446.2 21"H 22"C/ 14"oF/ (S/E)=44 O _ / #23 V / /� / / / / /2/C #21 21"DF IE'12" CO (E)-446.2 I \ / / ^ /# 10 Iy�/�-J�-' 711 / I 13' DF .)��qy #26 /15,•C 1 z8"dF / I `i C #24 v'DF CT �f \\1/ r I#l2 1 1 #20V 'x 12MD A\26 ! °i �6"DF h 1 24"DF 10 \ X y ° 4"OF 114",1122""yMpD 12"MD /� \ 7"IMD V I 33"OF 18"DF \ N. LLIINDE NOT�ND I I I (BURIED) g A \ #21 "DF / / / _ # 6 1 � \\ I 31 DF -V a TREE DRIP LINE \ v7 27"DF W \ �� _ �7.� I #19 'l/ 1" LINE 28 1 # 1 \ � ' FROM PLAN #28 24"DF _ _ NOT LOCATED 33"DF 4 I # 5 20"DF ram _ B RIM 44,.6o t -\ _P I E 6" D ('NW)=4.(3.9 /"TREE DRIP LINE LIN +-� i rn FRQN� 6P PLAN N(jT LOCATED 391 #39 / lI 90DP 28�DF ..DF�(� I I / JJ / I ! I / 11 l_- 1 ASPHALT 1 I I I \ I 17"DF� / I I I I / I I I I )i cr� I I CT1 c7' I 1 I r � w /e.-7 � I I � � RD / #25 / JJ j / / // // // // // 112"' 1 AI A O JN 1 I / // /� // 1 7.5 AI P 11 I I / / I #25�0 1 0 /i I t7 LEGEND W WATER VALVE ---�',£ STREET LIGHT ® IRRIGATION CONTROL 0*0 LUMINAIRE -6- HYDRANT x SPOT ELEVATION at WATER METER -a- SIGN OS © MANHOLES (SS/SD) o MAILBOX ❑ CB CICCC3 ROCKERY -0- POWER/UTIUTY POLE j'{ SPRINKLER HEAD E- GUY ANCHOR • BOLLARD n,� POWER TRANSFORMER P T POWER/TELEPHONE VAULT DPI ® DATA PLOT TPI ® TEST PIT 13 POWER METER TELEPHONE/TV RISER WETLAND FLAG ID GAS VALVE 92 C CONCRETE GAS METER CLF CHAIN LINK FENCE P.A. PLANTER AREA RD ROOF DRAIN /CALC WRH WIN DMB REVISED BY ARCHITECTS COMMENTS T CHK WRH ADD TREE TAG NUMBERS PER AMERI SYM REVISION {_�=' 3�- CONIFEROUS TREE M MAPLE A RED ALDER DECIDUOUS TREE WB EUROPEAN WHITE BIRCH # 1 TREE TAG NUMBER BLM BIG LEAF MAPLE DF DOUGLAS FIR BCH BITTER CHERRY GF GRAND FIR CH CHERRY C WESTERN RED CEDAR FCH FLOWERING CHERRY AS ALASKA YELLOW CEDAR W WILLOW MD PACIFIC MADRONE CW BLACK COTTONWOOD DW PACIFIC DOGWOOD H WESTERN HEMLOCK L LAUREL SP SPRUCE B BIRCH WB EVERGREEN WHITE BIRCH P PINE 5-18-1 - CENTER LINES PROPERTY LINES -- RIGHT-OF-WAY LINES - - LOT LINES DITCH LINE --�-�- FLOW LINE w WATER LINE ss SANITARY SEWER LINE so STORM DRAIN LINE GAS LINE uv UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES ury UNDERGROUND CABLE TV UNES uFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHl OVERHEAD UTILITY LINES -o-o-o-o-o- CHAIN LINK FENCE -x-x-x-x-x- WIRE FENCE — N 0 0 — WOOD FENCE 11255 Kirkland Way, Suite 300 Kirkland, WA98033 Ep. 425.827,20141 f. ...................................................... 425.827.5043 Many Civil � Structural � Planning paceengrs.com � Survey MADRONA JR HIGH SCHOOL K-8 DATE JULY 28, 2015 SCALE 1" = 20' SURVEY TEAM BL/PG/GW/DAB FIELD BOOK 726,726A,726B DWG FILE 15456-SRV.dwg ASPHALT / f 6 w / CONC WALK I ��`-'-.-"-..- / IN w / COVERED CONIC I / WALK 6"SD -.- 41,yy .A. oMt ASPHALT P.A. j M I -PA. a v I L Ir 13/4"W I I II I I I I P.A. � �! IM-447.49 (1 IF 4" p� (E)=446.1 I w� I tit RD 6' v, ( � I 3 I �1 B RIM-449.27 IE 4" II LL 6.. I PVC (W)=447.0 I RD UNIT I I 1 I P.A. PAGE INDEX GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. ®��tq Mimiv PORTION OF: NE 1/4, SE 1/4, SECTION 36, T. 27 N., R. 3 E. TOPOGRAPHIC SURVEY FOR EDMONDS SCHOOL DISTRICT PROJECT NO, 15456.10 SHEET 7 OF16 FOR INFORMATION ONLY Viiiiiiiiiiil 07 FOR INFORMATION ONLY FOR INFORMATION ONLY V-1 09 FOR INFORMATION ONLY V-llo � 41 I I - / \ q 1-1 /2" { ` \ / �•/111 -- _ � \86\\ \ \ \ \/ #1 111/l /lII �� II I l \ \ WLF C-6 WLF�G 5 WLF C-7 \� \�� \�� { \ \ \ \- ' /3/— \ \ \ WLF C-3� 185 WFF C-4 \ \ \ \ {I \I �pC ` ✓ // \ \ ' �� IIIJ II11�1 I / 44 { { \ „6 / \ WLF C-8 WLF C-2 \ \ \ 1 { \ \ / {184 GRASS—F L A C 1ir 4 /// /// _ _ I / \ \ WLF�C-1 DP-6 \ \ \ \ \\ \ \\ \\ 183\ \\ CB RIM=44 19/'iDFI / I I I I I 1 � # \ \ IE 6» DI _ 3.43 \\ \ \ \ \\ \ \ \ 13 C \ \ (S) 442.3 1-112»— 1 \ \ \ \ \ \ \ #181 \ — —� 23"C I T�2 TP13 \ �180 5'C #179 O RUNNING //� // /) l 3 \ TP1 I \ 14"C �5 TRACK It I I I I I I \ s\ / /BRUSH WOODS �' ��/ �\I \ \\ \\ \\ 10 C #177 #175 18"C \{ \\ DRIP LINE 174 #173 . I \ / /' / TREE DRIP LINE #135 TREE DRIP r� 1/0 "DiF 1#172 LINE 11"A / a-- -z-, _ —' {13�4 /#16° 7„ O�BRUSH WOODS 4/i"A ---------- —�10 #147�' 10 #161 I I I I / \ \ % \ — / 1 #149 1 » /C'(0" — 1 6„ #171� J� / / / 1 /�a ) 9 AI i I �!/ \ _ —� — I 1 13 // / F 8"F I / 1 162 / ��2 C / \ \MC � �J t #153 9,,, A CONC � � / / # I '1, 1 10„ � � 8 C 8„F \ I ' \{ \\ \ A2o\ ` \ 1 /— '�� 1 3 ,>FI ---- i /f —_�` / 1 11 / 7"AI �I l\ --/ � / � / �� /15"D% 4„M 6\>F 1 Rio R's \ o / / / # ( l I \ # { , 1 156 .8 / „Mb \ \ \ 1 1 ' 11 "A 1 / \ \ 19"W \ i\ . 1 16»A i // / / 8"MD 1 \ / I /' 1 \ \ #8 6"A 1 # #155 / / / /8" „M / 10 / 6»F MR 8„A #170 / // / // { 1 \ 1 ' 157 Ai /, 12"F / I 1 \ 1 14"A / / / % \ \ I 1 F / \ 8»q \ 6»q // #165 { A \ 1 1 A_ / / 168 / 6"q 1 0 \ \\ / �8„ 1 "C \ /#169 / 17"N% / / { / \ ` \ \ \ \ \ 15 1 6 A %"A / I 6" ` \ \ { ' \ s 166 A // $»A »A / / # �{ I I 14 // \ 22»A 6»k �' / I J \ \ \ 1 / *F/ 9 \ >, 12"C 6„q/ 8„A / / 61'MD I t ' 17"Mp / �\ \ \ I \ \ / / 12"A 1, \loll \ 1 "C I / / D 6„ ( / / I I I 1 I \ 61'F 4 \ 1 { \ 1 \ \ { ( 10 M \ 0" I / 18" I / �6 C �j51A / / I I I I / `� 1 / `\ 1 "C 1 \ 6„C �— 28 // . _ 1 / / I I /8„C I 1 I I \ 8,> _ / /. s — — — —1 /' / / l I I I J I \ gyp'°C 1 I / 14 C „C 1�„C 12 MD \ 3 / 8"A — — / / 6" �» I I I I I / 8„ I / J 10 1 J. ------( ,/ / 6"C g" Jq I I 2 "C 3 „C I I 1 1 1 (2)8"C \�\L \ —8 —.C` 26"d\BRUSH/WO➢DS /14F L—\ �III I II' {IJI$16 ( \�/{ 1G 1 \4 \M\`" D4F ------ F 6/12" 10 F10"M o„Cg•C �16"C 24'MD/ 8QA 4'/CHNLNKFC o °8Jo_�0—to / — \\_28„Mo—o o o—o 4' CLNK FNC 0" 1 16"A 10„ „F6} (2)h 4"M 1>,"--141 = {0 ✓j ' LL--- n — () 0 --�— / w J w // i / w /'/ w �s /w Y` ��'�— \� k5,"' --- /i•-- /� // / / / —1 \ 0 8 o ��=� 4 D (NOT OPEN) / / / / / / / / / w w / — \ \ / / (2)19 W — —-- w_- 3 BRUSH WOODS / 1, 40TH ST SW I / / , / �' /' \ — k ° ` _ — — — — . 10" DIw— / w / lu / / / !1 a \{ \ a /�� >— ^\� i ' / / w / / 10 DI, / // B.O. \ / �� /i-------- > / / — GRAVE(' — / — / / w � I/ 1 I 1 // 45 \ \ / /� i6� TRAIL �5ti ' , / / / w i -�-- o I l � ��jcOI I LlI �RGIOCK / �o — —o 0co— oI —o0-0-0-0-0-0-0-0US REIF FIRDALE VILLAGE WASHINGTON LLC LooSo 14"F 2"F TL# 27033600403800 — / / 6' CHN LNK FNCa M LEGEND U } D4 WATER VALVE STREET LIGHT N ® IRRIGATION CONTROL ❑HO-0 LUMINAIRE HYDRANT X SPOT ELEVATION WATER T(SS/SD) SIGN SMAILBOX Q®Q MANHOLES a ❑ CB C:)� ROCKERY z o -0- POWER/UTILITY POLE BOLLARD F— GUY ANCHOR SPRINKLER HEAD I POWER TRANSFORMER ©M POWER/TELEPHONE VAULT DP1 ® DATA PLOT GPM POWER METER TP1 ® TEST PIT ❑ TELEPHONE/TV RISER WETLAND FLAG 3 ID GAS VALVE C CONCRETE iq a N GAS METER CLF CHAIN LINK FENCE j o M P.A. PLANTER AREA RD ROOF DRAIN zQ = Y V' CAD/CALC WRH min a w DRAWN DMB U, a F F z PLAT CHK WRH 0WW M5ina�x CONIFEROUS TREE 0 DECIDUOUS TREE # 1 TREE TAG NUMBER DF DOUGLAS FIR GF GRAND FIR C WESTERN RED CEDAR AC ALASKA YELLOW CEDAR MD PACIFIC MADRONE DW PACIFIC DOGWOOD L LAUREL B BIRCH P PINE M MAPLE A RED ALDER WB EUROPEAN WHITE BIRCH BLM BIG LEAF MAPLE BCH BITTER CHERRY CH CHERRY FCH FLOWERING CHERRY W WILLOW CW BLACK COTTONWOOD H WESTERN HEMLOCK SP SPRUCE WB EVERGREEN WHITE BIRCH ADDITIONAL TREES AND TOPOGRAPHY TO SOUTH 10-13-16 WRH REVISED BY ARCHITECTS COMMENTS 5-18-16 WRH ADD TREE TAG NUMBERS PER AIMERICAN FOREST MANAGMENT 1-20-16 WRH SYM 1 REVISION 1 DATE BY 1AP i An Engineering Services Company CiI \ \ ` <� — / US EIF FIRDA# 27033600403800NGTON LLC 20F / ff _ PAGE INDEX CH L \111 PHALT \4Ra \ r 1 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 ...................................................... Civil I Structural I Planning I Survey Daceenars.com Iz CLUBHOUSE { IQ GRASS Iw 0 MADRONA JR HIGH SCHOOL K- 8 GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. DATE JULY 28, 2015 SCALE 1" = 20' SURVEY TEAM BL/PG/GW/DAB FIELD BOOK 726,726A,726B DWG FILE 15456—SRV.dwg ®I - ��v PORTION OF: NE 1 /4, SE 1 /4, SECTION 36, T. 27 N., R. 3 E., W.M. TOPOGRAPHIC SURVEY FOR EDMONDS SCHOOL DISTRICT PROJECT NO. 15456.10 SHEET 11 OF 16 30, ( 30' 1 IfIr t2"DEC _ . / HSE # 9508 if jl \V IE 12" CONIC HSE # 9432 i If I I CULV=399.6 / ' i I HSE # 9424 \ 1 I �1 �11 I mROBERT c0U^TER,. / 1 - \ K I 1L# 004476V000ZCUU _ 447600 IE CL CHAN 8"" CONIC I I I O / 4 1 0 6'bEC TL# 00 002100 (N/SW)=358.8 a I KARIN GUSTAFSON 23�TM ST SW / \ 6"DEC DOUGLAS HALL N o z 11 z TL# 00447600002000 z� TL# 00447600001900 2"� -- �--- i ELIZABETH BUNTON TL# 00446400100100 6' CNN LNK FNC �-0_0 ALEEN YAMASAKI TL# 00446400100200 .TOM FOSTER . TL0 00446400100300 LE��-�`�`�i; W WATER VALVE STREET LIGHT ® IRRIGATION CONTROL Q®-D LUMINAIRE � HYDRANT x SPOT ELEVATION ® WATER METER -❑- SIGN Q6 Q MANHOLES (SS/SD) o MAILBOX CJ CD CC'CCS ROCKERY -O- POWER/UTILITY POLE BOLLARD E— GUY ANCHOR 7S SPRINKLER HEAD POWER TRANSFORMER P T POWER/TELEPHONE VAULT I ® DATA PLOT POWER METER TP1 ® TEST PIT ❑ TELEPHONE/TV RISER WETLAND FLAG M GAS VALVE 0 GAS METER P.A. PLANTER AREA RD ROOF DRAIN 9 MONUMENT IN CASE 's CAD/CALC WRH rSYPER REVISED BY ARCHITECTS COMMENTS ' DRAWN DMB i PLAT CHK WRH ADD TREE TAG NUMBERS AMERICAN REVISION C CONCRETE CONIFEROUS TREE M MAPLE CLF CHAIN LINK FENCE A RED ALDER 0 DECIDUOUS TREE We EUROPEAN WHITE BIRCH # 1 TREE TAG NUMBER ELM BIG LEAF MAPLE OF DOUGLAS OR BCH BITTER CHERRY OF GRAND FIR CH CHERRY C WESTERN RED CEDAR FCH FLOWERING CHERRY AC ALASKA YELLOW CEDAR W WILLOW MD PACIFIC MADRONE CW BLACK COTTONWOOD DW PACIFIC DOGWOOD H WESTERN HEMLOCK L LAUREL SP SPRUCE B BIRCH WB EVERGREEN WHITE BIRCL P PINE 5-18-16 1-20-16 y —�...—�... w ss so c P ury uFo P o —o —o-0 —o —o —x—x—x—x—x —0 D D- 11255 Kirkland Way, Suite 300 CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES LOT LINES DITCH LINE FLOW LINE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES UNDERGROUND CABLE TV LINES UNDERGROUND FIBER OPTIC LINES OVERHEAD POWER LINES OVERHEAD UTILITY LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE i i / / 1 / ! CB RIM 365A3 IE 12" CONIC (NE)=363.5 ! IF 12" CONIC (SW)=363.4 1 1 1 1 1 1 i 1 I 1 1 I f 1 I I 1 I CB RIM 365.75 �IE 12" CONIC (N)=361.0 IF 12" CMP (SW)=361.0 SSMH RIM 366,29 IE CL CHAN 8" CONC (NE/SW)=357.7 I v/1 I I / I / 1 ! I I \ I 1 \ 1 SOCCER GOAL 1 1 1 1 Kirkland, WA p. 425.827.2014I f1f. 425.827.5043MADRONA JR HIGH SCHOOL v''I SW...............ctural....1..........Planning in-g-j ...S..u...rv. ey K-8 Civii SOCCER Go DATE JULY 28, 2015 SCALE 1" = 20' SURVEY TEAM SL/PG/GW/DAB FIELD BOOK 726,726A,7268 DWG FILE 15456-SRV.dwg WILLIAM KNIGHT TL# 00447600001800 / \ 23 H \ #4 \ \ J A V 11"OF I \ 6 I0 \ 408 \V. 41 I V 1 4"MD 13 " OF \ TREE DRIP\LINE / #405 \ \ 24"DF Y / #404 \ 37"DF J J J 1 1 I #403 14 1.OF I I / / #402 // \ � ✓ ` ` i II I #1401 3"H 1 11 �I *#6'DF Ij 1 c, #399 / o t0 A � I @ #398 I �t #397 I I l t M[/i ( 1 I I MD / 2625�OF !/ l \1 V I � 394 I I ! i MD 393 I I I I I 1 2�"DF I I 1 I it I I 1 / 90 71, DF 28 OF m l l #389 / I / 1 f. 17"DF l ! 1 #388 3 # 1 1 20"DF PAGE INDEX GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. ®'�tA PORTION OF: NE 1/4, SE 1/4, SECTION 36, T. 27 N., R. 3 E., W.M. TOPOGRAPHIC SURVEY FOR EDMONDS SCHOOL DISTRICT PROJECT NO. 15456.10 SHEET 12-OF 16 FOR INFORMATION ONLY VIiiiiiiiiiil 12 N 0 TOM FOSTER TL# 00446400100300 DAVID GRANT & PAMELA SUTTON TL# 00446400100400 6' CHN LNK FNC 9 4 000-0 3 / VINOD RAMS & EMILY FIEGENSCHUH TL# 00446400100500 O _ . . . . / 1 I !/ I SHED .� I _ / ANGELA ADAMS / TL# 0044WO100600 I . / o ! / 0 / I BEE # 23713 —0— / 1 I / MICHAEL & KELUE FERRARO TL# 00446400100700 1 / 1 / I / o I 1 ( / BONNIE ARTHUR / TL# 00446400100800 / / N WATER VALVE STREET LIGHT ® IRRIGATION CONTROL 0�0,0 LUMINAIRE -b- HYDRANT x SPOT ELEVATION III WATER METER M SIGN QS Q MANHOLES (SS/SD) o MAILBOX ❑ Be C�C= ROCKERY O POWER/UTILITY POLE E— GUY ANCHOR BOLLARD ' A POWER TRANSFORMER 0 SPRINKLER HEAD FP —MT POWER/TELEPHONE VAULT DP1 ® DATA PLOT POWER METER TP1 ® TEST PIT ❑ TELEPHONE/TV RISER WETLAND FLAG ID GAS VALVE 0 GAS METER HO�SESHOE PIT #437 / HEAVEY t4432C BRUSH/WOODS i / / 388 1 1 / I I( 1 1 8"A / /I / I \ I II #387 ! / \ \ SOCCER GOAL ! 20"DF § / LINE `-TREE DRIB' 11 TREE DRIP LINE -118/6.'O /- N #434 7",8„MD // 33"DF // // /�, // /1 V A\ // , #385 IMF 13"DF // /' I _ I \V A #384 � Y I #435 4"',13 5 '% /i'/ I / #383 8"DF S / Jl � I I ! 12"6F /83 Al / // ICULV=30.0 ! #380 11"A #437 / (2)6 DEC 8"A / ,Yi 6 / o A o A A /� I #379 10"A \ \ GRASS\FVIELD #438 / / o \ \ J/ / /- 1 I l ,A E 15" STEEL IPA A / / o A i/ I �j378 / / / o / v' V A�� / /172"A / ! CULV=391.2 377 #376 / / !/ // / 1� g"•9" / / yo / I 1 - 9"D 1 ! 1 / / ! 7" A! I I I I I I � 1 1 I / 1 #440 ! /EAVEY !/ / 1! ( / # 39 1/ / I \ I I 1 )10"#375 ! #374 / BR)ISH/WOODSx/ / (2)10"AryD 3 / / / / // 1 / ( / A\ \ 39"OF 1 x A\\ � C \ \\\ TREE DRIP LINE V d � #442 /11 ,6"MD 21..CON v /. ' % f444 J / 9 BCH / #9D4M/ `-TREE DRIP LINE ! / / #446 11"OF \ / I /#447 'l I 113"DF #448 / RIM 36i.6/ IE 12" CMP (NE)=35716 /W/(-!ol\ y \ IE 12"/CMP (SE)=35716 / ! I I e \ 17"C#450 / #49 477"C \\ / #451 y \ 23'H C CONCRETE CLF CHAIN LINK FENCE P.A. PLANTER AREA RD ROOF DRAIN ,WN DMB I REVISED BY ARCHITECTS COMMENTS T CHK WRH ADD TREE TAG NUMBERS PER AMERICAN FOREST CONIFEROUS TREE M MAPLE A RED ALDER 0 DECIDUOUS TREE WO EUROPEAN WHITE BIRCH If 1 TREE TAG NUMBER ELM BIG LEAF MAPLE OF DOUGLAS nR BCH BITTER CHERRY GF GRAND FIR CH CHERRY C WESTERN RED CEDAR FCH FLOWERING CHERRY AC ALASKA YELLOW CEDAR W WILLOW MD PACIFIC MADRONE CW BLACK COTTONWOOD DW PACIFIC DOGWOOD H WESTERN HEMLOCK L LAUREL SP SPRUCE B BIRCH WB EVERGREEN WHITE BIRCH P PINE 5-18-16 1-20-16 An \—CB RIM 362.34 \ IE 12" CMP (NE)=358.8 \� \ IE 12' CMP (SW)=358.8 \ 66. GRASS FIELD — \ \ I \l \ \3 \ ss 1 \ \ J4 — CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — LOT LINES DITCH LINE �... �... �... — FLOW LINE w WATER LINE ss SANITARY SEWER LINE So STORM DRAIN LINE GAS LINE uP UNDERGROUND POWER LINES Ur UNDERGROUND TELEPHONE LINES ury UNDERGROUND CABLE TV LINES uFo UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES NL OVERHEAD UTILITY LINES —o—o—o—o—o— CHAIN LINK FENCE —x—x—x—x—x— WIRE FENCE — 0 ❑ ❑ — WOOD FENCE 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 MADRONA JR HIGH SCHOOL Ci.......................................I'S-u.'v" vil � SVuctural � Planning Survey K-8 / I / 1 1 , f � TE JULY 28, 4 ALE 1" _ SURVEY TEAM BL/PG/GW/DA FIELD BOOK 726,726A,726B DWG FILE 15456—SRV.d% I #371 I 8"DF 1 1 I #370D'F 3333�`-'Vy 1 I 0 15"MD 1MD BEE DRIP LINE 1 5 I � I ' 25"DFI #366 I I I I 1 1 #365 19" 1 1 1 i j� 1 ' V #364 10"MD 1 1 1 11"L.uzaz II 1 ' I / I I 7 I I I 1 \ \ II I I \ I I I I A tl 11 I 1 / I 1 I GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 IT. PAGE INDEX mml!wm; i'm Mimi" Mimi NE 1/4, SE 1/4, SECTION 36, T. 27 N., R. 3 E., W.M. TOPOGRAPHIC SURVEY FOR EDMONDS SCHOOL DISTRICT PROJECT NO. 15456.10 SHEET 13 OF16 I FOR INFORMATION ONLY VIiiiiiiiiiil 13 FOR INFORMATION ONLY V-1 14 BRYAN & JENNIE WILSON TL# 00446300001500 i l� / TYPE 1 RIM=35 IF 10" CONC (NW)=34 / IE 10" CONIC (S)=34 % IE 6' CONC (E)=34 / CAROLO VOLT /. TL# 00446300002400 )_ i ASPHALT 1 I ASPHALT F 1 1 l; vai (E V I I ) Iy ) I I #344 I 1 V \\ / .#4l3 l= a l I 5 A 2X'COY ! o f- \ I 1 GRASS /V 3 I \ \ V Io BRUSH WOODS \\ / 1 28"DF C.O. I I TY E 1I C RI F3d0. 51 I I ! % IE " dA P6D IF (E IWI11H �INV TE I / #343 CB RIM=356J0 77 "OF ! / ! � / I IF 6" DI (N)=355.7 ASPHALT 1 I I 1\ I I I ( 11 EXISTING ) I \ I I EE RIPI LIHE1 1 1 1 BUILDING 3 I A A I e EXISTING { 34 DIF / #4 7 ! "V I FF=356.95' o ) 1 1 I BUILDING z # OF 1 1 TY�E 1 CB 1 0 1 1 t 1 I FF=36L05' / I _ RIM 35340 IF =351,6b z 4,89 / f IRON O I I 11 -' " L 1 777 V 1 a J I I z L2 DF L.� 1 I I #341 „0 #488 18"DF? 1 v m O RD #340 V / A ASPHALT 11 a GWASS w 11 111 I 10 DF 12'4"DF � #A92 J - - - - - - - 1 \ \ #339 z I v A I / 35' F 37 CON V 1 / / I (_ I A VA A #337 A i tt OP \ / I I_ \ \ 9"DF ! / \ I 1 V A338 \I I) 1 362 I I A A A\ 3" CON ) I I I I 1 A V A , t56 ! s5 26'DF ; / 0 A vv F 'RD 1 1 I 6 1 �Y } a A A v 1 I G AS 1 !1 ' ASPHALT \ I I YD RIM=358.90— -ti � \ IE 2" PVC (S)=358.3 -#498 \ 4� \A0. ( RD j j I j CB RIM=358.80 20'CONI SSMH RIM=354.13 IF 2" PVC (N)=357.3 I :` A I IE 8" (N)=345.38 I I I I IE 4" PVC (S)=3573� #501 A\ I IE 8" (SW)=345.58 I m y i9' 499 V A 7V6"OF ly I # EXISTING #550 1 1 I EXISTING $-00 1..,1 �V I I BUILDING V 1 7"t5" 3 BUILDING 1^ '!25'DF ( / I RD FF=355.00' o 5".DW z FF=359.13' 0 25 OF ID STORM INTAKE -,I 1 ) I I STRUCTURE RIM=35019 503 CB RIM=354.80 I I 1 IF 72' CMP (NW)=34754 / / IE 18" COP (W)=347.14_ i / IE 4" DI (S)=353.8 I I \ RI HE 6" CAF \ (NI I / MARTHA BRAUN TL# 004463000025OG # 506 _ / RD I I I P9 DF 11 22 D <\ #505 z I'YJ� 23"DE 22 E I\\\I ASPHALT ' GRASS 11 67 z I23" F CB RIM=358.58 D 4'CHN LNy FNC I IE 6" PVC (N)=357.4: R #ICY DF 1 /. -�..- { I °fV GOING WALK 1 40 / 1 4' CNN INK FNC / C.O. PLAN --s-- ! / OIL TANK TFs�_ ! / INLErTi / C.O. 0� ryp / 3 I 3y'"DF / 1CB 3 ((,.. (. / OIL FRII�.-AULT 5' BLK WALL IE 6 6\�PED IRON / 3 IL.. 1 /1 .O.-(N)_3Hv�j41_ �V I t81,16'I# I pi � g n CON I {/ I V FLAG % 0 POLE 13" / ODIC / / o 1!I I I '(34'Df St4 / EXISTING 1 #25"OF �011 BUILDING 1 1 t\ / GAS VAULT �N v FF=355.70 GRASS`` \\ \ I I -CONE WALK / \ i"FCH \\ !! 1 I 1 \\ \ 1\ 8'!MD I I I I I \ \ \ l I z I I x I I V nl \V I I #334I #332 7"D I #333 EXISTING II / �,,.,I16"MD 3 BUILDING )I 1'vl7 0 I I FF=363.08' II/ ! #331 V I I I I 1 II 8"DFI I II #330 RIV I 7"DF II �= 11 II II I 11 A #3 7T)F t ) I) 1 1 I I 1 /I 1 I I I I62.T4 I #328 CB RIM=3I I I 1 I ' f II 74"OF) IE 8"j Dl (W)=�60.8 7 7 13RUSHIWOODS 1 I ! I I I I I ❑ II I I A z , 1 I 1 \ I i it I z I I fit 11 ( CHN Lk( -II ( 1 !1 II II A AI \1 V A \\ 1\ GONG WALK I 1 ! I IV f I 1 Avv \ WLF -4 I V _-__--- #3261 !! / 78"Of i WLF A-� I I f #325 ( I / / / F/ / 1 1 I I 6 C III I ! / WLF A-3 II 1 I I I / ASPHALTI// iI 1 I I DP-7 I. 1 1 #�24 1 To" SLM I / / / WLF A-2 i WLF A EXISTING I II ICB RIM47 IN 359.9 BUILDING I ) I iE F EX PI P FF=361.10 I� I(N/SE)-359.2t I� I IIE 6" PIC (S)- 359.011 T 1 I f m WATER VALVE (j- STREET LIGHT C CONCRETE M MAPLE P PINE - CENTER LMES PAGE INDEX t CONIFEROUS TREE ® IRRIGATION CONTROL 000 LUMINAIRE CLF CHAIN LINK FENCE PROPERTY LINES x SPOT ELEVATION p,q. PLANTER AREA f''� A RED ALDER RIGHT-OF-WAY LINES 12 7 2 -� HYDRANT a SIGN 0 DECIDUOUS TREE WB EUROPEAN WHITE BIRCH - LOT LINES ® QS ® WATER METER MANHOLES o MAILBOX RD ROOF DRAIN DITCH LINE _ (SS/SD) CiCDCDC ROCKERY # 1 TREE TAG NUMBER BLM BIG LEAF MAPLE -' -� - - - FLOW LINE 8 ❑ CB w WATER LINE 13 3 -0- POWER/UHLTTY POLE BOLLARD OF DOUGLAS AR BCH BITTER CHERRY ss SANITARY SEWER LINE �- GUY ANCHOR - So STORM DRAIN LINE *� R. IT POWER TRANSFORMER k SPRINKLER HEAD OF GRAND FIR CH CHERRY c GAS LINE GRAPHIC SCALE 14 9 4 �✓'" yZ pF WAS DPI ® ua UNDERGROUND POWER LINES 20 0 20 40 P T POWER/TELEPHONE VAULT DATA PLOT C WESTERN RED CEDAR PCH FLOWERING CHERRY ut UNDERGROUND TELEPHONE LINES M POWER METER TPI ® TEST PIT AC ALASKA YELLOW CEDAR W WILLOW -UTV— UNDERGROUND CABLE TV LINES °—UFO- ❑ TELEPHONE/TV RISER g WETLAND FLAG MD PACIFIC MADRONE CW BLACK COTTONWOOD UNDERGROUND FIBER OPTIC LINES a OVERHEAD POWER LINES IN FEET Ill GAS VALVE DW PACIFIC DOGWOOD H WESTERN HEMLOCK OHL OVERHEAD UTILITY LINES 1 inch = 20 ft. ® GAS METER SP SPRUCE -0-0-0-0-0- CHAIN LINK FENCE L LAUREL -x—x—x—x—x- WIRE FENCE m z � 04 3130 IS s/GNAL LANM B BIRCH WE EVERGREEN WHITE BIRCH — ❑ ❑ ❑ — WOOD FENCE PORTION OF: NE 1/4, SE 1/4, SECTION 36, T. 27 N., R. 3 E., W.M. 11255 Kirkland Way, Suite 300 DATE JULY 28, 2015 PROJECT NO. CAD/CALC WRH Kirkland, WA98033 SCALE i" = 20' TOPOGRAPHIC SURVEY p. 425,827.20141 f. 425.827,5043 MADRONA JR HIGH SCHOOL 15456.10 DRAWN DMB REVISED BY ARCHITECTS COMMENTS 5-18-16WRH (Pj= SURVEY TEAM BL/PG/GW/DAB FOR � .................................................... _ PLAT CHK WRH ADD TREE TAG NUMBERS PER AMERICAN FOREST MANAGMENT 1-20-16 WRH Civil I Structural I Planning I Survey FIELD BOOK 726,726A,726B EDMONDS SCHOOL DISTRICT 15 16 SYM REVISION DATE IBY APP'D An Engineering Services Company paceengrs.Com DWG FILE 15456-SRV.dwg SHEET OF FOR INFORMATION ONLY Viiiiiiiiiiil 15 / / 5I.359.9 /#51M EXISTING I I I1 I l I11 19"DFMARTHA BRAUN EXISTING T34,D#514 BUILDING BUILDING L 4 F EX PIP1 TL# 00446300002500 25DF 36110floI FF=355.10 (N/SE) 359.21I GAS VAULT GRASS IE PPIC 359.011 P- - :o.�o0 o cI��;'�/�''� I-• ; Ii I3#1F5i:#:/"I#.385'FO1"...39-..,..D.1�:..., .f/.:... .` _..`-344#'2d,2C.-:jL :P ✓1'%'}..:F�°./�..:./i :-.. /f . hz2F =2 //::D/ /fI�b: `. �o I \ \ o 1 \ _ -� / I IIIIIIIIII III II II I I I!III II \ \I 11 II J0) I I1 ✓ I/I �1 , /1 1 1 /\/ /\ / 1I I , 21 1 0 �# F' TREE DRIP LINE - 12„..._.. 6'WOAD. FNC Q0 ❑ fl CB RIM-357.90 IE 6" DI (S)=356.2 z . 0 323 110"BLM WLF C-6 CB RIM=354.53 WLF 5 IE 4" PVC SW =353.5 5D23 N WLF C-74'A/ o1*#322 1533 #524 3DF 11 Do:: I 1 1 1 1 WLF C- 0, ...... YD .11�F C-4 CB .22 JOHN FABIAN ASPHALT #S2IE 4 DI (N)=353.2 IE 4PVC (NE)=353.9 TL# 00446300002600 / #321 WLF C-8 WLF C-2 15"DF IG GRASS ° oDP-6 29530WL CONC WALK 8,DF#532 # \ \\\ \ \\ \ \ 1 1 1 1 11 1 1 1I 11 \\ \1 I \ 1 \ \ 535 I I "DF #23„DF:. / CONC �H6 / / AD / �°� CONC 6' WOOD FNC 1 .1.... 536 \ / / 18"DF ° / 1... .. . 534 �I N gp Sp SD ,........cam Z 2 'DF 25"D \ / / #319 \ #541w w / CB RIM=355.50 i318 / u 10"DF ,� ASPAH4T / 11"C•' - ASPAHL - IE 12" CPEP-(W)=352.16 / n o \# #3 7" _ IE 6" IRON (S)=3_� //O2 36 ' �„ \ 24r!.,15--'.:DF \'/ s / / ,, /7 1#544 56" / #315 #316 CB TYPE 2 RIM=352.40 IE 12" CONC (S)=347.80 IE 12" CONC (W)=347.90 SS- o \ JORDAN JONES 26"DF' : / / �'3 / .� i �r TL# 00446300002700 / �' / MB DF F #543..... I ! 16"DF. ........./ EE DRIP-LI- - / / /NE / > .: #31 \ II I 1 / // -"'BRUSH/WOODS 8 _ / / / "MID 118"DF / / `, \ ®;\: / / w f307 ".. / / v J/ \\ 17"MD: #/302'DF. CB RIM=362.12 : l w /.. _ �- / / : / 301 I o I IE 4" DI NW = 1.1 CB TYPE 2 RIM=353.87 J' #546 ,/ O / _ / # /15"MD : \ / / / 313/ ( ) 36 IE 12" CONC (S)=351.22 -.1 �24''pF / / I 26"DF I #,3&4 �.. \ / �ry I / I # IE 12" CONC (E)=351.22 �........ / \ / 4'•2" DF #3. 5 ° #312 300 1:1 DF #30b \ \ / \ I 2$ DF �:.. *15",1 BARD DRAIN / •.- RIM=356.73- #297:' I / IE 6" CAPPED IRON (W'f .% #293..19DF 1n/1TH INVERTED IE / / : #s9.4 / / �1FPE 1 CB #547 v / // :I / 2 ,.F 1.:. 295 #296 �. / RIM= 360.86 / / #3 1 c� l 1 "DF IE 6" CAPPED IRON �5„DF z / / __--•/-_-{. \..:5 D / 24/DF o / / 1 I 1�"-"-f� W/ INVERTED IE BRUSH/WOODS 1 I ( I f f / BRUSH WOODS c� ASPAHLT e YORDAN YORDANOV L \ / m / \ Io .25"DF: 1"0°°DF'..,;:/....'., SPAHLT TL# 00446300002800 Y / s I %� 9 J I I \ \ \ \ 1........... / / o o / ( 0 _ c� #287.....: ""I#548...• / \ / - - /� / I/ 23"DF DF /i / / / / I I ( \ 1 o s o CB TYPt 2 RIM=360.38 / �..•' / I / / #286 /. 283�..._ 20„MD / I \ \ \ Ao \ \ IE 12" 6ONC (W)=356.48 #284. # / I / s\ CB TYPE 2 RIM=356.61. / / / / / 14."DF 11 "DF _ H/r 1 \ \ s \ \ \ IE 12 PE 2 N =348.81 `. \14/.:: SSM RI I�I ' 361.81 IE 12" CONC S-348.81 / N / ° / j' _. 281 H@I\8 C / :r.-. . O ON z 40 ( )- o e #282 9»C '(W/S)=351.0 \' 1. 0 I \ \ 1 1 IE 12" CONC E-348.81 %`::_... / / ®/ #2'8.�- / \. c� 0 o \ ( )- / 2T5._ :91 F ...1-q "OF /...:::::::::. z z z_ / \ \ \ 1 1 j I \ f# / #549 / / / _ / ;I 29 I?F' .. # /7 `./ #280 / �\ 6' WOOD FNC 33"DF / #309 :\ I / /2"DF:.... 28" GF I o �t \ \ \ gip- �❑'-❑- 76 Jl f �79 25"DF PLANTER \ i Q ( - o - 0 4' CHN LNK F�1C - PLANTER.`!_ '^. \i l # 78 / \; ► o / #308 / ss 1 \ \ \ \,20" 1 �l l f \, 29„DF s :. 1 S / \ ss 1 � SS i -:.k t f \ \ ..... \BRUSH/WOODS 3 w- I 24 TH ST SW/ /' w 1 w \ \ / I w. i ► // II j 1 11 1 1 -Q/ I / I I BRUSH/WOODS 4' /CHN LNK F/NC , I o o _T _ 0 1 I \ I \ \ sp \ \ \ \\ \ \\ \ / �� II l / / \ -o o-o f / `'`low \ o-o o Io-o-o1-- 0-, - \ / _ _ - \ \ I / /' ASPHAI+T ? c G \\ 1-1/4" G \c / 1-1 4" G c 1 \ I I / I I 10" DI \\ ' �sA / ASPHALT / l sso \ I \ I / / / j / I w lr w // / w / w / I w I j w / w, P \\P 6WOOD FNC DWY \ 16"CHERRY \ \ IF I / (NOT OPEN) / \ P / �� I 1 ;I / / BRUSH WOODS / 1240TH ST SW CB TYPE 2 RIM=352.72 I 3 I / I / / IE 12" CONC (N)=348.12 IE 24" CONC (E)=348.12 JILL OLKOSKI I TL# 0446600001300 LEGEND D4 WATER VALVE STREET LIGHT C CONCRETE ® IRRIGATION CONTROL CIS LUMINAIRE CLF CHAIN LINK FENCE -b HYDRANT X SPOT ELEVATION P.A. PLANTER AREA ID WATER METER n o SIGN MAILBOX RD ROOF DRAIN QS @ MANHOLES (SS/SD) C�C= ROCKERY MONUMENTIN CASE ❑ CB -0- POWER/UTILITY POLE F- GUY ANCHOR • BOLLARD FZI POWER TRANSFORMER A SPRINKLER HEAD ©ET] POWER/TELEPHONE VAULT DP1 0 DATA PLOT GPM POWER METER TP1 0 TEST PIT ❑ TELEPHONE/TV RISER WETLAND FLAG ITI GAS VALVE M GAS METER CB TYPE 2 RIM=356.75 / I / / GRAVEL IE 12" CONC (N)=348.25 CB IM=361 �29 / J / p ❑--[�--___L fl--- ❑ IE 24" CONC (W)=348.85 IE 12" CONC (N)=157.2 7.2 o RIM=361.67 \ 6' WOOD FNC IE 12" CONC (s)=\ / � / I 12" CONC (N)=357.6 DONALD KREIMAN / / I to / I IE 12" CONC (S)=357.6 JAMES &PENNY HIXSON TL# 00446800000100 / to / Q TL# 00446800001600 I US REIF FIRDALE VILLAGE WASHINGTON LLC i 30' // 30' // i TL# 27033600403800 PAGE INDEX CONIFEROUS TREE M MAPLE P PINE - CENTER LINES A RED ALDER PROPERTY LINES RIGHT-OF-WAY LINES DECIDUOUS TREE WB EUROPEAN WHITE BIRCH - - LOT LINES # 1 TREE TAG NUMBER BLM BIG LEAF MAPLE -.. -► - DITCH LINE FLOW LINE DF DOUGLAS FIR BCH BITTER CHERRY w WATER LINE ss SANITARY SEWER LINE GF GRAND FIR CH CHERRY SD STORM DRAIN LINE c GAS LINE C WESTERN RED CEDAR FCH FLOWERING CHERRY UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES AC ALASKA YELLOW CEDAR W WILLOW UTV UNDERGROUND CABLE TV LINES MD PACIFIC MADRONE CW BLACK COTTONWOOD UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES DW PACIFIC DOGWOOD H WESTERN HEMLOCK OHL OVERHEAD UTILITY LINES L LAUREL SP SPRUCE - o o o o o - CHAIN LINK FENCE B BIRCH WB EVERGREEN WHITE BIRCH - x x - x - x - x - WIRE FENCE 0-0-0 WOOD FENCE /-- 11255 Kirkland Way, Suite 300 CAD/CALC WRH Kirkland, WA 98033 DRAWN DMB REVISED BY ARCHITECTS COMMENTS 5-18-16 WRH p. 425.827.2014 1 f. 425.827.5043 MADRONA JR HIGH SCHOOL ...................................................... K- 8 PLAT CHK WRH ADD TREE TAG NUMBERS PER AMERICAN FOREST MANAGMENT 1-20-16 WRH Civil I Structural I Planning I Survey SYM REVISION I DATE BY APP'D An Engineering Services Company paceengrs.com GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. DATE JULY 28, 2015 SCALE 1" = 20' SURVEY TEAM BL/PG/GW/DAB FIELD BOOK 726,726A,726B DWG FILE 15456-SRV.dwg =1=1� mm1 PORTION IDQRWN/QF:SE1yj44, $09•TIGECTIQNT., 27 K„ F;R. 3 1E„ \WW. TOPOGRAPHIC SURVEY FOR EDMONDS SCHOOL DISTRICT PROJECT NO. 15456.10 SHEET 16 OF 16 r 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OLYMPIC VIEW WATER COVER SHEET C-800 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OLYMPIC VIEW WATER GENERAL NOTES C-810 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E C Iw U w J w I 0 Q I x n Un I 0 Q x n Ur) I 0 0 U I Q CD X Q0 N I n Uri Ur 0 Q x n 0 n I CD n x N x 0 I I m F- m 0 Q I x C-D z CD CD w / 0 0 m I E o r �Q WATER NOTES CONSTRUCTION BASELINE W NOTES 1. REFER TO C-810 FOR OLYMPIC VIEW GENERAL WATER NOTES. 2. REFER TO C-840 FOR OLYMPIC VIEW WATER DETAILS. 3. STATIONS AND OFFSETS ARE GIVEN TO THE CENTER OF STRUCTURE, FITTING, OR NODE FROM BASELINE W UNLESS NOTED OTHERWISE. SEE C-820 FOR BASELINE W INFORMATION. 4. PROVIDE 4.0-FEET MINIMUM COVER ABOVE WATER LINES WITHIN THE PROJECT SITE. MINIMUM COVER MAY BE REDUCED TO 3.0-FEET IN THE RIGHT-OF-WAY. NOTIFY ENGINEER IMMEDIATELY IF MINIMUM COVER CANNOT BE ACHIEVED. 5. THRUST BLOCK SHALL BE PER OVWS STANDARD DETAIL W-5 AND W-6. 6. IF A HIGH POINT IS CREATED DURING WATER LINE CONSTRUCTION, INSTALL A 2-INCH AIR RELEASE/VACUUM VALVE IN ACCORDANCE WITH OVWS STANDARD DETAIL W-11. COORDINATE AIR RELEASE/VACUUM VALVE LOCATION WITH OVWS AND OWNER TO AVOID PUTTING VALVE BOX IN UNDESIRABLE LOCATION. 7. IF A LOW POINT IS CREATED DURING WATER LINE CONSTRUCTION, INSTALL A 2-INCH BLOW OFF ASSEMBLY IN ACCORDANCE WITH OVWS STANDARD DETAIL W-10. COORDINATE BLOW OFF ASSEMBLY LOCATION WITH OVWS AND OWNER TO AVOID PUTTING VALVE BOX IN UNDESIRABLE LOCATION. 8. PROVIDE 10' MINIMUM CLEARANCE FROM OUTSIDE EDGE OF WATER TO OUTSIDE EDGE OF SEWER. 9. MAXIMUM JOINT DEFLECTION FOR WATER LINES IS 2-DEGRRES. 10. EASEMENTS TO BE DOCUMENTED AND RECORDED AFTER PLAN IS APPROVED. ALL WATER EASEMENTS SHALL BE 15' WIDE. COMBINED WATER/SEWER EASEMENTS WILL BE 251 WIDE CENTERED BETWEEN PIPES. 1. THE CONSTRUCTION BASELINE ALONG 236TH STREET SOUTHWEST IS DEFINED AS A LINE PASSING THROUGH CONTROL POINT #1 AND CONTROL POINT #2. 2. PRIOR TO STARTING ANY WORK, VERIFY THE CONSTRUCTION BASELINE, AS DEFINED, INTERSECTS BOTH CONTROL POINTS. IMMEDIATELY NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. 3. PRIOR TO COMMENCING WORK, LOCATE ALL HORIZONTAL CONTROL TEST POINTS FROM CONSTRUCTION BASELINE W. IF TEST POINTS ARE NOT AT THE STATION/OFFSET SHOWN, CONTACT ENGINEER OF RECORD IMMEDIATELY. CONSTRUCTION SHALL NOT PROCEED UNTIL THE CONSTRUCTION BASELINE AND HORIZONTAL CONTROL TEST POINTS HAVE BEEN LOCATED AS SHOWN. III. i��'i�.. '�'�•�,� LEGEND 7// CONSTRUCTION BASELINE BUILDING WATER FIRE HYDRANT ASSEBMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PTV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE 0 OVERALL WATER PLAN m82o OVWS PERMIT SET 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY MI_ EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A OVERALL WATER PLAN 2 3 4 5 C-820 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-821 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-822 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-823 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-824 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-825 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-826 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD OR 9 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN C-827 cn cn 0 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PROFILES C-830 cn cn 0 1 71 C0LU4 B A FLOOR 4 SEATTL—E. WA. 981014 (2016) 441 4 15 11 OFFICE 2 08 -0478 FAX H OYT SUITE 102 PORTLAWD 0 09 -03) 224-4032 (5 OFF, Cl- (50:3) 224-1091:8 FAX MAK M. A4R1','H.[T;E;CT.s INA 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PROFILES C-831 cn cn 0 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PROFILES C-832 cn cn 0 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PROFILES C-833 cn cn 0 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PROFILES C-834 1 2 3 4 5 6 4 71 COLU4 B A I FLOOR SEATTLE WA. 981014 (2 016) 4 41 4 15 11 0 F F %C E E E 2 0 6 0478 FAX �NW H OYT SUITE 102 PORTL,A,N.D OR 972 9 (5 224-4032 OFF, C1_ SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST (50:3) 224-1091:8 FAX M AWL U M. AIRC H. 111T E C TS INC ................... ............... ............... ............. ............ ............ .......... - ............... ............. .................... - ........................................... - .................................. 1601 5th Avenue, Suite 1600 . ..... ...... 10 MIL PLASTIC Seattle, WA 98101 TYPE FFA.0F BLOCKING TYPE BLOCKING 206.622.5822 IRTICAL BENDS FOR 11.25* - 22_5* - 30* VE OR: 11:.25' 2.15� 30ii WIR11CAL, BENDS . .. .... www.kpff.com .................... .............................................. .......................... __ H OR: ZONTAL BILO CKING D L L . . ..... ................ LUE.DOUBLE-SIDED RAY LITE MARKER U CAST! ON VA PLACE OFF CENTER OF: ROAD TOWARDS HYD,, B TH SLIDE EXTERSI N 4 TURNBLIICKLES�� LVE OX WI 0 ALIGN. LID TABS ALONG VALVE AXIS m C==:Iv jll r A.: VB THREAD 6F' LU7 0 Lij LU 777 ��'i . ............ ............. 0 Lj b b L LL_ 1601 5th Avenue, Suite 1600 xe!:: Up ZZ U F_ Uj 0 U_ Lu AVK SERIES 27 M14kH 929 0 ELLER CENTURION. U_ R MLI Lljd� Seattle, WA 98101 5 1/4 MW011 BRE AK�AWAY LANCE, IT Lj La 1w z h_ C-) 4FF STORZ ADAPT 206.622.5822 ERF .2 COATS PLAN FARWEST ENAMEL. CAT YELLOW,, Z AST 111RON VALVE BOX WITH SLIDE EXTENSION . .. ..... . ...... .. w.kpff.com c_ ALIGN LID TABS AL.0 G VALVL AX S IN ............. .......... ........... �4 300 8 2_0 5 s 22.5 11 2_2 10: MIN. 30 .7 6 .......... PA-111 N T SHACKLE RODS VVI Im .................. I NO 0.11 OR AjQ U - UIRFACE .................... .......... ........... x3 x6" CONCRETE PAD 1 MAX. 2 COATS OF COAL TAR OR '0 1 TrIl 'y HALT PAINT ASP 6: 0 .3 11 2_2 5/8 1 2_0 25 Z9 22, ........................ 11C BETWEEN ML ------------------ - - - - - - 41 3 5, . . ...... .... 30 10 PLAS YDRA TYPE :RB. BLOCKING . . ............... NT., BLOCKING AND .............................. VER WAS] D ROCK E FR 45" VER-TICAL BENDS 11"25 16 2=5 5/8 1 2,�O 2Z5 47 3.6 1/4 C�Y,, 1,-41/2: 30 70 4A 3 1, 5 ../4 WASHED ROCK .. .... . ...... ............................. 10�112 250 11.25 32. 12 5/8 2_0 S 1 MIL PLASTIC 4 TURNBUCKLE ..................................................... 4.5 7/8 . ........ 1B 2.2.5 3.0 D THREAD 5: D 30 132, 5A . ...... . .................. ....................... ............................... .... CONCRETE -LO ....... ........................... ................. TAPPING TEE. TS 4.20 7/8 R 70 POUR IN PLAC . 1E. 16 11,,25 4.1 1 ................. ............................. . ...................... E 184 5.7 1:-1/8 ko 22�5 RESILIE T T PPING w UN PDXY: D MA NITA. N CLEARANCE ....... . ........ 225 US! B ARING AREA OF BLOCK SQ.FT. ....... 4� GATE FOR DRAIN PORT. 30 2:75 &5 1�1 AV P V (FLxMJ) ............. s ................... TEES 9W 5� 55 .......................... . . BENDS IN DS ..................... 118�2 it25 91, 4�5 7/ 1 20, LIE Ds 5' 4r* 8 BRICK 1/4 4.0 C ....................... 2Z5 2,25 SA 1 4i 30 330 6=9 1 3/8 k5 UNDISTURBED EART11111H.F. -TYPICAL. 8 7 6 4 2 4 25 5.0 3_5 L L KING T r B OC PER S, I ............. 2.4 0 1 [�, . . .......... ........ ... OFF 3/4mu D A. SHACKLE RODS FLANGED TEE 6 4 H, 1EE 2 U CHI D E. 3 2,2u5 320: 11-3 4,5 MIL PLASTIC BETWEE W/ 2 CID R 1 2IFF 11 1 is 144 1 9 5 5,,5 N TEE .-.5/8 3:0 480 7.9 ............. PAINT SHAC ................... ASPHALT PA.I.N.L OR CONCRETE BLOCKING PER SCHEDU ...KLE RODS W1H ANID BLOCKING. LE .................. 10 MIL P`LAs'nc BET. BLOCK COATS OF CIA -AL TAR OR BLOCKING ASPHALT PAINT TYPE "B ALL BLOCKING SHALL BE POURED GAINST FIRM UNDISTURBED . ... ... ..... x FOR 45"' VERTICAL BEN �S D .................. . . r, 4" x 4' x 8' BRICK 6:": PIPE DI CLASS 52,, CEMENT BEARING REA AT FITTINGS NOT GIVEN IN BEARING ............... . ....... .......................... .......... ---------- N. LENGTH. REQUIR 6:PF' AWWA RE __NT SEAT GAIT PRELIMINARY LINED 3':-:0FF M.. ED E VALVE Uj SHALL BE AS DiRECTED BY THE ENGINEER. .. ......... 4 45: 30 31 1 5/8 2.0 NiM, RIS G TE-.1t "0" RING SEALS. FIL x MIJ 5 6 4.1 UDSTUBE S L.. TYPICAL 11111HEN POURING AGAIN'12j PLUGS AND BLIND FLANGES SET STEEL .0 PROF U TER BOX FITTING: TO KEEP CONCRETE OFF SOLTS, 250 232 61 ME 3/4 1/8 16 4:78 4. AYOUT To BE APPROVED BY DISTRICT PRIOR CONCRETE POUR. 0 .20 2 560 &2 1-1/4 1�3 4 8,20 .......................................... ....................................... "Wool, .......... ........... ........... .......... . ........... ............. ........... cl: . .......... S��CHO"`XL DISTRICT ..................... ................. ..................... ............... ............ ............ ................................................................... .......... ............................................................................................................ ......................................................... .................................. .......... ...... . ... en earning, eve ry y. ........... ........................... ................ c U L;T MI V L. V6V VIV I I; IT S TR T pil E MPI I L W TE R & E WR D 1" TIR 11" T L P 1" V E W WA TE S E WE N YM I WE W: WAT E R I's E 'Wll 11 E R LR :& WER D 11 R 1 .......... ............... ...................................... ................ ............... .......... .......... ............. ...................... ............... ................ ........... ................ ........................ ..... . ........... . ......... . ... - - - - --------- ............ ................ ............................................... ........... EVISIONS . ...... TANDARD DETAIL �:3TANIDAFRD DETAIL REVI S 10 N S STAN AFRD DETAIL EVII S 10 N S: EVII �S I S TANDAIRD DETAIL ............................... ............... ................................................................................................. . . . ... . ............................. ..................... ..... . ....... . ...... .... 'THRUST BOCKNG Sheet .2 of 2 E 11. 11, U 2� 1 _L) I L, EX I E 'm U Z5 r I ti� 6 '1 L L_ WET�TAP C OINNECTION/VALVE BOX .......................................... FIRE HYDRANT ASSEMBLY T A I L EDMONDS SCHOOL DISTRICT ............................................... ....................................... ........................ .............. ................... I ........ ... ................... .......... SCALE ows SCALE DATE 0 E SCALE NO. ... .. .. .. .... ATIE NO. 12/1 B/11:2 Ts W-5 12/18/12 NTS W�6 /18/12 N 1.2 NTS: .4/2 -3 NTS 13 w I .............................. ................................................................. 1 ................. ........... ................... ............ ............. . ..................... . .......... ................................................................ ..................... .............. ............. ............................ .......... ............ .................. ................ ....................... ......................................... ................................................................................ ...... ....... ........................ .................. . ..... . . .......................... ......................... ................ ................ .......... .............. ................. .............. MADR NA H L E D FIRE HYDRANT ASSEMBLY THRUST BLOCKING DETAIL 1 2 THRUST BLOCKING DETAIL 2 WET TAP CONNECTION 4 9300 236TH T. W, EDM ND WA 98020 NTS C-820-827 NTS C-820-827 NTS C-820-827 NTS C-821, 82 C C REVISIONS: NO. DATE DESCRIPTION ............... ........................... ............................................................................................................................. .. . ........ I ......................................................................................................................... ........................... S SUR FACE!. RESTORATION DETAIL REM TO CHAU ...................................................... ................................... ................. .. .. ..... .. ...... CCNNECnoN SLAM o 2�1 nRE T' 00 PmINT PIPE ABOVE GND - - - - - - - - - - - - 6 D a (o ELLOW CD 4 x CONC. MARKER, POST SWE APPROVED j Flif CK. NiffiUvrE R PATT N RETURN UB H AS �BLY tPA' 41 INTED YELLOW WITH BLACK 20 OPEN E D STENCILED DISTANCE AND D1RECTION BEND fo r 'TO VALVI 2/05/2016 E M Ift. I I DATE: 1 SNOHQ1M1-.,1H COUNTY HIVE STRAINER ........ . CITY OF EDMONDS Q) B L�L� r- E FLOW" I 'TiOWN OF WOODWAY ................. ................ ....... . ............... JOB NO 1500129 ....L MATERIAL. SHAL.L. ONSiST 0 B C 1,70' �x �2W CONC. METER BOX, 3/13' STEEL D AMOND M P D TO. 1 5/8 MINUS CRUSHED GRAVEL C A; 42) �; :; If X FL ME COVER �TITE :ii-111, . ..... DESIGNED BY CB Y DENSITY AST D 5% MAXIMUM DR m 6998. METHOD FOG .. . .. .. . . . ....... E FA D M TER. Sl L C04 IN 2 UNDER ASPHALT FOR STREET CROSSING+ INITIAL P1 E x BACK F1, ........... ....................... DRAWN BY: DC z Z TYPE C MIATERIAIL WITH 111 1PL0\CEM1ENT ND INAL. GRADE D CD 4 CLAS MEEK D E E LALI EIDUM R1 NN14NG PARAILLE 0 St.; SUS R11 w/ ... .... . .. .... . . ...... . . COMPACTION FOR UNDER ASPHALT U X/ TH R: E tioll EAD SHALL .............. ........... .............................. . .. . . ...... .... . .. lCLOSE HNGE CD W! TH STREET. .,z L ------ 'I t J. TYPE 'C" MATERIAL WTH CLASS I PLACEMENT AND cn Q) 2"p 90K ELL PACTION F R STREET S; 0 ri U - - ---- APPROVED BY: TJE 4 WI T EQUA S D H L CAST IR 4,. 'TYPE uFD7 MATER A WIIH CLASS III PLACEMENT AND MATERIAL 0; A OUBLE W UD (MO r, hE DDER PER UVWS D D AD& VALVE BOX PIPE O.D. COM11PACTION FOR LL OTHER AREAS,. LJ L.,j ALIGNED WITH HATICK. AIRK. QUANIM IIE A-DESCRETION. �t7 E G NIER.AL NOTES:� FOR IMAN LINE .......... D.L: CAP,. TAP .2% IPS: A, AS 14�0" LONG CONSTRUCTION 2" NI PLE. BR S ALI.-. TIESST COOK MUST PROVIDED WITH ................... 0 OR C 2 NI; P E LGL BRAS' 8 MID EC H-30 TRAFFIC LOAD) y 2. T P 27 NIPPLE, 24" OR LESS FOR BR., 3*` LONG ..................... .......... ............. Aj �SHALL r 'hN:NECT A, WE; R T BA!54N,� V COV R GLITTER DR N GO A, E 27 9 W LB W E ,, B 0 RASS., E �S.ERVICE LINE 4.� TTER W �TH DIS R: SENT DURING F 2 27 GALV.., STEEL PIPE. LE GTH DCDA MUST BE. TESTED BY A QUALIFIED TES P E 10 SUIT 20 13, 1RON PIPE EEN TSUPPLY MAIN ND THE T -1 HIRED BEME INSTALLATION G 1 'VALVE B6X-OWNER STANDARD 5. A DP' RICT A, PR OVE IS REQ 0-) (FIELD LOCATE> NEXT HOLE (THREAD D) CINI H 2" ELBOW,, GAL TO EXIST PROPERTY DRILL, 8 E B D CD 27 GATE VALVE�OWNER STANDAR K 1 27 45' EL.BGW. GALV. (THREAD 0) M UL 0 Ln . . . ...... . . ..... E_ BRASS L 1/4 CY WASHED ROCK STREET ELL - - ----- . ....... ASPHALT RESTORATION SHALL CONSIST OF: 0 0 D N MEW 11114.r3d E_ ULT -SAW U I- EXIS 111NI G ASP HALT CONCRETE THRUST BLOCK, CAST IN LAC . ..... VA . ....... . U T PPROXIM.A.-E E-0 P 'm t, :ILE� BEARING AGAINST CAP ONLY D MENSIONS MATCH EXISTING OR 2FP MAXIMUM ACP: GL B OVER .................................... IIMENSION;s CD ................... 10 MIL PLA. TC AGAINST CAP ....................... CON E� zzz 6 1/2. �CRUS; D R ACING TOP COURSE (5 N .................... U: AND TYPE /8 IMI Us)� (EXCLUDE SIA .. ...... ... C) N Ln A D UC N D TILE !RON TRAFFIC LID .................................... . ........................ ........................................ . ....................... - - - ----- - - 4:p 3 U �t 4:F Y MIP N.S.T. ADAPTOR(FIRE HO E'b NG 0 R IN � ESTOR 2'0 GATE V C) G 10 SAME CONDITION AND LL LAWN M IP x .2 1 S AWWA �WITH CPERAT.1 SHOULDER RES ON ALL CONSST OF: �w, CAST READE OOR.(;OLDC STU 15 SBC OR EQU VAL NT) 2' 24' AIR/VACCLI M RELEASE 2 ........... ...... ............ L 0 RESTORED lITH SOD., L OTHE 4ft �x 8" BRICK ON UNDISTURBED SUIL VAL.V11111E CD AREAS T w V NL:VE,o: LAPC:nj' OR 0131R.ISPIN' CD 4 X� 7�_ E HYDIOSEDD. A MODELS ONL) pf 0 � -' Ln >< REAS �v ASS PI E Up TO -0 ... . ...... 3 9 6' E... . . .. . ... ....... ...... ..... ................... .......... NLET OF AIR VAC DOUBLE STRAP Sp 4p 2'� CD SE VICE AMP 2' BRASS NIPPLE 8_1 X 4: 4 4 0 ............. CD FOUNDATION ROCK o 0 b 1 x DUCTILE 1,R1JN IPE LLJ OLYMPIC VIEW WATER ...................... ............... DETAILS ..................................................... .................... ................................. U) X U 0 C--,j Vil p 1 "IEW WATER & SEWER D I S TR I E R 7-,'T R U Vi W A TE S E WOR ULYMPI V ATE W WATER & SL.WE. T' R T LYM E W R STR_u ............... ................................................... ............... ................ .... . .......... - ............. REV SIONS STANDARD DETAIL. V I tS I U Nt> :�S I A, IN U A I L) L) I A I L . . ............ �R FVI S 0 N S STAN DAR D D ETAI L EVISIONS STAN DAR D D ETA! L .......... cl- r OUBLE CHF�; DETECTOR E. .............. .......... A �S S1 B L.:v TRENC DETAIL B L OW 0 F F ASS EM B L T ARV ASSEMBLY DFTAIL ................ .......................................................... VIEW m ....................... .......... ............... .................................... .................... . ...... ............................. ................... ............................. .......... ................................. .......... ......................... .................... ATE DATE No SCALIEE - .... I'll + DATIE SCALE. owG No SCALE 1`40. ............. ........... ............ WG ......................................................................... w NTS T NITS `W_ a 2/18/12 W D IN TS. W 3113/1, W�l 2. ............................................................. ............................................. ............ ...................... ..... . ............... - MARK DATE DE RIPTI N ..................... . . ............ ........................ ... E Ln . .......................... ....................... ........... ............ ............ .......... ............. ............ ........... ............... ............................ .......... ....................... ........... .. .. ............. . ..... ............... ................. .................. .................. .............. ........................................... ...................... >< ISSUE DATE: 05 DECEMBER 2016 cD E YPICAL TRENCH SECTION 5 2 6 SEMBLY 7 8 ISSUE: SITE PERMIT NTS C-820-827 NTS C-820 NTS C-820 NTS C-822 <:D OVWS PERMIT SET Q) L__ >< PROJECT NO: DRAWN BYm CB CHECKED BY: JCG/TJE A A OLYMPIC VIEW WATER DETAILS m I jr 11 1 mr 2 3 4 5 6 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OLYMPIC VIEW SEWER COVER SHEET C-900 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OLYMPIC VIEW SEWER GENERAL NOTES C-910 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OVERALL SEWER PLAN C-920 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN C-921 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN C-922 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN C-923 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PROFILE C-930 1 71 cOLunnB A I FLOOR 4 SEATTL—E. WA. 981014 (2 016) 4 41 4 15 11 0 F F I E (206) :441 -0478 FAX ...W HOYT SUITE 102 PORTLAWD 0 09 (5 -03) 224-4032 OFF, Cl- (50:3) 224-1091:8 FAX A4R1','H.[T;E;CT.s INC 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PRELIMINARY VA& EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER SECTIONS C-931 t .,rt.a t s tl s 1 Si '. tt s ids s � 1 t 2 i tit t �t: { (J f f t t..� 1 t tf �i � i�f t 3 ) �t � . t t tt t s f s sa h t r fi rt �t tx'�;.:i �t�� t s t t' �r s s i Vt+ ( ti � tE f t '4 Z 1 }t StS vtl r f i a � S tt t)k ��i ysly i y }tt tti){ t t�i e {r, �� f {t ; (} kS � rif �t to $ti, tj� fi i rs '�f� h� `i`�tia Lt ��°'„ tti ✓<.tr 5„., r�i, � ,.d,. ��s+. �� ,+, .:n ., .� Iu '%b?„r.{ £ s=t .3L,t is>ttri i< � � z{ � �;, 3, fi ru,+t. 3f 2 3 III 5 TREE PROTECTION LEGEND 9 TREE PROTECTION NOTES: )✓L, EXISTING TREE TO REMAIN AND BE /�,,PROTECTED �X EXISTING TREE TO BE REMOVED 2 Tin TREE PROTECTION FENCE T`00 INTERIOR CRITICAL ROOT ZONE AND 1. TREE PROTECTION AREA SHALL BE DEFINED AS A CIRCULAR AREA WHICH HAS A RADIUS OF 12" TO EVERY INCH DIAMETER OF TRUNK PER CALIPER INCH. REMOVE FENCE ONLY AFTER ALL CONSTRUCTION IS COMPLETE, 2. DO NOT USE AREA BEYOND THE CLEARING LIMITS FOR ANY REASON. USE OF THE AREA WITHIN THE FENCE SHALL BE ONLY AS APPROVED BY OWNER. 3. CONTROL SOIL MOISTURE WITHIN THE TREE PROTECTION AREA. PREVENT FLOODING OF THE SOIL AND PROTECT ROOT AREAS FROM RUNOFF FROM CEMENT, OIL AND ALL OTHER CONTAMINANTS. 4. THE FOLLOWING STEPS SHALL BE IMPLEMENTED FOR REMOVAL OF TREES WITHIN THE CRITICAL ROOT ZONE OF TREE TO REMAIN: A. REMOVE TREE BRANCHES TO AVOID DAMAGE TO THE CANOPY OF TREES TO REMAIN, B NO MACHINERY SHALL BE USED FOR TREE REMOVAL E I / OUTER CRITICAL ROOT ZONE OF P-10 I E Otno Q%f o Iry ,w w0.... 0 `m 0 :m U ` O I.. „ I _I I I p �� ----I Xrr 4_ I 4ltiy-- \ rV, _. , Ll EXISTING TREES TO REMAIN *1, LIMIT OF WORK LINE RESTRICT WORK WITHIN CRITICAL ROOT ZONE OUTSIDE OF TREE PROTECTION FENCE AREA TO BE GRUBBED OF INVASIVE PLANTS, DRESSED WITH 4” ARBORIST CHIPS C. GRIND STUMPS TO 6 BELOW FINISH GRADE, DO NOT EXCAVATE. 5. CUT OFF ROOTS CLEANLY WITH APPROPRIATE TOOL WHEN ROOTS ARE EXPOSED DUE TO APPROVED DEMOLITION ACTIVITIES. AVOID ALL TEARS AND BREAKS IN ROOT SURFACES, DURING THE TIME OF EXPOSURE KEEP ROOTS MOIST WITH WET MULCH, COMPOST OR TOPSOIL. HAND DIG TRENCHES IN AREAS WITH EXTENSIVE ROOTS. LEAVE INTACT AND UNDAMAGED ROOTS LARGER THAN TWO INCHES IN DIAMETER. PLACE UTILITY CONDUIT EITHER UNDER ROOTS BY TUNNELING OR OVER ROOTS WITH 18" MINIMUM BEDDING. 6, CONTRACTOR SHALL PAY THE OWNER DAMAGES FOR EVERYTREE LOST OR IN THE OPINION OF A CERTIFIED ARBORIST IRREPARABLY DAMAGED AS A RESULT OF FAILURE TO PROTECT OR TO ADEQUATELY MAINTAIN EXISTING TREES. 7. DAMAGES TO BE PAID BY CONTRACTOR TO THE OWNER SHALL BE PER SEC 015639, 8. MAINTAIN TREE PROTECTION AREAS FREE OF WEEDS AND TRASH THROUGHOUT CONSTRUCTION. SPECIAL CONSTRUCTION REQUIREMENTS (TRENCH I NG/EXCAVATION) ZONE A (INNER CRITICAL ROOT ZONE) 1. NO DISTURBANCE ALLOWED WITHOUT SITE -SPECIFIC Y INSPECTION AND APPROVAL OF METHODS TO y MINIMIZE ROOT DAMAGE 2. SEVERANCE OF ROOTS LARGER THAN 2" DIA REQUIRES _ ARBORIST'S APPROVAL 3. TUNNELING REQUIRED TO INSTALL LINES T-0"BELOW GRADE OR DEEPER ZONE B (OUTER CRITICAL ROOT ZONE) 1. OPERATION OF HEAVY EQUIPMENT AND/OR TREE PROTECTION FENCE, STOCKPILING OF MATERIALS SUBJECT TO ARBORIST'S SEE DETAIL DBH APPROVAL. SURFACE PROTECTION* MEASURES ON THIS SHEET REQUIRED. 2. TRENCHING ALLOWED AS FOLLOWS: • EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MAY BE REQUIRED; AIR SPADING; • LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A; MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED CONDITION; OWNER APPROVAL. 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN T-0" FENCING/ROOT PROTECTION 1. FENCING TO BE PROVIDED AND MAINTAINED AT LIMITS ELEV TION OF OUTER CRITICAL ROOT ZONE -SEE PLANS FOR LOCATION 2. ARBORIST'S OR LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USEIACCESS WITHIN ZONE B. ZONE B: 3. PERMISSION FOR USE/ACCESS REQUIRES SURFACE ZONE A X 2 PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN CRITICAL ROOT ZONE ZONE A: * SURFACE PROTECTION MEASURES DBH IN INCHES 1. TEMPORARY ACCESS: ------------- --------- - MULCH LAYER, 6"-8" DEPTH, & = DIA IN FEET 3/4" PLYWOOD SHEETS 2. RECURRING ACCESS: e4-----eQ MULCH LAYER, 6"-8" DEPTH, & STEEL PLATES PLAN TREE PROTECTION SCALE: 1" = V-O" 1. CONSTRUCTION FENCE, SEE CIVIL (CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED, NO RUSTED OR EXCESSIVELY MALFORMED FABRIC) NOTES: A. PROVIDE CONSTRUCTION WARNING SIGNAGE 50' O.C. ALONG FENCING INSTALLATION PER SEC 015639 B. WHERE TREE PROTECTION MATCHES CONSTRUCTION LIMITS, USE CIVIL CONSTRUCTION LIMIT FENCE AND DETAIL C. WHERE TREE PROTECTION IS SEPARATE FROM CONSTRUCTION LIMITS, USE TREE PROTECTION FENCE DETAIL AS SHOWN 6 12' MAX 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fRJI�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesigrxollaI STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, ST A TREE PROTECTION AND REMOVAL PLAN 2 3 N 5 9 SALVAGE 20" M i� IFIRS OVILKIS F LOG BENCHES FOR LOG BENCHES i i i L 4, _ 1 i ! I C ( I. I �L, I I I I Ilk 0 I Tp I t \\T, / ram TP TP �.� � TP - Tp- %� T?. � TPA —N TP.. TP TP :. �1 SF e \ {�IFV S, (Nj o I uo V I / 1// .1 / J Y � / ICro LR' —�—/ rl EXISTING TREES TO REMAIN UNLESS /. OTHERWISE NOTED, TYP. _ TREE PROTECTION LEGEND �`.�. EXISTING TREE TO REMAIN AND BE PROTECTED X EXISTING TREE TO BE REMOVED �7,% 2 — TP TREE PROTECTION FENCE TP 100 JTV INTERIOR CRITICAL ROOT ZON E AN D OUTER CRITICAL ROOT ZONE OF ;Tp_•10�1 l / / EXISTING TREES TO REMAIN LIMIT OF WORK LINE RESTRICT WORK WITHIN CRITICAL ROOT ZONE OUTSIDE OF TREE PROTECTION FENCE AREA TO BE GRUBBED OF INVASIVE PLANTS, DRESSED WITH 4" ARBORIST CHIPS TDGG DPOTPrTIONI KIOTI=C- 1. TREE PROTECTION AREA SHALL BE DEFINED AS A CIRCULAR AREA WHICH HAS A RADIUS OF 12" TO EVERY INCH DIAMETER OF TRUNK PER CALIPER INCH. REMOVE FENCE ONLY AFTER ALL CONSTRUCTION IS COMPLETE. 2. DO NOT USE AREA BEYOND THE CLEARING LIMITS FOR ANY REASON. USE OF THE AREA WITHIN THE FENCE SHALL BE ONLY AS APPROVED BY OWNER, 3. CONTROL SOIL MOISTURE WITHIN THE TREE PROTECTION AREA. PREVENT FLOODING OF THE SOIL AND PROTECT ROOT AREAS FROM RUNOFF FROM CEMENT, OIL AND ALL OTHER CONTAMINANTS. 4. THE FOLLOWING STEPS SHALL BE IMPLEMENTED FOR REMOVAL OF TREES WITHIN THE CRITICAL ROOT ZONE OF TREE TO REMAIN: A. REMOVE TREE BRANCHES TO AVOID DAMAGE TO THE CANOPY OF TREES TO REMAIN. B. NO MACHINERY SHALL BE USED FOR TREE REMOVAL. C. GRIND STUMPS TO 6" BELOW FINISH GRADE, DO NOT EXCAVATE. 5. CUT OFF ROOTS CLEANLY WITH APPROPRIATE TOOL WHEN ROOTS ARE EXPOSED DUE TO APPROVED DEMOLITION ACTIVITIES, AVOIDAILTEARS AND BREAKS IN ROOT SURFACES. DURING THE TIME OF EXPOSURE KEEP ROOTS MOIST WITH WET MULCH, COMPOST OR TOPSOIL, HAND DIG TRENCHES IN AREAS WITH EXTENSIVE ROOTS. LEAVE INTACTAND UNDAMAGED ROOTS LARGER THAN TWO INCHES IN DIAMETER. PLACE UTILITY CONDUIT EITHER UNDER ROOTS BY TUNNELING OR OVER ROOTS WITH 18" MINIMUM BEDDING. 6. CONTRACTOR SHALL PAY THE OWNER DAMAGES FOR EVERY TREE LOST OR IN THE OPINION OF A CERTIFIED ARBORIST IRREPARABLY DAMAGED AS A RESULT OF FAILURE TO PROTECT OR TO ADEQUATELY MAINTAIN EXISTING TREES. 7. DAMAGES TO BE PAID BY CONTRACTOR TO THE OWNER SHALL BE PER SEC 015639, 8. MAINTAIN TREE PROTECTION AREAS FREE OF WEEDS AND TRASH THROUGHOUT CONSTRUCTION. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 cescededesigirxolleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRO,lEOTAID. ......... .2015913 00 DRAWN BY: ST CHECKED BY: KK CAPYPIGIL aHtUNARCHITECT6 INC Zan OR DNA-CLEc s¢c V02' A TREE PROTECTION AND REMOVAL PLAN 2 3 N 5 9 E 9 C 7 13 SOILS NOTES: 1. ALL PLANTING AREAS INCLUDING HYDROSEEDED ECOLAWNS AND REPAIR AREAS, SHALL RECEIVE 2.5" COMPOST PER SEC. 329100 RIPPED AND MIXED TO A DEPTH OF AT LEAST 8". SEE LEGEND FOR PLANTING SOIL DEPTHS IN SPECIFIC AREAS. 2- ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY OF ANY KIND, INCLUDING STORAGE OF MATERIALS, SHALL RECEIVE FULL SUBGRADE PREPARATION PER SEC. 329100 INCLUDING COMPOST AND HYDROSEEDING PER SEC,329200 WHICH MEETS SWMMWW BMPT5.13- 3. PLANTING BEDS/ECOLAWN: SEE SEC. 329100, 4. CONTRACTOR RESPONSIBLE FOR ACCOMMODATING ANY FLUFF FACTOR OR SETTLING. DEPTHS SHOWN ARE MINIMUMS. PLANTING IS BIORETENTION AREAS V, 21, 2 1, SUBGRADE LEVEL, MAX. 1:1. SLOPE. DEPTH OF EXCAVATION TO ACCOMMODATE COMPOST AND SOIL DEPTHS. 2. RIP SUBGRADE TO 8"MIN. DEPTH 3, TILL OR RIP IN 2.5" COMPOSTTO 6" DEPTH OF RIPPED SUBGRADE. 4. PAVING S. PLANTING SOIL -DEPTHS VARY, SEE SOILS PLAN. INSTALL IN A MINIMUM OF 2 LIFTS. 1ST LIFT TILLED INTO PREPARED SUBGRADE. 6, TOPMULCH: 3-SCHES. 2-INCHESIN GROUNDCOVER AREAS. NOTES: A. AT END OF WARRANTY SUPPLEMENTTOP MULCH TO ACHIEVE FINAL TOTAL DEPTH OF 3" TOP MULCH. GROUND COVER AREAS TO HAVE 2" TOP MULCH. B. FINISH SURFACE OF MULCH TO BE/,,"BELOW ADJACENT PAVEMENT, C. ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY OF ANY KIND, INCLUDING STORAGE OF MATERIALS, SHALL RECIEVE FULL SUBGRADE PREPARATION PER SEC. 329100 INCLUDING COMPOST AND HYDROSEEDING PER SEC.329200 WHICH MEETS BMP T5.13. PLANTING BED & LAWN SUBGRADE PREP SCALE: 1" - 1'-0" 30" afflammumom SCALE: 1/2" En V-0" LEGEND BIORETENTION AREA-SUBGRADE PREP: 2.5" BIORETENTION SOIL TILLED INTO SUBGRADE, PLUS 18" BIORETENTION SOIL, 3" TOP MULCH DIE]LAWN - SUBGRADE PREP: 2.5" COMPOST 1 TILLED INTO SUBGRADE, PLUS 6" PLANTING SOIL EROSION CONTROL& SLOPE STABILIZATION E ] PLANTING - SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 3" PLANTING SOIL, EROSION CONTROL FABRIC, 3" TOP MULCH PLANTING AREA - SUBGRADE PREP: 2.5" COMPOSTTILLED INTO SUBGRADE, PLUS *-.Y. 12" PLANTING SOIL, 3" TOP MULCH FOREST RESTORATION AREA - PIT PLANTING ONLY, 3" TOP MULCH SEEDED GEOBLOCK- SEE SEC 321243 4" TOP MULCH - ARBORIST CHIPS 1. FULL SUBGRADE AND SOIL PREPARATION, ROTOTILL, DO NOT COMPACT, NO HEAVY EQUIPMENT ALLOWED (>6 PSI) (SEC 329100) 2. BIORETENTION SOIL (SEC 329100), SEE CIVIL FOR DEPTH ONO 3. TOP MULCH (SEC 329100): SIDE SLOPES: 1.5" COMPOST, 1.5" BARK BOTTOM: 3" COMPOST 4. CIP CURB, SEE CIVIL 5. EXISTING SUBGRADE 6. UNDISTURBED NATIVE SUB -GRADE WHERE BIORETENTION CELL IS ADJACENT TO CURB, WALK, OR PAVEMENT. 7. SEE CIVIL FOR UNDERDRAIN, IF NECESSARY NOTES A. ALL COMPONENTS (PLANTS, SOIL, MULCH) ARE REQUIRED FOR STORMWATER FUNCTION. B. PROTECT BIORETENTION CELLS FROM SILT, SEDIMENT AND CONSTRUCTION DEBRIS THROUGHOUT CONSTRUCTION (SEC 329100) C. NO HEAVY EQUIPMENT (>6 PSI) ALLOWED WITHIN BIORETENTION CELLS DURING AND AFTER EXCAVATION AND INSTALLATION TO PROTECT SUB -GRADE AND SOIL POROSITY, D. FOR SLOPES GREATER THAN 2.5:1 EROSION CONTROL BLANKETS PER WSDOT 9-14.5(2) TO BE USED. E. SEE CIVIL PLANS FOR EXTENT OF ARMORING, TO BE FIELD LOCATED. 3;7 ire:. oMPX'(UPF 1' MIN. TRANSITION ZONE 2% � 2'-6" N MIN 1" FOR 4:1 WITH 2'-6" TRANSITION ZONE 3 SLOPE ROUNDING 1. EXISTING OR PROPOSED FINISH SURFACE OF PAVEMENT (VARIABLE) 2. PROPOSEDSLOPE 3. EXISTING SUBGRADE NOTES A. SLOPE ROUNDING TO PROVIDE A GENTLE TRANSITION BETWEEN SLOPE CHANGES. FINAL GRADES ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT. B. FOR LAWN AREAS, THE TRANSITION SHALL BE ENOUGH TO ELIMINATE SCALPING FROM MOWING C. GRADE CHANGES SHALL BE GRADUAL. BLEND SLOPE INTO LEVEL AREAS. CONSTRUCT UNIFORM GRADES BETWEEN SPOT ELEVATIONS OR CONTOURS SHOWN. PROVIDE POSITIVE DRAINAGE AT ALL GRADING INTERFACES WITH EXISTING TERRAIN TRANSITION ZONE 1' 2MIN. % y ---- MIN 1" FOR 4:1 WITH 2'-6" TRANSITION ZONE 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C 17 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 ceacededesigrxolleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT Hp. ......... . 2015913 00 DRAWN BY, ST CHECKED BY: KK COPYRICIti M1^ANwM ARCHITECTS INC Zan ORCINA-CHEETSI2d W02" 1 1 2 1 3 1 4 SCALE: 1" = V-0" 5 111111111000��0000000��000 6 mm 2 3 N 5 9 E 9 C we 7 I1 1 ,Lam i ii VvO,OO.V.OVOvV VOV V-Vv=^23.S vVc235"/vVv VVvVv oVaG ..VVVmVVVVVPV vV 175'V 777V7V711 VVVOVV OVVVVvVVvvI vOVv Ov,Vv � O vvvvov vvvvvvvo V 235"oo vV 11v`23,5"V A',,",VV235 VVVVVV VIOV VVVOV VOOVOOV�,. i 17.5 17.5"51, ----- F T t I r„ t ll 5„ v 5 ITS"� � v. OR 1 t k k t _ ... ;. - - _ O v�� iT , - ° 85 CE ,_ 17.5 7 � vs' � 0 I 1 0 K i 17.5" i 7.5 , 4 t C, t i" -- =- - _ J a �r i \ T \ 1 _ - _ a L 85 1 i----- - -------- --------- i \ J i �17.5" _- + _, +* « „+ «+ ... +' «„ ++ « , 1 + + , + + , , + + ,85 . , ,*.-L.-.. . . :-"..,... +'.* +-.+ +.{ ,+*,. � « . + + '"Y 1 « , + + + + « + .+.__,..,,..,�,,,, ,+,,,,,_+_+_,.,.,...,.++++++, z,.A3 « O ,r i�+ ++ ,«« «««« �,,. + « +* , + « + *+'+'+'+* _ „ + « + «« .. , , ++++ , + «««+++ , + + ++ « +++ , « «« , «« i+++« „ ««««« + + « «+ i ++ + + + , « i< +« « ++++'+* « « i+ + «++ « « r p ;f s i « +' * * '+' C� +* , +* + , ,* « , , ,' + + + , , , + « « + + + +,++, O P *+* sO « + «* i« '« « + +` « « + + + }+i+ + + , « « « « + « +`+ + , 4 ` + + « « «_ ++++*+*,+,+.+++. . . . . ,.., , + , , , - , , , , , , + + x , « + + + « « .+ + + + + ++'+*+ / '+', , , + + +« + + « " . . . . +:.:-. . « « « « , + . .-. . . . .. « , « + \ O � t+'+'+`+'+ + + « « ,* 00 + + k ++* i ,�*,' * *+'+'.'+'+'+ X, « +, , « + , « , % , i i +«++++++ +,+ +++« ««««««««+«+++ «««« „' «« +« ««««++++ ++,«« +««, «««+++ « 1 +` + + +. i + i + _ + , + « « + « \ + + + + + + + + ' i, „ + i + r. 1 I ST, } t 1� Or 0�� 1 i i 1 LEGEND 23.5" BIORETENTION AREA-SUBGRADE PREP: 2.5" BIORETENTION SOILTILLED INTO SUBGRADE, PLUS 18" BIORETENTION SOIL, 3" TOP MULCH LAWN- SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 6" PLANTING SOIL EROSION CONTROL & SLOPE STABILIZATION [EH ` PLANTING -SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 3" PLANTING SOIL, EROSION CONTROL FABRIC, 3" TOP MULCH PLANTING AREA-SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 12" PLANTING SOIL, 3" TOP MULCH FOREST RESTORATION AREA - PIT PLANTING ONLY, 3" TOP MULCH —a SEEDED GEOBLOCK- SEE SEC 321243 om4" TOP MULCH - ARBORIST CHIPS SOILS NOTES: 1. ALL PLANTING AREAS INCLUDING HYDROSEEDED ECOLAWNS AND REPAIR AREAS, SHALL RECEIVE 2.5" COMPOST PER SEC. 329100 RIPPED AND MIXED TO DEPTH OF AT LEAST 8". SEE LEGEND FOR PLANTING SOIL DEPTHS IN SPECIFIC AREAS. 2, ALL AREAS IMPACTED BY CONSTRUCTION ACTIVITY OF ANY KIND, INCLUDING STORAGE OF MATERIALS, SHALL RECEIVE FULL SUBGRADE PREPARATION PER SEC. 329100 INCLUDING COMPOST AND HYDROSEEDING PER SEC, 329200 WHICH MEETS SWMMWW BMP T5.13, 3. PLANTING BEDS/ECOLAWN: SEE SEC. 329100. 4. CONTRACTOR RESPONSIBLE FOR ACCOMMODATING ANY FLUFF FACTOR OR SETTLING, DEPTHS SHOWN ARE MINIMUMS. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C EQ U 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URSAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesigirmmIlab.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT pRD,lEDT HD. .... 2015913 00 DRAWN BY, ST CHECKEI I BY: KK CAPYPIGITT MNNLUN ARCHITECTS INC Zan OR DNA-SNEc SIZE WF a2- 1 2 3 4 5 6 5 2 3 N 9 E T K" 9 C — I al ,.. CHAINLINK FENCE, 6 HT _ o _. Tp"l/T ., ,," _ ', I Y AT -_ �: �, _.- i . !1 / 1V1 A \ \ f `v FENCE AND RAILING LEGEND —,—,—,—,— BLACK PVC CHAIN LINK FENCE —o--�e— ORNAMENTAL FENCE 0 0 DOWEL FENCE .---- __.-.-.-.-.-.-.-.-.-.-._-- GUARDRAIL HANDRAIL, SEE ARCH UNLESS NOTED OTHERWISE /i SINGLE SWING GATE IV1 DOUBLE SWING GATE NOTES: 1, SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. ALL FENCE ANGLES TO BE 90' UNLESS OTHERWISE NOTED. 3. ALIGN FENCE PERPENDICULAR OR FLUSH TO FACE OF BUILDING WITH A 3.5" GAP BETWEEN BUILDING AND FENCE, TYR. 4. ALIGN GATES PERPENDICULAR TO AND CENTERED ON ROUTE OF VEHICULAR OR PEDESTRIAN PAVEMENT OR ROUTE OF TRAVEL, TYR. UNLESS OTHERWISE NOTED, 5. ALL GATES SHALL HAVE STANDARD LATCHES UNLESS OTHERWISE NOTED ON PLANS. 6. SEE DETAIL 7/L-203 FOR HANDRAIL INSTALLATION AT STAIRS AND RAMPS. SEE ARCH FOR ALL HANDRAILS UNLESS OTHERWISE NOTED ON PLANS. GATE SCHEDULE GATE NUMBER SWING HEIGHT WIDTH MATERIAL HARDWARE 1 SINGLE 3'-0" 20'-0' STEEL PIPE KNOXBOX 2 DOUBLE 4'-0" 12'-0" CHAIN LINK FULCRUM LATCH W/PAD LOCK 3 SINGLE 3'-O" 20'-0" STEEL PIPE KNOXBOX 4 SINGLE 4'-0" 6'-0" CHAIN LINK FULCRUM LATCH 5 SINGLE 4'-0" 5'-0" ORNAMENTAL EXIT HARDWARE W/CROSSBAR 6 SINGLE 6-0" 6-0" CHAIN LINK FULCRUM LATCH W/PAD LOCK 7 SINGLE 6'-0" 6'-0" CHAIN LINK FULCRUM LATCH W/PAD LOCK 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C EQ 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 cescededesigrxolleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. I<INKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIGITT PrAltUN ARCHITECTS iNC2an OR DNA-SNEc s¢c W02- FENCE AND RAILING LAYOUT PLAN 2 3 N 5 9 E C ■i �A 0 w z we 1{-"-----X--- X- ��--•---X------X X STAIR HANDRAIL, STAIR HANDRAIL "� "*� -/ " 2 =-° HAINIiNK FENCE, 6' HT -200 BOTH SIDES L,�200 BOTH ;-p / �l` Lam✓C BEGIN GUARDRAIL END GUARDRAIL - ENDGUARDRAIL BEGIN GUARDRAIL �. v I 2 CHAINLINK FENCE, 4' HE GATE LL 202 BLACK PVC CHAIN LINK FENCE —o—�� ORNAMENTAL FENCE DOWEL FENCE GUARDRAIL HANDRAIL, SEE ARCH UNLESS NOTED OTHERWISE SINGLE SWING GATE !Vi DOUBLE SWING GATE NOTES: 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. ALL FENCE ANGLES TO BE 90° UNLESS OTHERWISE NOTED. 3. ALIGN FENCE PERPENDICULAR OR FLUSH TO FACE OF BUILDING WITH A 35' GAP BETWEEN BUILDING AND FENCE, TAP, 4, ALIGN GATES PERPENDICULAR TO AND CENTERED ON ROUTE OF VEHICULAR OR PEDESTRIAN PAVEMENT OR ROUTE OF TRAVEL, TRIP. UNLESS OTHERWISE NOTED. 5. ALL GATES SHALL HAVE STANDARD LATCHES UNLESS OTHERWISE NOTED ON PLANS. 6. SEE DETAIL 7/L-203 FOR HANDRAIL INSTALLATION AT STAIRS AND RAMPS. SEE ARCH FOR ALL HANDRAILS UNLESS OTHERWISE NOTED ON PLANS. GATE SCHEDULE GATE SWING HEIGHT WIDTH MATERIAL HARDWARE NUMBER 1 SINGLE T-0" 20'-0" STEEL PIPE KNOX BOX 2 DOUBLE 4'-0" 12'-0" CHAIN LINK FULCRUM LATCH W/PAD LOCK 3 SINGLE T-0" 20'-0" STEEL PIPE KNOX BOX 4 SINGLE 4'-0" U-0" CHAIN LINK FULCRUM LATCH 5 SINGLE 4'-0" 5'-0" ORNAMENTAL EXIT HARDWARE W/CROSSBAR 6 SINGLE 6-0" 6'-0'' CHAIN LINK FULCRUM LATCH W/PADLOCK 7 SINGLE 6'-0" 6'-0" CHAIN LINK FULCRUM LATCH W/PADLOCK 6TiT®I[4L Ago 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C N] U 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IDA71IIRil%\:141mIII 4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 ceacededeslgrxolleb. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. I<INKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIGITTM1^ANLUN ARCHITECTS iNC2an OR DNA-CLEc s¢c W02- A FENCE AND RAILING LAYOUT PLAN 1 2 3 4 5 o�0000000� 6 2 I N 5 9 E 7 C 1 F i Tp ' tR i I I i I— i i I 1 I a 1 I 1 1 l i i i I I I I I i I i i I 1 ( I 1 1 i i Y IN - : - N �P �T-�if rc if �X XFF- �v � - 1 v" „�r�,��.,,x.rvav�r�££.,`"'�'--�--�A� a... ,-.. tr. TA >r Rio- _..:.. I ;` � ,�.� ;e i x ;. �., . �,.._.'-. . �:.-,-�w-; .'...-,.,.. ,«..w.«a-`x fir. "'"r�'. . t x_xr .a,.,.,� »,..,.s �a,ax' �.. 1 ..` ',.,,ii..:' 1 s .:'. p , r"- ,i Y .' , 'i: 4 •," a,r £ «�,«'a 'y 1 TO r ,SEE SHEET L-104 SEE SHEET L-105 I x TO I «dx a : • I: , t x,.,; £�. ----. i.«a t y — — TI £ � oTnoo an I � a .......: .... ....«,.,... a oovnov vvovv » IT IT { SEE SHEET L-101. x,LJ . 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I :,�` ho ro,. .a rom.»"o ..,: , Jw - :..: as e< „n .w 'K . ,n ,� so- vp: , ,.� n :".�, t .:, '"': ,',. �,•': ::'+' i % aos / I FrFnln RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS PLANTING AREA LAWN AREA/PLAYFIELD v'v ovao v o v v o r BIORETENTION AREA Iroovoo� GEOBLOCK PAVEMENT EZPEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL O(D LANDSCAPE BOULDERS LOG BENCH i I I BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE TRASH AND RECYCLING RECEPTACLES e . ROPOSED TREES 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX E E 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesigirxollaI STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 TA Edmonds' i` SCHOOL DISTRICT Each student learning, every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp.lECT HD. ......... ._2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIatrt PRAILUN ARCHITECTS iNC2an OR DNA-CLEc s¢c W02- �T 11 Lp �G.S I A, 5 9 2 I N I FGFND RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS TREES, PLANTING AREA LAWN AREA/PLAYFIELD o "vv44v wove BIORETENTION AREA vvvvvo GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVERS I REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL ©(:) LANDSCAPE BOULDERS �— LOG BENCH 1 1 BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE TRASH AND RECYCLING RECEPTACLES 46ROPOSEDTREES o E 9 C I I Nrz TP 1 <' .. TP NN 2 s y TSO 450 .. ....... TP ""`-�- TI' TP .. 7P TP TP a.,TF — TP" '"— TP i ` To _ dl''..;, TP r' v A A, V V V V V V V . 4 t+: d 4 [, v ,... 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SOCCERFIELD ++-+- + + + t t _ +i:' e 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C EQ 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 ceacededesigirxolleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRO,IEDT Njo. ......... 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPVPIGILL avItUN ARCHITECTS iNC2an OR DNA-CLEc s¢c W142- SITE LAYOUT AND GRADING PLAN 2 3 N 5 9 E C 7 III LEGEND 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C E U 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IDA711IRil/_\d41:lYEI1100111114 1 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 comimcledesWcollabcm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIa1TTM1^ANLUN ARCHITECTS iNC2an OR DNA-CLEc s¢c W02- A SITE LAYOUT AND GRADING PLAN 1 2 3 4 5 o�0000000� 6 2 3 N 5 9 MWE1y\Ial E 9 C SHEET L-103 f k T� ATHLETIC ASPHALT WITH TRACK SURFACING (ADD ALT 01) L�2.03�A, z TRACK CROSS SECTION (ADD ALT 01) ,L-zo3A 3 6 LANE TRACK LAYOUT (ADD ALT 01) SHEET L-106 3 +.+ + +k+F++$ $ +} } tttt+t T ttt t +++ + + + + $ } *+ t tttxtt t t } # k + + + ++t t t t + 1 !+k + + + + + + * + t t E T t'+ 4 { c + . * } + $ t # t ++t4t trt t+t; } {++}+ } + + $ $ + i f + } t t tt$ } + + + 3 e s *% + + _RI, t +1 1 Y 4 4 4 it > i++ i k, 4#4 i+ t* t*rt## + #4A4*4M1 k$#+# * x m a t n t + + a a,g^, a � e # e'+t S1+ R121 6J t R + � x YI , R126 9 T w a 1 i, + Cy 01 It + Ir f�f ,. ti �+ 1 x + c # a 1 44 4 i « + + �. / + + t+tt +t tt tt _k#t + ## x: + 4, f i + + +}++ a i r t t a � 1 `+ '+ + o + + , ,+ + . +t -H . + r a ,. + + i + + i 1 . ' F' + 328-0�� ( i 5 i� LANDING PIT -PLAN VIEW (ADDALT01) V ( T _ _— — - LANDINGPIT-SECTION(ADDALT01) .L 203A, i 1 D-ZONE CURB_. RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS PLANTING AREA LAWN AREA/PLAYFIELD c ,-ro-oo v o aVo v BIORETENTION AREA P O I \ V GEOSLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT - PERMEABLE PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL fl LANDSCAPE BOULDERS LOG BENCH 1 1 1 BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE TRASH AND RECYCLING RECEPTACLES ROPOSED TREES 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C E U 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX la�r�::mr•.��ay:::rxwcir::il CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHRECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cescieledesWcollab.I STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECTAO. ......... ..20159"13:00 DRAWN BY, ST CHECKED BY: ....... ..--.. KK CAPYPIGITTMANLUN ARCHITECTS iNC2an OR DNA-CLEc s¢cWin- A SITE LAYOUT AND GRADING PLAN (ADD ALT 01) 1 1 2 1 3 1 4 1 5 6 1 1 ' 2 I 3 14 ' 5 1 6 E C 7 AI SCALE: 1/8" - V-0" LEGEND r IIII��.... RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE _ ROCKS, LOGS ON 6" DEPTH WOOD CHIPS _ PLANTING AREA LAWN AREA/PLAYFIELD -i- -- -''. 1 7 .T 7 7, BIORETENTION AREA -----� GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVERS m -F REFER TO CIVIL FOR LAYOUTAND GRADING 2 3 CIP SEAT WALL OR PLANTER WALL oo LANDSCAPE BOULDERS ��j LOG BENCH BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE 4 LASH AND RECYCLING RECEPTACLES IOPOSED TREES 5 6 ;. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLLIM ARCHITECTS INC D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 comimcledesWcollabcm STATE OF WAS I'T I NGTON RECISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,IEDT1yq, ......... 2015913.00 DRAWN BY, ST CHECKED BY: ....... ..--.. KK CAPYPIa1TTISANLUN ARCHITECTS INC Zan ORIOINALCNEcs¢cW02- A SITE LAYOUT AND GRADING PLAN - ZONE A L-103 3 N 5 2 9 E 9 8 S2av,.3D I L,.. f 'CI(a,VING L§b.:ir C M C e, 0 C KITCHEN CH S Ste. S"'1n {I,,,.. RY IPRE iALLWAY LIBRARY 2 POROUS PAVERS L t-c hA l 3 DRIP EDGE POROUS PAVERS L. STORAGE GREEN 1 Gr.Gnln RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS PLANTING AREA LAWN AREA/PLAYFIELD ooa000 v a v-v o BIORETENTION AREA OOV VOO GEOBLOCK PAVEMENT EzPEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL O(D LANDSCAPE BOULDERS tv. LOG BENCH 1 1 1 BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE TRASH AND RECYCLING RECEPTACLES 46 ROPOSEDTREES 51 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C E 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IDA711IRil/_\d41:lYEx4I[i11141 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cescatcledesWcollaI STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each Student learning,: everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRO,IEDT No. ......... 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYRIQrLMANLUN ARCHITECTS INC 2an OR RNA-CLEc s¢c W02- SITE LAYOUT AND GRADING PLAN - ZONE IS 1 ' 2 I 3 14 ' 5 1 6 E 9 C r - - 7 - CONCRETE RETAINING WALL L M 456.48 TW 454.98 FG--_--- _—__ 457.33 TW 454.98 FG j 454.85RIM '-_ ) ` e RIM 456.48TW 4 454.98 FIG 454.98 in 456.48 TW 456.08 FG '. 456.48 TW 454.98 FG — - ''T £ "s POROUS PAVERS L 2$0 4454 "U �c±( r T 0 N I� 1 // Lam✓ 456.48 TN 454.98 FG 454.98 FG 454.85 RIM 456.48 TW 454.98 FG M GROUP R"F_1h iorck T-"4 0 f L rJ 3 ( m1 MECR""'� ry�� ,. Tom' 7- 456.48 TW d ; L—. ,.. 454.88 FG 5M GROUP 0 456.48 TW 456.08 FG CONCRETE RETAINING WALL L-200 LC h RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS PLANTING AREA LAWN AREA/PLAYFIELD -- --------------- ovovoc c c v v e - BIORETENTION AREA ccccco GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT ---------------- PERMEABLE PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL O(Z) LANDSCAPE BOULDERS LOG BENCH III BIKE RACKS OUTDOOR LEARNING TABLES FLAG POLE TRASH AND RECYCLING RECEPTACLES a .4 ROPOSED TREES 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URSAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cesimcledesWcollaI STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRojECT HD. ......... ._2015913.00 DRAWN BY, _DB CHECKED BY: CB CAPYPIGITTM1^ANLUM ARCHITECTS wa2an OR INA-CLEc SIZE .C)C42" SITE LAYOUT AND GRADING PLAN - ZONE C 1 ' 2 I 3 14 ' 5 1 6 4Sb UB I-b 1 ,`l L E 13 MATCH LINE -SEE SHEET L-104 V U V T'17 `J \., 453 .75 v V � V v V V7 �... TJ / � �j' n RIM 77 V '7 v V✓ v�� 777, ( V ✓'1 TEF ....... ........ _ 7 0 -._- o- 7 0 --._. SITE PLAN - ZONE D 1 SCALE: lj8" = 1'-0" OOP040 RUBBER TILE SAFETY SURFACING oPv aVv o o BIORETENTION AREA REFER TO CIVIL FOR LAYOUT AND GRADING ENGINEERING WOOD CHIP SAFETY SURFACING GEOBLOCK PAVEMENT CIP SEAT WALL OR PLANTER WALL [ TREESNATURE, ROCKS, KS, LOGS ON 6" DEPTH WOOD CHIPS PLAY PEDESTRIAN/VEHICULAR CONCRETE Q LANDSCAPE BOULDERS PLANTING AREA ASPHALT PAVEMENT �1 LOG BENCH III BIKE RACKS LAWN AREA/PLAYFIELD PERMEABLE PAVERS OUTDOOR LEARNING TABLES 1 2 FLAG POLE TRASH AND RECYCLING RECEPTACLES 4 )ROPOSED TREES o � 3 453.75� , .\v V7 �✓ �.. V 7j7'. RIM V � V �455 � n V V7 7 `7 E7 \ i Vy V A___r V n v 7y ._6 q q 4 1 5 1 6 71 COLUMBIA 1 FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHRECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 ceewdedesWcollabcm STATE OF WAS NGTON RECISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT pRD,lEOT HD. .... 2015913 00 DRAWN BY: ST CHECKED BY: KK COPYRIQrHa UMARCHIC-CTS.INC 2011 OR DNA-CrEc SIFEW,42- A SITE LAYOUT AND GRADING PLAN - ZONE D L-106 1 ' 2 I 3 4 ' 5 6 E C ITS) TOP OF STEP (BS) BOTTOM OF STEP --- 2%TYP e, c ° a RISER TREAD 5:16 STAIRS: A 5 , B =16 6:14 STAIRS: A 6', B =14" < UNLESS OTHERWISE NOTED ON LAYOUT d. 2. 3. 4. 5. 10 7. 8. RISER DIMENSION DETAIL 12" /x TYP.�� 5" MIN.TYP. CONCRETE STAIRS SCALE: 1" = 1'-0" 1" TYP. 2" MIN TYP 1/2" RADIUS (TYP TS AND BS) L�v�v-�rvr�.r 1 7 ° 1 d O4 a 1 1 ISOLATION JOINT WHERE STAIR ABUTS �° ° d CONCRETE PAVING, TYP a4 2 SAFETY NOSING SCORE ON TREADS, TYP. a 3. MIN 3 SCORE LINES % DEEP. SPACING PER ♦° ° ° SAFETY TREAD TOOL ° a 4. ADJACENT CONCRETE PAVING / ---- 5. 95% COMPACTED SUBGRADE (SEC 310000)OR 4"MIN. CRUSHED SURFACING TOP COURSE PER WSDOT SAFETY SCORING DETAIL 9-03.9(3) COMPACTED 95% 6. 4" MIN CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED 95% 7. #4 DEFORMED REBAR TYP. 8. #4 @ 18" O.C. 9. #4 X 14" 2424' @ 18" O.C. 10, CONCRETE STAIRS, BROOM FINISH 11. HANDRAIL NOTE: 11 A. ALL STAIRS SHALL HAVE HANDRAILS BOTH SIDES UNLESS OTHERWISE NOTED ON ECE �- EQ. a PLANS. + a z a 10 1= m } d } > Rc -4 �� dx 6 72" MAX - If7lBLileB 3 v m 12' S 6 d a 7 GRADING PER CIVIL, 7 R 8.3 % MAX -PL a a a a s a d a G d Y.d a a rid d Od' 1 d. G n `d G o d a o � a a c a d ° a 2" TYP. d a Ga a_a d �.. a a a d a d RAMP HANDRAIL SCALE: 1" = 1'-0" STAIR HANDRAIL SCALE: 1" = 1'-0" 1. 1.5"0 STD STEEL PIPE WITH FULL DEPTH FILLET WELDS GROUND SMOOTH. 2 1-1/2" X 1/2" STEEL BAR, TYP. EACH END (SEC 055000) 3. PROVIDE SLIP JOINTS AT EACH HORIZONTAL MEMBER, LOCATE ONCE EVERY 3 PANELS (APPROX. 18' APART). SEE DETAIL B. 4. SLIP FITJOINTATTOPAND BOTTOM RAILS 5. 2" CORE DRILL IN CONE RAMP WALL TO RECEIVE 1-1/2" POST AND NON -SHRINK, NON-METALLIC GROUT 6. RAMP WALL 7. RAMP SURFACE S. 1/2" X 3" X 4" GALV PLATE WITH 1/2" X 1-1/2" SLOT TO ACCEPT BAR, EPDXY IN PLACE 9. HANDRAIL TO EXTEND 12" BEYOND TOP AND BOTTOM OF RAMPS NOTES A. RAILING TO BE SHOP GALVANIZED AFTER FABRICATION. B. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO THE GROUND, SLOPE OF HANDRAIL TO MATCH SLOPE OF RAMP AND LANDINGS C. PIPE DIAMETERS SHOWN ARE"NOMINAL" DIAMETERS AS GIVEN IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL D. PIPE MATERIAL SHALL CONFORM TO ASTM A 53 4 E CONTINUOUS SEAM -WELL ALL JOINTS, GRIND WELDS SMOOTH, EASE 4„ ALL EDGES. DETAIL B: SLIP FITJOINT 1. SEGEMENTAL BLOCK WALL BATTER FROM VERTICAL (SEC 32 32 23) 2. SEGMENTAL BLOCK UNIT 3. FINISH GRADE 4. WELL -GRADED GRANULAR WALL ROCK 0.25 IN TO L5 IN (5 MM TO 38 MM) LESS THAN 10% FINES 5. 4" PVC PERF PIPE, MIN 5" SLOPE AND TIE TO SITE DRAINAGE 6. EXISTING SUBGRADE 7. SEGMENTAL BLOCK CAP UNIT, GROUT TO SEGMENTAL BLOCK UNIT 1.5" DIA PIPE 1. 1-1/2" DIA PIPE HANDRAIL WITH CONTINUOUS RAIL, FULL DEPTH FILLET WELDS GROUND SMOOTH 099000 PAINT (SEC 055000) 2. 1-1/2' X 1/2" STEEL BAR, TYR EACH END (SEC 1y 1.5" DIA PIPE RAIL, 3. 11/2" O.D.) 099000 PAINT SCH 40 PIPE RAIL (SEC 057300) / GRIND BAR O r1 4. 2" DIA CORE DRILL IN SLAB TO RECEIVE �_ 1-1/2" POST AND NON -SHRINK, NON-METALLIC FLUSH GROUT 5. 1/2" X 3" X 4" GALV PLATE WITH 1/2" X 1-1/2" FLAT BAR, EASE / - FLAT BAR, EASE EDGE SLOT TO ACCEPT BAR, EPDXY IN PLACE EDGE, TYP, TYP, 099000 PAINT 6. PROVIDE (2) 1/2" DIA HOLES IN STEEL BAR TO BE 099000 PAINT GROUTED, TYP VA -7. INTERMEDIATE POST, 1-1/2" X 1/2" STEEL BAR, CENTERED IN TREAD, TYP. (SEC 055000) 8. ADJACENT CONCRETE PAVING ELEV AT SECTION AT 9. 5" THICK CONCRETE ALL AROUND, WHERE POSTS TERMINATION TERMINATION OCCUR 10. CONCRETE STAIRS, SEE #/LXXX A. TYP HANDRAIL END POST 11. R=41/2"@CENTERLINE 1.5" DIA PIPE RAIL, 099000 PAINT GRIND BAR --� FLUSH ti 1.5" DIA PIPE --- RAIL, 099000 PAINT ELEV AT MID SECTION AT MID POST POST B. TYP HANDRAIL MID POST .v. rvV nrva unvuu n.rry POSTS 72" TO 8'-0" MAX. ,• J. A FOOTING CONDITION PIPE GUARDRAIL SCALE: 231/256" = i'-O" NOTE A. RAILING TO BE SHOP GALVANIZED. RAILS TO FOLLOW LANDINGS WITH NO BREAKS, UNO. 1.5" DIA PIPE B. CONTINUOUS SEAM -WELD ALL JOINTS, GRIND RAIL, WELDS SMOOTH, EASE ALL EDGES. 099000 PAINT FLAT BAR, EASE EDGE TYP, 099000 PAINT ' . 16. LIJttC IIttILL U!(VUIIIVIx DETAIL C, SLIP FIT JOINT B. CORE DRILL CONDITION 1. CIP CONCRETE WALL, SMOOTH FINISH (SEC 033000) 14. SCH 40 GALV. STEEL SLEEVE OR CORE DRILL FOR RAIL. GROUT MOUNDED 2. %" RADIUS FOR DRAINAGE (SEC 033000), SEE CORE DRILL DETAIL 3. FINISH GRADE, CONDITIONS VARIES. SEE SITE PLAN 15. RAIL AS SHOWN ON SITE PLAN, SEE GUARDRAIL AND HANDRAIL DETAILS 4. #4 REBAR, CONTINUOUS, 12" O.C. MAX., HORIZ 16, GROUT 5. #4 REBAR, 15" O.C. MAX., VERT., ALTERNATE ORIENTATION FRONT/BACK. 17. ADJACENT SURFACE VARIES, SEE PLAN 6. 95% COMPACTED SUBGRADE (SEC 310000) OR 4" CRUSHED SURFACING NOTE: INSTALL SKATE DETERRENTS EVERY 36" O.C. WHERE WALL IS ADJACENT TOP COURSE PER WSDOT 9-03.9(3) TO PAVEMENT. 7. #4 REBAR, 30" O.C. MAX, TOP OF FOOTING 8. 2" X 4" KEY JOINT OR a" ROUGHENED SURFACE AMPLITUDE 9. DRAIN ROCK 10. 4" DIA HOPE SLOTTED PIPE, SLOPE AND TIE INTO STORMWATER SYSTEM 11. GEOTEXTILE FILTER FABRIC 12. ISOLATION JOINT 13. SLOPE TO DRAIN HT VARIES, SEE GRADING. OVER 4' HT SEE STRUCTURAL / A /CHAMFER \ 3/4" / 15\ / \ ... Ill IIFIT 11 LOST �1�° I. 66 I ° n 4 \\ rjdr i. 1// \\ i CORE DRILL DETAIL 3/4" CHAMFER SCALE:NTS DETAIL SCALE:NTS 3-1/2" TYP. 3/4" CHAMFER (TYP) SKATE DETERRENT / / \ BEYOND 3/4" CHAMFER DETAIL P SCALE: 1" = 1/2' d ( 2"CUR 4' 5 DETAIL (C SLIP FITJOINT 1, 2" 0 SCH, 40 GALVANIZED STEEL PIPE WELDED JOINTS TOP AND BOTTOM 2. 1" 0 SCH. 40 GALVANIZED STEEL PIPE, WELDED. 3. COMPACTED SUBGRADE 4. TOP OF CONCRETE WALL 5. PROVIDE SLIP FIT JOINT AT TOP AND BOTTOM RAILS. 6. 3" CORE DRILL IN CONIC WALL, TO RECEIVE 2" POST AND NON -SHRINK, NON-METALLIC GROUT TYPE E70XX GRIND NOTES. A RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION B. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE. C PIPE MATERIAL SHALL CONFORM TO ASTM A53 D REINFORCING STEEL ASTM A615, GRADE 60 E PROVIDE SLIP JOINTS AT EACH HORIZONTAL MEMBER, 200O.C. MAX. F. CONTINUOUS SEAM -WELD ALL JOINTS, GRIND WELDS SMOOTH, NO BURRS OR SHARP EDGES, G. POWDER -COAT ALL EXPOSED SURFACES BLACK. VARIES - SEE PLAN 1. CIP CONCRETE WALL, SMOOTH FINISH, SLOPE TO DRAIN (SEC 033000) 2. 1/2" RADIUS EDGES, SEE DETAIL AT SIDE 3. ADJACENT CONCRETE PAVING, CONDITIONS VARIES. SEE SITE PLAN 4. FINISHED SURFACE, CONDITION VARIES, SEE PLANS. 5. #4 STEEL REINFORCING BAR, DEFORMED, HORIZONTAL, 12" O.C. CONT, 2" CLEAR ALL SIDES 6. #4 STEEL REINFORCING BAR, DEFORMED, IS' O.C., VERTICAL, ALTERNATE ORIENTATION LEFT/RIGHT, 2" CLEAR ALL SIDES 7. 95% COMPACTED SUBGRADE (SEC 310000) OR 4" CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED 95% 8. #4 REBAR, 30" O.C. MAX, TOP OF FOOTING 9. ISOLATION JOINT 10. COMPACTED SUBGRADE 11, 2"A" KEY JOINT OR 1/4" ROUGHENED SURFACE AMPLITUDE 12, CONCRETE FOOTING, SLOPE TO DRAIN NOTE: A. PROVIDE SKATE DETERRENTS EVERY 3 FEET ON SIDES OF ALL WALLS ADJACENT TO PAVEMENT (SEC 129300). 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesiglmmII& .min STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. I<INKEAD CERTIFICATE NO. 765 Edmonds A SCHOOL DISTRICT Each student learning,: every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PgOJEDT No. ...................................................2015913.00 DRAWN BY, ST CHECKED BY: ....... ........ KK CAPYPIQI iMAHLUM ARCHITECTS INC 2011 CRICINALC"Ec SlE 90'142- A SITE DETAILS r CHEEKWALL AT STAIRS SCALE: 1" = 1'-0" rzya�aie�n SCALE: 1" = 1'-0" -7 CONCRETE RETAINING WALL SCALE: 1" = V-0" a CONCRETE SEATWALL SCALE: 1" = V-0" 1 2 3 1 4 5 1 6 2 3 N 5 9 E L FLUSH CURB OR CONCRETE THICKENED EDGE, SEE CIVIL 2. COMPACTED SUBGRADE 3. GEOTEXTILE FABRIC IF RECOMMENDED BY PROJECT GEOTEC14NICAL ENGINEER. 4. COMPACTED ENGINEERED BASE (SEC 321243) 5. REINFORCED GRASS PAVEMENT SYSTEM (SEC 321243) 6. CUT TO FIT REINFORCED GRASS PAVEMENT SYSTEM AT ALL PAVING EDGES 7. r" CHAMFER 8. CONDITION VARIES, SEE SITE PLAN NOTES A. WHERE REINFORCED GRASS PAVEMENT SYSTEM IS ADJACENT TO THICKENED EDGE CONCRETE NO CURB NEEDED. B. INSTALL TOPSOIL INFILL AND SOD PER SECTION 321243. SCALE: 1" = V-0" BUILDING SCALE: 1" = V-0" B. ADJACENT TO PLANTING 1. CONCRETE SIDEWALK WITH THICKENED EDGE OR FLUSH CURB. SEE PLANS. 2. PEDESTRIAN PERMEABLE INTERLOCKING CONCRETE PAVERS (SEC 321443) 3. LEVELING COURSE (SEC 321443) 4. CHOKER COURSE (SEC 321443) C. ADJACENTTO SIDEWALK SCALE: 1" = V-0" 1. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) 2. METAL EDGING (SEC 321500), SET 1/2" ABOVE GRAVEL AND PLANTING AREAS 3. PLANTING AREA 4. STAKE (SEC 321500) 5. SLOPE FINISH GRADE AND SUBGRADE TO DRAIN, MIN 2% AWAY FROM BLDG 6. 85-90% COMPACTED SUBGRADE (SEC 312000) 7. FACE OF BUILDING, SEE ARCH NOTE: A. WHERE CRUSHED SURFACING ABUTS PAVING OR CURBING, OMIT EDGING AND STAKES B. COORDINATE WITH BUILDING WATERPROOFING PRIOR TO INSTALLATION 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX D ID V. BELO1-�::. (9--W % 9 10 a BELOW C. EDGE CONDITION ABUTTING FENCING IN CONCRETE PAVING ]l�Sel#•ZiIiI �l�[�IiIJI�jt�fRel��[•II�[elLR�ei'/�\:��_L7:i\L��I�irY 1. FINISH GRADE, CONDITION VARIES. SEE SITE PLAN. 2. PLAY AREA PAVEMENT (SEC 321216) 3. PLAY EQUIPMENT SAFETY SURFACING (SEC 321816). INSTA PER MANUFACTURER'S RECOMMENDATIONS. 4. SAFETY SURFACE TRANSITION TILE. INSTALL AROUND ENTII PERIMETER OF PLAY EQUIPMENT AREA, PER MANUFACTURER'S RECOMMENDATIONS. 5. LEAVE 6" OF PLAY AREA PAVEMENT EXPOSED WHERE PAVEMENT ABUTS OTHER CONDITIONS. SEE SITE PLAN. 6. BONDING AGENT PER MANUFACTURER'S RECOMMENDATIONS. 7, TAMPED EDGE 8. FENCING - SEE PLANS 9. 12" 0 CONCRETE FOOTING 10. CONCRETE PAVING (SEC 321613) NOTE: COORDINATE INSTALLATION OF PLAY EQUIPMENT SAFETY SURFACING WITH PLAY EQUIPMENT A. TYP EDGE CONDITION KINDERGARTEN PLAY SAFETY SURFACING SCALE: 1" - 1'-0" TETHERBALL POLE, INSTALL PER MANUFACTURER RECOMMENDATION. ALL PAINTSTRIPING 2" WIDE, WHITE PAINT (SEC 321723.13). DIMENSIONS ARE TO CENTER OF LINE TETHERBALL SCALE: 1/4" = V-0" ALL PAINT STRIPING 2" WIDE, WHITE PAINT (SEC 321723.13). DIMENSIONS ARE TO CENTER OF LINE y 2 2 A B- DC 4-- V HT LETTERING, CENTERED I i i i i i FOUR SQUARE STRIPING SCALE: 1/4" - V-0" I I � I I I I I I I I I I I I I I I I I I I I I I I I 2" WIDE I I 8" DEEP TYP. I I I 18,10 -L 3'TYP. I I zs" I I i m I I VERIFY T � I 10' POST FOOTING INSTALLED 'NOBSTRUCTED 19 9 PER MANUE SPACE PREFERABLE RECOMMENDATIONS T MIN ---------------- SO'OPTIMUM. ______ _ I - ------------------------------------------- HOPSCOTCH 'A' BASKETBALL STRIPING SCALE: 1/8" = V-0" t--46 b 4 7 2 12 3 io 11 5 8 9 1 10 I -I (1DC(YITf I -I ' R' 1. 12" LETTERING, CENTERED 2. 9" LETTERING, CENTERED NOTE: A. ALL PAINT STRIPING 2" WIDE, WHITE PAINT (SEC 321723.13). DIMENSIONS ARE TO CENTER OF LINE HOPSCOTCH'C' HOPSCOTCH'D' HOPSCOTCH STRIPING SCALE: 1/4" - V-0" 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fRJI�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHnECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 cescededesISrwmIleb c=i STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. I<INKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lEOT HD. ......... ._2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYRI IH MANLUM ARCHITECTS INC 2011 OR DNA-SNEc s¢c W02- SITE DETAILS 2 3 5 E C FLAGPOLE FOOTING SCALE: 1" = V-0" VEHICULAR PIPE GATE - WITH KNOX BOX SCALE: 1/2" = 1'_OFF 1. 180" SWING HINGE (TYP.) 2. CHAIN LINK FABRIC 3. 2" DIA. GATE FRAME (TYP. 4 SIDES) 4. 1-1/2" DIA. INTERIOR UPRIGHT 5. GATE POST - SEE CHART FOR SIZE 6. CONCRETE FENCE FOOTING 7, TRUSS RODS,LOCATEPERCLFMISTANDARDS- SEE CHART FOR QUANTITY 8. TENSION BAR (TYP. 4 SIDES EACH LEAF) 9. LATCH, LOCK AND DROP BAR 10, GALV. PIPE I.D. 1/4" LARGER THAN O.D. OF DROPBAR 11. ASPHALT PAVING 12' DOUBLE SWING GATE SCALE: 1/4" =1'-0" 1. SPUN ALUMINUM FLASH COLLAR 2. SEALANT 3. TOP OF CONCRETE TO SLOPE AWAY FROM PIPE 4. FOUR (4) HARDWOOD SPIKES 5. FINISH SURFACE 6. CONCRETE FOOTING, PER MANUFACTURER'S RECOMMENDATION 7. DRY SAND TAMPED IN PLACE AFTER PLUMBING 8. GALV. FOUNDATION SLEEVE 9. FOUR (4) STEEL WEDGES WELDED TO SLEEVE @ 90"INTERVALS 10. STEEL BASE PLATE 11. STEEL SUPPORT PLATE -WELDED TO SPIKE 12. STEEL GROUND SPIKE 13. ISOLATION JOINT @ ADJACENT CONCRETE PAVING NOTES: A. FENCE FABRIC ON GATES SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG TOP AND BOTTOM EDGES B. FENCING PER DETAIL THIS SHEET C. POST LENGTH FOR: 4' FENCE, POST = MIN 6'-6" 6' FENCE, POST = MIN 8'-6" D. CONCRETE OR GROUND AROUND POST AT GROUND LINE SHALL BE MOUNDED FOR DRAINAGE E. FOR GATE MATERIALS, HARDWARE AND INSTALLATION SEE SEC 323113. F. GATE HEIGHTSAME AS INDICATED FOR ADJACENT FENCE G. FOOTING WIDTH TO BE 4X POST WIDTH T-4' HEIGHT - 24" DEEP FOOTING 5'-6' HEIGHT- 30" DEEP FOOTING T-S HEIGHT- 36" DEEP FOOTING 9'-10' HEIGHT -42" DEEP FOOTING CHAINLINK FENCE SCALE: 1" = V-O" FOOTING DEPTH ("b" AND -T) PER FOOTING DIAMTER ("B" AND "D") AND GATE LENGTH ("L") L (FT.) 15' 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 GRAVEL; OR, SANDY D 2D' 2.0 2D ED 2.0 2.25 2.25 225 225 2,25 225 2.5 2.5 25 2.75 2.75 GRAVEL S-400 d 3,25 3,45 3.6 3.8 4.0 4.0 4,35 4.5 4.7 4,85 ED 5.0 5.1 5,25 5,25 5.35 B SO' b 0' SAND; SILTY SAND; CLAYEY D 2.5' 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.75 3.0 3.0 3.01 3.0 3,25 3_5 SAND; SILTY GRAVEL; CLAYEY d 3.3S 3.5 3.7 3.9 4,05 4,25 4.7 4.9 SA 5.0 5.0 5.2 5.35 5,5 5_5 5.5 GRAVELS=300 B 2.5' b 3.0' CLAY; SANDY CLAY; SILTY D 225 225 225 225 2,25 2,25 225 2,25 2.5 2.75 SO 3,15 3,35 3.6 3.85 SO CLAY; OR, CLAYEY SILT d AEL 43 4,55 4,75 5.0 5.2 5.75 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6,15 S-200 b 1.21' T B 4.15 L RECTANGULAR STEEL TUBE, TS 6 x 2 x 1/4, A500 2. RECTANGULAR STEEL TUBE, TS 4 x 2 x 3/1.6, AS00 3, STEEL TUBE 81F O.D.,STD., A53 4. STEEL TUBE, fi CO STD,, A36 5, PLATE STEEL, 3/4 x5"xl 1",A36 6, PLATE STEEL 112 x 3" x 10", A36 7. PLATE STEEL 1/2 x 3" x 3 1/2", A36 & PLATE STEEL, 112" x 3" x 3" 9, PLATE STEEL, 1/2" x 4" x 6", A36 10. PLATE STEEL, 1/2" x 4" x 12", A36 11. BEARING PAD, 1/2" x 4" 12. PLATE STEEL, 1/2" x 6" x 6" 13. ST EEL PIN ROD, 1" x T-5-3/4", A36 14. CONCRETE FOOTING 15. FINISHED SURFACE 16. LOCATIONS OF WHITE REFLECTORS, BOTH SIDES NOTES: A. DOUBLE GATES BUTT END -TO -END AND LOCK. B. COORDINATE POSTAND FOOTING INSTALLATION WITH CURB INSTALLATION. AVOID UTILITIES. FIELD LOCATE OPEN/CLOSED POSITION POSTS. C. GATES AND POSTS TO BE PAINTED SAFETY YELLOW. D. ALL OPEN ENDS OF RECTANGULAR STEEL TUBE TO HAVE RECTANGULAR POLYTUBING PLUGS INSTALLED MATCHING COLOR OF GATE. DOUBLE LEAF GATES OPENING GATE POST HINGE SPACE (S) FACE TO FACE RND SIZES POST TO UPRIGHT 8' O'• THROUGH 2.875" O.D. 2-1/4" 12'-0" 14'-0" THROUGH 4" D.D. 2-1/4" 24'-0" 26'-0" THROUGH 6,625" O.D. 3-1/2" 36-0" 38'-0" THROUGH 8.625" O.D. 3-1/2" 40'-D" DOUBLE LEAF GATES - BAYS OPENING BAYS PER LEAF TRUSS RODS PER LEAF 17'-0" THROUGH 2 1 32'-0" THROUGH 3 2 4(t O" 1. 23%" O.D. LINE P05TS 2. WIRE TIES @ 12" O.C. (TYP.) 3. KNUCKLED SELVAGE @ TOP & BOTTOM (TYP)-TOP SELVAGE SHALL BE Y" BELOW TOP OF FINISHED RAIL SURFACE (TYP ALL FENCING) 4. 1-5/8" O.D. TOP RAIL 5. BALL CAP WITH SET SCREW OR WELDED 6. 2-7/8" O.D. TERMINAL OR CORNER POST 7. GALVANIZED FENCING FABRIC (UNLESS OTHERWISE NOTED) 8. 1-5/8" O.D. MID -RAIL W/ HOG RINGS @ 12" O.C. 9. TENSION BAR BANDS/CLIPS @ 12" O.C. 10. SLOPE TOP OF CONE AWAY FROM POST 11. 12" 0 CONC FOOTING (TYP) 12. 1-5/S" BOTTOM RAIL W/ HOG RINGS @ 12" O.C. 13. 95% COMPACTED SUBGRADE (SEC 312000) OR CRUSHED SURFACING PER WSDOT 9-3.09(3) NOTES A. ALL FABRIC SHALL BE INSTALLED ON FIELD OR SCHOOL SIDE OF FENCE B. MID -RAIL AT FIRST PANEL ONLY FROM ALL TERMINAL POSTS FOR FENCES (SELL. AND LOWER, CONTINUOUS MID -RAIL ON ALL FENCES 8' HT AND TALLER. C. FOR FENCING MATERIALS AND INSTALLATION (SEC 323113) D. ALL FENCING IMMEDIATELY ADJACENT TO SPORTS FIELDS INCLUDING BACKSTOPS AND FENCING ATTACHED TO BACKSTOPS TO HAVE BOTTOM RAIL. ALL OTHER PERIMETER FENCING TO HAVE TENSION WIRE IN PLACE OF BOTTOM RAIL. E. 1" CLEAR AT PAVING AND CINDERS, 4" CLEAR AT LAWN OR PLANTING AREA F. PROVIDE FENCE CAP ON TOP OF ALL SIDELINE AND OUTFIELD FENCES FOR BALLFIELD AND GATES. SINGLE SWING GATE SCALE: 1/2" = V-0" DETAILS NTS L 180' SWING HINGE (TYP) 2. CHAIN LINK FABRIC 3. GATE POST - SEE CHART FOR SIZE 4. ADA COMPLIANT LEVER HANDLE WHERE SHOWN ON PLANS. HARDWARE MUST PROVIDE FREE PASSAGE IN BOTH DIRECTIONS OF TRAVEL. SEE DOOR SCHEDULE FOR ADA GATE HARDWARE 5. 2" DIA. GATE FRAME (TYP. 4 SIDES) 6. TENSION BAR (TYP. 4 SIDES EACH LEAF) 7. CONCRETE PAVING 8. CONCRETE FENCE FOOTING NOTES: A. CONCRETE OR GROUT AROUND POST AT GROUND LINE SHALL BE MOUNDED FOR DRAINAGE. B. FOR GATE MATERIALS, HARDWARE AND INSTALLATION, SEE SEC 323113 C. POST SHAPE TO MATCH ADJACENT FENCE D. GATE HEIGHT SAME AS INDICATED FOR ADJACENT FENCE E. FOOTING WIDTH TO BE 4X POST WIDTH F. ALL JOINTS OF FENCE FRAME TO BE WELDED TO MAKE A SOLID FRAME. G. POST LENGTH FOR: 4' FENCE, POST = MIN 6'-6" 6' FENCE, POST = MIN 8'-6" SINGLE LEAF GATES OPENING GATEPOST HINGE SPACE(S) FACE TO FACE RND SIZES POST TO UPRIGHT 3CO'F THROUGH 2.875" O.D. 2-1/4" 6'-0" w FILLW/3000 MAIN ST FINER PSI CORA 15` D "- -- 6" "-- - FILL W/3000 PSI--- 13-1/2" 11/2° 2 3 13' 3 J4" AT "OPEN" 1 POSITION 3/16 CDIV.. 4 2'R 1 1F1 12 ' 10-1/2" 2" OI _ _----------------- } --------- DRILL1-1/16" DIA 6 HOLE, TYP FOR �5 DRILL 1-1/8" DIA 9 HOLE, TYP FOR(9 10 7 8 45" 1 1./16" GfJ 3/1.6 > < TYP el- LAN VIEW C- LAN VIEW 8- LATE STEEL 1-1/2" FILLW/3000 PSI CONC. c LOCK POST 3/16 --1"WIDE LOT 1" L 3 6 13 5 9 1 �� 3/16 1„ 10-7/16" �� 3/16" DLLE7 1-3/4" 1-1/2" WELD, TYP 3/4" _______ _ in 1 7 �r io 2-5/8" 1' i"2 3/16 __ 3/16 I, -----------. � --i1/2 6 11-7/16" DRILLED HOLE ( 9 D- ETAIL SECTION 9- LATESTEEL --- N 2 T, 13 i.l 7 3/16 1" _.. g� 6._._. ._ 2 1/2 � 1„ = ----- 2"R 2 2---"---( O / C EXTENDED LENGTH PADLOCK, BY OWNER 1 3/16 SO � 3/16 81 ETAIL SECTION E- ETAL PLAN LATESTEEL 9 11 LATESTEEL 4 a 4 4 n . 4 4 12' 6' 6' a 4 4 2 aa 4 111 11 1111(1 11l ° 11 11 lll 4 11 1111°i l ll 4 a 4 \ a 4 1 a 4.: a 4.n. a 4a a 9 1111111111111111111111� ) PLAN 3 12' -'I 6. Hl � ELEVATION SCALE: 1/2" En V-0" 1 lillll 111 �litli° 111 111119111 I'll 11�1q11111 111 lllllll ll 111 1 (llal (ll( 1.11 �11111 gq1.1111 l )llll llll ll 7 111�.1�1111 ll� I Lill III II1�8 it'll III l ldlll111111 111 111 allllili 111 Li'llili'li1 lll �l 111 RIII I at 111 li ttttttttttttt 111 llllilllllllillll 1. CONCRETE WALK 2. HEAVY BROOM CONCRETE FINISH ON RAMP SURFACE 3, ISOLATION JOINT 4. TRANSITION CURB FLUSH WITH RAMP SURFACE AT ISOLATION JOINT, TYP. 5. ADJACENT PAVEMENT 6. 4" CONCRETE SLAB W/ THICK EDGE AT END 7. ROUNDEDEDGE 8. SAFETY PLAY SURFACING 9. COMPACTED SUGRADE TO 95% OR 4" COMPACTED CRUSHED SURFACING BASE CORASE (INSECT 9-03.9(3)) 10. CURB, TYP 11. SLOPE INDICATION ON RAMP. 1, 1" RADIUS, TYP. 2, PLAY SURFACING (321816) 3. CONCRETE CURB WALL 4. #4 REBAft 18" O.G. BOTH WAYS 5. 95% COMPACTED SUBGRADE (SEC 310000) OR 4" MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED 95% 6, GEOTEXTILE FILTER FABRIC 7. COMPACTED SUBGRADE TO 95% 8. ADJACENT PAVEMENT 9 ) 9. ADJACENT LAWN e 10.DRAINAGE, SEE CIVIL C SCALE: 1" = 1'-O" 71 COLUMBIA FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX C 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fRII�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCFETECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA SEIM (206) 628-91331 cmewdechoWncWhahmm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. K CERTIFICATE NO.. 765 765 Edmond' SCHOOL DISTRICT Each student learning,: every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT HO. .... 2015913 00 DRAWN BY, ST CHECKED BY: KK C PYRGIFT aF ARCHITECTS INC 2011 ORIpINALS E SIZE' .W,2. A SITE DETAILS 1 2 3 4 5 6 2 3 5 E C 911 m N m L RUBBERIZED TRACK SURFACING (SEC 321823.39) 2. ATHLETIC TRACK ASPHALT PAVING (SEC 321216,35) 3. CRUSHED SURFACING TOP COURSE (SEC 321216.35) 4. GEOTEXTILE FABRIC (SEC 321216.35) 5, SUBGRADE COMPACTED TO 95% DRY DENSITY (SEC 310000) 1 2 ATHLETIC ASPHALT WITH TRACK SURFACING (ADD ALT 01) SCALE: 2" = V-0" 1. SYNTHETIC TRACK SURFACING (SEC 321823,39) 2. LANDING PIT SAND (SEC 334617) 3. PERFORATE DRAIN PIPE (SEC 334617)-SEE GRADING PLAN FORINVERTS 4. 2" PAINTED LINE, WHITE (SEC 321823.39) 5. LONG JUMP TAKE -OFF BOARDS (SEC 129300.13) 6. TRIPLE JUMP TAKE -OFF BOARDS- PAINTED WHITE LINESTO NFHS STANDARDS 7. CAST -IN -PLACE CONCRETE CURB d Er) 3 a - - - - - 26' TYP. LANDING PIT - PLAN VIEW (ADD ALT 01 SCALE: 1/4" = 1' 0" 6" 9' 1. LANE LINE, 2" PAINTED, WHITE, TYP. 1, LANE LINE, 2" PAINTED, WHITE, TYP. (SEC 1. SYNTHETIC TRACK SURFACING (SEC 321823.39) 2. MEASURE LINE3. ATHLETIC ASPHALT WITH TRACK 321823.39) 2. LANDING PIT SAND (SEC 334617) SURFACING 2. TRACK BASE (SEE DETAIL THIS SHEET) 3. PERFORATE DRAIN PIPE (SEC 334617) -SEE GRADING PLAN 4. OUTSIDE CONCRETE CURB 3. ATHLETIC ASPHALT PAVING (SEC 321216.35) 4 FOR INVERTS 2" PAINTED LINE, WHITE (SEC 321823.39) 5. TRACK NUMBERING 4. RUBBERIZED TRACK SURFACE (SEC 321823.39) 5. LONG JUMP TAKE -OFF BOARDS (SEC 129300.13) 6. EDGE OF TRACK SURFACING 5. OUTSIDE CONCRETE CURB (SEC 033000) 6. 7. TRIPLE JUMP TAKE -OFF BOARDS- PAINTED WHITE LINES TO NFHS STANDARDS 6 CAST -IN -PLACE CONCRETE CURB Q� 7. 12, TRENCH DRAIN (334617) (5� TRACK CROSS SECTION (ADD ALT 01 SCALE: i" = V-0" 12' - 24' TRIPLE JUMP 32' TRIPLE JUMP d +Q 3' CUR, TYP. S-1% 71 11 LANDING PIT -SECTION (ADD ALT 01 SCALE: 1" = P-0" i 1' -REF CIVIL FLUSH 6 CONCRETE FIELD EVENT RUNWAY L-2203A, 137'-6" TYP. 6 CONCRETE FIELD EVENT RUNWAY LL-2�03A, L LANDING PIT SAND (SEC 334617) 2. CONCRETE CURB (SEC 033000), TOP OF CURB FLUSH WITH ADJACENT SYNTHETIC TURF RUBBER INFILL 3. Y," RADIUS TYP., LT. BROOM FINISH 4. ASPHALT PAVING 5. COMPACTED SUBGRADE (SEC 310000) 6. #3 REBAR, CONT. TOP AND BOTTOM 7. 95% COMPACTED SUBGRADE (SEC 310000, OR 4: MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9.03-9(3) COMPACTED TO 95% 8. GEOTEXTILE FILTER FABRIC (SEC 334617)-SLIT FABRIC OVER INFILTRATION TRENCH, 18" LONG SLITS, CENTERED OVER DRAIN PIPE, 6" GAP AT END OF SLITS 9. BASE STONE (SEC 321123.23) 10. 4" PERFORATED LATERAL DRAIN PIPE (SEC 334617) 3 TYP 345Ca 42"- --- 27" --- 6 LANE TRACK LAYOUT (ADD ALT 01 SCALE: 1/4" = V-0" LANDING PIT - SECTION (ADD ALT 01) VA 1. RUBBERIZED TRACK SURFACING (SEC 321823.39) 2. PEA ROCK/URETHANE PAVING (SEC 321123.33) 3. CONCRETE CURB 4. 4" MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED TO 95% 5. BASE STONE (SEC 321123.23) 6. FILTER FABRIC (SEC 321123.23) 7. SUBGRADE, SLOPE MIN V2%FOR DRAINAGE, 95% COMPACTED (SEC 310000) NOTE: TOP OF RUBBER INFILL FLUSH WITH RUBBERIZED TRACK SURFACING. D-ZONE CURB SCALE: 2" = V-0" 1. 2" PAINTED STRIPE, WHITE (SEC 321823.39) 2. RUBBERIZED TRACK SURFACING (SEC 321823.39) 3. CONCRETE, MAX. 0.1%SLOPE IN RUNNING DIRECTION, MAX. 2% CROSS SLOPE - SEE GRADING PLAN 4. ASPHALT PAVING 5. 4" MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED TO 95% (SEC 321123.23) CONNECT PERFORATED 6. COMPACTED SUBGRADE TO 95% DRY DENSITY (SEC 312000) DRAIN PIPE TO FIELD DRAINAGE TYP. - SEE NOTE: SYNTHETIC TURF INFILL FLUSH WITH TOP OF SYNTHETIC DRAINAGE PLAN TRACK SURFACING. T-6" TAKEOFF LANE - INSIDE TO INSIDE STRIPE, TYP. 9" TYP, CKSIRy 1 loss SCALE: 1" - 1' 0" 3'-6" TAKEOFF 71 COLUMBIA FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX C 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fRJI�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCFETECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 62.8-91331 commiciedesWumAlahmm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Ed111onds SCHOOL DISTRICT Each student learning,: every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT HD. ......... ._2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIGITTMANLUM ARCHITECTS iNC2an OR DNA-CiEc s¢c W,42' A TRACK AND FIELD DETAILS (ADD ALT 01) 1 2 3 4 5 6 ID 1 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IDA711IRil/_\d41:lYEI1100111114 1 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-9133I cesmcledesigmillatuccim STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRojECT HD. ......... . 2015913.00 DRAWN BY, _DB CHECKED BY: CB CAPYPIa1TTM1^ANLUM ARCHITECTS INC2an OR INA-CLEc SIZE .C)C42" A SITE SECTIONS 1 2 3 4 5 6 2 3 N 5 STANDARD IRRIGATION NOTES: U 9 1. SCOPEOFWORK: INSTALLATION OF A FULLY AUTOMATIC IRRIGATION SYSTEM TO PROVIDE IRRIGATION TO ALL SCHEDULED AREAS (SHOWN ON PLANS), WARRANTY AND MAINTENANCE. 2. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL INSPECT THE SITE, STAKE THE IRRIGATION SYSTEM PER THE PLAN. CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 3. PRIOR TO COMMENCEMENT OF THE WORK, SCHOOL DISTRICT FACILITIES STAFF,A/E, GENERAL CONTRACTOR AND IRRIGATION SUBCONTRACTOR SHALL MEET ON -SITE FOR PRE -INSTALLATION CONFERENCE. SEE SPECIFICATION SECTION 328000. 4. SEE SECTION 015639 FOR TREE PROTECTION. MAINTAIN CONSTRUCTION ACTIVITY WITHIN CLEARING LIMITS. 5. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULES, REGULATIONS, AND OTHER APPLICABLE STATE OR LOCAL LAWS. NOTHING IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 6. INSTALLATION AND MAINTENANCE OF IRRIGATION SYSTEM SHALL BE PER BEST MANAGEMENT PRACTICES PER IRRIGATION ASSOCIATION - W W W.I RRIGATION.ORG 7. IRRIGATION SYSTEM ENGINEERED BASED ON 42 PSI STATIC PRESSURE AT THE POINT OF CONNECTION (POC). 8. SEE THIS SHEET FOR LOCATION OF CONTROLLER. PROVIDE CONDUIT FOR CONTROLLER IN BUILDING FOUNDATION TO LANDSCAPE FOR IRRIGATION CONTROL WIRES. CONTRACTOR TO VERIFY QUANTITY, CONDUIT SIZE AND FINAL LOCATION WITH ARCHITECT. 9, MAINLINE SLEEVES WERE INCLUDED IN SITE DEVELOPMENT PACKAGE DATED 4-25-2014 AND AS-BUILTS TO BE PROVIDED, 10. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTING, SLEEVES,ETC. WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. SPRINKLER HEADS ARE SHOWN ACCURATELY, INSTALL AS INDICATED BY CENTER OF SYMBOL; ADJUST SPRAY HEAD ARC TO ELIMINATE OVER SPRAY ON ADJACENT PAVEMENT, BUILDINGS, FENCES, ETC. 11. IRRIGATION LINES SHOWN IN PAVING PARALLEL TO PLANTING BEDS SHALL BE LOCATED IN ADJACENT PLANTER. IRRIGATION LINES AND WIRING UNDER PAVEMENT SHALL BE SLEEVED. PIPELINES SHOWN PARALLEL ON DRAWING MAYBE PLACED INA COMMON TRENCH BUT SEPARATED BY AT LEAST 6 INCHES. ALL PIPES OF DISSIMILAR MATERIALS SHALL BE INSTALLED PER LOCAL CODES. 12. WARRANTY PERIOD- SEE SECTION 328000 13, SUBSTANTIAL COMPLETION OF THE IRRIGATION SYSTEM ACHIEVED AFTER CERTIFICATIONS FOR BACKFLOW PREVENTION DEVICE INSPECTION, POINT OF CONNECTION PRESSURE TEST, AND SYSTEM COVERAGE TEST ARE RECEIVED BY OWNER'S REPRESENTATIVE, OWNER`S TRAINING HAS BEEN COMPLETED, AS -BUILT DRAWINGS SUBMITTED, AND PUNCHLIST OF THE SYSTEM HAS BEEN COMPLETED, 14. PHYSICAL COMPLETION OF THE IRRIGATION SYSTEM ACHIEVED AFTER ALL PUNCHLIST ITEMS HAVE BEEN COMPLETED, AND APPROVED BY OWNER'S REPRESENTATIVE. 15. RAIN SENSOR TO BE INCLUDED IN SYSTEM. COORDINATE LOCATION AND CONDUIT TO CONTROLLER WITH GENERAL CONTRACTOR. 16. ALL LATERAL LINES SHALL BE SIZED AS FOLLOWS, UNLESS OTHERWISE NOTED ON DRAWING: 0-10 GPM: 3/4" 10-16 GPM: 1" 16-26 GPM: 1-1/4" 26-35 GPM: 1-1/2" 35-55 GPM: 2" 55-80 GPM: 2-1/2" 17, DO NOT ALLOW HORIZONTAL PIPE ELEVATION CHANGES TO EXCEED THE CAPACITY OF A SPRINKLER'S BUILT-IN CHECK VALVE. 18. PLACE BARE COPPER TRACER 6" ABOVE IRRIGATION MAINLINE PRIOR TO BACKFILLING TRENCH. LEAVE 6" OF COPPER TRACER VISIBLE IN VALVE BOXES. 19. PROVIDE ONE ZONE ISOLATION VALVE BEFORE EACH AUTOMATIC ZONE VALVE FOR MAINTENANCE. 20. LOCATE VALVES AND QUICK COUPLERS IN BEDS AT LEAST 24-INCHES OFF HARDSCAPE EDGES. 21. COORDINATE WITH CIVIL, MECHANICAL AND ELECTRICAL CONTRACTORS- 22. COORDINATE WITH IRRIGATION SYSTEMS 328000 AND FIELD IRRIGATION PLANS TO PROVIDE A FULLY FUNCTIONING SYSTEM FOR THE ENTIRE SITE. 23. PROVIDE A MINIMUM OF TWO SPARE CONTROL WIRES FROM CONTROLLER TO ALL SEGMENTS OF MAIN LINE(S). (NOT FOR TWO -WIRE SYSTEMS) IRRIGATION SCHEDULE 2016-10-26 11:12 SYMBOL DESCRIPTION BIORETENTION SPRAYS pop-up Plastic pop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. SHRUB SPRAY Plastic pop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. // TEMPORARY ABOVE GROUND IRRIGATION �� j Impact/Rotors on risers, above ground for meadow areas. To be removed at the end of establishment, TURF ROTOR spray Plastic pop-up spray rotor with metal riser. 6" pop-up. TURF SPRAY Plastic pap -up spray heads with plastic riser. 6" pop-up with MPR nozzle. SYMBOL MANUFACTURER/MODEL MV Rain Bird EFB-CP 2" Drain Valve BF Zurn 950XL 2" CC Rain Bird ESP-24SITE-W © Booster Pump Water Meter 1-1/2" Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fRJI�:IlR1\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 csscededeslgrxolleb. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. ITINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT HD. ......... . 2015913.00 DRAWN BY, _ RF CHECKED BY: KK CAPYRI IH MA1UAI ARCHITECTS INC2an OR INA-SNEc SIZE W,42' IRRIGATION MAINLINE PLAN 2 3 N 5 9 IRRIGATION SCHEDULE 2016-10-2611:12 E SYMBOL DESCRIPTION E BIORETENTION SPRAYS Plastic pop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. SHRUB SPRAY Plastic pop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. TEMPORARY ABOVE GROUND IRRIGATION Impact/Rotors on risers, above ground for meadow areas. To be removed at the end of establishment. TURF ROTOR 25'-45 Plastic pop-up spray rotor with metal riser. 6" pop-up. TURF SPRAY Plastic pop-up spray heads with plastic riser. 6" pop-up with MPR nozzle. MANUFACTURER/MODEL Rain Bird EFB-CP 2" Zurn 950XL 2" Rain Bird ESP-24SITE-W Booster Pump Water Meter 1-1/2" Irrigation Mainline: PVC Schedule 40 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IF, r11::wily, WAIIII : III cir«i1 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesigrxolleb. STATE OF WAS I'I I NGTON RECISTERED LANDSCAPE ARCHITECT ELEANOR K. I(INKEAD CERTIFICATE NO. 765 1A Edmonds' SCHOOL DISTRICT Each student learning, everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, _ RF CHECKED BY: KK CAPYPIGITTM1^ANLUM ARCHITECTS INC2an ORIOINALCHEc SIZE W a2' IRRIGATION PLAN L-301 2 3 W 5 U IRRIGATION SCHEDULE 1. IRRIGATION WATER METER 2. DOUBLE CHECK VALVE ASSEMBLY 3. MASTER VALVE 4. MANUAL DRAIN VALVE 5. PUMP, SEE SPECIFICATIONS G. FLOW SENSOR 7. QUICK COUPLER 8. VALVE BOX 9. VALVE ROUND 10. PVC IRRIGATION MAIN BIOISPRAYS Plasticticpop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. SHRUB SPRAY Plastic pop-up spray heads with plastic riser. 12" pop-up with MPR nozzle. TEMPORARY ABOVE GROUND IRRIGATION Impact/Rotors on risers, above ground for meadow areas. To be removed at the end of establishment. TURF ROTOR 25'-45' Plastic pop-up spray rotor with metal riser. 6" pop-up. TURF SPRAY Plastic pop-up spray heads with plastic riser. 6" pop-up with MPR nozzle. MANUFACTURER/MODEL Rain Bird ESP-24SITE-W Water Meter 1-1/2" Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 GENERAL NOTE: A. MINIMUM CLEARANCES BETWEEN ALL COMPONENTS SHOWN ABOVE SHALL BE GOVERNED BY STATE AND LOCAL CODES, OR MANUFACTURERS 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX IF, r11::mLy WAII II : III cir«i1 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHMECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesigrxolleb. STATE OF WAS I'I I NGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. I<INKEAD CERTIFICATE NO. 765 to Edmonds' SCHOOL DISTRICT Each student learning,: everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PRp,lECT HD. ......... . 2015913.00 DRAWN BY, ST CHECKED BY: KK OPYRCITTISANWM ARCHITECTS INC Zan 0R1NA_CNEETSI2d W02' IRRIGATION PLAN Lm302 2 3 5 9 E C Il L IRRIGATION WATER METER 2. DOUBLE CHECK VALVE ASSE 3. MASTER VALVE 4. MANUAL DRAIN VALVE 5. PUMP, SEE SPECIFICATIONS 6. FLOW SENSOR T 8. VALVE BOX 9. VALVE ROUND 10. PVC IRRIGATION MAIN GENERAL NOTE: A. MINIMUM CLEARANCES BETWEEN ALL COMPONENTS SHOWN ABOVE SHALL BE GOVERNED BY STATE AND LOCAL CODES, OR MANUFACTURERS RECOMMENDATIONS, WHICHEVER IS GREATER. B. FIELD LOCATE AND ADJUST TO FIT. POINT OF CONNECTION SCALE: 1" =1'-0" 1. FINISH GRADE NOTES: 2. PLANTING TOPSOIL - DEPTH VARIES A. ALL IRRIGATION LINES IN THE SAME TRENCH 3. NATIVE BACKFILL MATERIAL MUST HAVE MINIMUM 3" CLEAR BETWEEN 4, DETECTABLE MARKING TAPE PARALLEL PIPES. 5. BACKFILL SAND MATERIAL B. ALL SLEEVES SHALL EXTEND A MINIMUM OF (SEC 328000) 1-FOOT BEYOND LIMITS OF PAVING 6. MAINLINE OR LATERAL LINE C. INSTALL DETECTABLE MARKING TAPE OVER 7. CONTROL WIRING ALL MAINLINES 1 t TRENCHING AND BACKFILL SCALE: 1" = 1'-O" So] [me] m. •e o• SCALE: 1" = V-0" 1. FINISH GRADE 2. POP-UP ROTOR 3. SOD SQUARE, PER 329120 4. PLANTING SOIL/ROOTZONE MIX S. TRIPLE SWING JOINT 6. LATERAL LINE 7. SCH. 40 PVC TEE 1. LINE INTO DOUBLE CHECK, PER LOCAL CODE 2. DOUBLE VALVE BOXES BOLTED BACK TO BACK 3. BACKFLOW PREVENTER 4. SCH 40 PVC MAINLINE 5. PEA GRAVEL FOR DRAINAGE SCALE: 1" =1'-0" MAINLINE ISOLATION VALVE SCALE: 2" = V-0" POP-UP SPRAY HEAD SCALE: 1" = V-0" 1, VALVE BOX 2. FINISH GRADE 3. 6" PVC RISER PIPE 4. 3-4" BRASS GATE VALVE S. PRE -CAST CONCRETE BRICK 6. SCH. 40 MAINLINE 7. BRASS UNION 8. SCH. 40 PVC BUSHING 9, BRASS NIPPLE 10. 5/8" WASHED PEA GRAVEL DE/TOP OF MULCH !AY SPRINKLER NG JOINT TEE JE M INLET ONLY ON 'SPRAY HEADS. z N --------------- _,�-------------- 12" MIN.--_-_-_-_-_-_-__�,..-. MANUAL DRAIN VALVE SCALE: 1" =1'-O" QUICK COUPLER SCALE: 1" = VTO" CONTROLLER WALL MOUNT SCALE: 1" = V-0" 1. MANUAL DRAIN VALVE, INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE 2. VALVE BOX 3. 1" X 3" PROTECTIVE PVC NIPPLE 4. GRAVEL SUMP; 2 CF MIN. PEA GRAVEL 5, DOUBLE VALVE BOXES BOLTED BACK TO BACK 6. MAINLINE REDUCING TEE 7. I" CLOSE NIPPLE SCH 80 PVC 1. QUICK COUPLER 2. (2) STAINLESS STEEL WORM GEAR CLAMPS 3. 1-1/2" DIA. STEEL ROD, 30" LENGTH 4. SCH. 40 PVC ELBOW TxT 5. 1 CU. FT. PEA GRAVEL 6. FINISH GRADE 7. DOUBLE VALVE BOXES BOLTED BACK TO BACK 8. SCH 80 AVE NIPPLE TXT LENGTH AS REQUIRED 9. SCH 40 PVC COUPLING TxT 10. SCH 80 PVC NIPPLE TxT 11. SCH 40 MAINLINE FITTING 12. SCH 80 PVC NIPPLE 13. (2) SCH 40 PVC 90 DEGREE STREET ELLS NOTES: A. USE TEFLON TAPE ON ALL THREADED CONNECTIONS 1. AUTOMATIC CONTROLLER WITH LOCKING ACCESS DOOR 2. CONDUIT FOR 120 VOLT ELECTRICAL SERVICE WITH JUNCTION BOX 3. 2" DIA. PVC CONDUIT FOR COMMON AND CONTROL WIRES TO Y BEYOND EDGE OF BUILDING OR PAVING 4. BUILDING WALL 5. BUILDING FLOOR/FOUNDATION 6. FINISHED GRADE 7. SWEEP EL CONDUIT NOTES: A. ALL WIRES TO BE INSTALLED AS PER LOCAL CODE. B. VERIFY LOCATION PRIOR TO INSTALLATION C. INSTALL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS D. SEE STRUCTURAL FOR SLEEVING REQUIREMENTS THROUGH FOUNDATION E. PROVIDE CONDUITS TO LANDSCAPE FOR CONTROLLER WIRES, COORDINATE WITH ELECTRICAL CONTRACTOR FOR SIZE AND LOCATION OF CONDUITS SLEEVING SCALE: 1" = V-0" AUTOMATIC VALVE SCALE: 1" = l'-0' 1. FINISH SURFACE - PAVING 2. PAVING BASE COURSE 3. NATIVE BACKFILL MATERIAL 4. DETECTABLE MARKING TAPE S. PVC SLEEVE 6. CONTROL WIRING 7. CLASS 200 ELECTRICAL CONDUIT, MIN. 1" 8. MAINLINE OR LATERAL LINE 9. SAND BACKFILL MATERIAL (SEC 328000) NOTES: A. ALL IRRIGATION LINES IN THE SAME TRENCH MUST HAVE MINIMUM 3-INCHES CLEAR BETWEEN PARALLEL PIPES. B. ALL SLEEVES SHALL EXTEND A MINIMUM OF 1TOOT BEYOND LIMITS OF PAVING C. WHERE POSSIBLE, MAINS AND LATERALS OR SECTION PIPING SHALL BE PLACED IN THE SAME TRENCH. D. INSTALL DETECTABLE MARKING TAPE OVER ALL MAINLINES. 1, CONTROL WIRE, COILED 2. REMOTE CONTROL VALVE 3. VALVE BOX WITH LOCKING COVER 4. FINISH GRADE, CONDITIONS VARY, SEE PLAN 5. SCH. 40 PVC MAINLINE 6. (2) SCH. 30 UNIONS 7. 3" MIN. DEPTH 3/4" WASHED GRAVEL 8. PVC LATERAL PIPE 9. ZONE ISOLATION BALL VALVE 71 COLUMBIA FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX C 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224 4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N • LANDSCAPE ARCFETECTILRE + LREAN DESIGN 1402 30 Ave., Sufte 415, Seattle, WA 88KN (206) 628-SM 1 cescededw;IS olleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECTHD. ......... ._2015913.00 DRAWN BY, _ RF CHECKED BY: KK CAPYPI IH MANLUM ARCHITECTS waz011 OR INALSHEc s¢c9Peaz' A IRRIGATION DETAILS 1 2 3 4 5 6 Lm303 2 3 N 5 9 E 9 C 7 IV ^, - .. -. 1 Pool oAir_ _ 1 RY � r 1 rim rauaN "` ( curb Vill , I - i J I _ 1 y w w w -w I o I I W I I gap wl� w w w w w w w y w W w w J w w w y m m m m m w m m m m v w w m w w m m m w w w; I 1 i w y w w w w w w w w w w w w w w I w y w w s;w w w ." .r w w � w - � " w u � " w w w w w w w � s w �. A. W V W 0 0 I � ,✓ � � W � J, 4 � .✓ � � ,✓ ,✓ W >� W .L w 1, w. w � � i �+ w w w ,✓ m w w w- w a y `y w_ w w -...:✓ w w w W w w m w w w -✓ w w w w w w w w w w m m m r m w w _ w � —I w w w w J( m n _w _ m w m m m m m a v m m— w w m ,� e I w w i W w y w w w v ✓ TAo w w w'`..l / A " w o ) _. Kz ± +d " iNNT,N�q, phrdlt '1i 1 d ,I71 v 1 JI Taw P W, wl i i @ i I PLANT SCHEDULE 2016-12-02 14: TREES BOTANICAL NAME COMMON NAME CONT SIZE SPACING v Acer circinatum Vine Maple B & B 3" cal. As Shown Acer rubrum'Franksred' TM Red Sunset Maple B & B 2" cal, As Shown O Amelanchier laevis'Spring Flurry Spring Flurry Serviceberry B & B 3" cal. As Shown Betula platyphylla'Fargo TM Dakota Pinnacle Birch B & B 3" cal. As Shown - Carpinus betulus European Hornbeam B & B 2" cal. As Shown \, " Cends occidentalis Western Redbod B & B 2" cal. As Shown Chamaecyparis lawsoniana Port Orford Cedar B & B 2" cal. As Shown Parrotia parses Persian Parrotia B & B 2" cal. Multi -Stemmed, 3 min. As Shown 0 Platanus x acerifolia London Plane Tree B & B 2" cal. As Shown Primus x yedoensis'Akebono' Flowering Cherry B & B 3" cal. As Shown y Somalia japonica Japanese Pagoda Tree B & B 2" cal. As Shown a,� Thuja plicata Western Red Cedar #1 As Shown WRORS�� Tsuga heterophylla Western Hemlock #1 As Shown m Zelkova serrata'Musashino' Japanese Zelkova B & B 2" cal. As Shown "N" 00000 00000 00000 BIORETENTION AND PARKING ISLANDS Amelanchier alnifolia / Serviceberry (DT) IN) Arctostaphylos uva-ursi / Kinnikinnick (DT) (N) Cornus satires Kelseyi' / ' Keiseyi' Red Twig Dogwood Juncus effuses / Common Push (N) Juncus ensifolius / Dagger Leaf Rush (N) Lavandula stoechas/Spanish Lavender (DT) Mahonia nervosa / Low Oregon Grape (N) Polystichum munitum / Swordfern (DT) (N) Potentilla fruticosa `Goldfinger /'Goldfinger' Shrubby Cinquefoil Salix purpurea Nana'/ Dwarf Arctic Willow Scirpus microcarpus / Small -fruited Bulrush (N) Vaccinlum ovatum / Evergreen Huckleberry (N) NATIVE FOREST UNDERSTORY Amelanchier alnifolia / Serviceberry (DT) (N) Arctostaphylos uva-ursi / Kinnikinnick (DT) (N) Corylus cornuta / Western Hazelnut (N) Gaultheria shallon /Salal (DT) (N) Mahonia aquifolium /Tall Oregon Grape (DT) (N) Mahonia nervosa / Low Oregon Grape (N) Mahonia repens / Creeping Oregon Grape (N) Oemleria cerasiformis / Indian Plum (N) Polystichum munitum /Swordfern (DT) (N) Rhododendron macrophyllum / Western Rhododendron (N) Rosa nutkana / Nootka Rose (N) Smilacina racerl / False Solomon's Seal IN) Symphoricarpos albus /Strawberry (N) Vaccinlum ovatum / Evergreen Huckleberry (N) COURTYARD PLANTINGS Achillea millefolium / Common Yarrow IN) Aster subspicatus I Douglas Aster (N) Blechnum spirant / Deer Fern (N) Calamagrostis x acuthIcira `Karl Foerster' /'Karl Foerster' Feather Reed Grass Dryoptens erythrosora / Autumn Fern Gaultheria shallon /Stitt (DT) IN) Geranium macrorrhizurn Reven's Variety' / Seven's Variety Geranium Helictotrichon sempervirens / Blue Oat Grass FEET) Lavandula stoechas / Spanish Lavender (DT) Perimsetum alopecuroides`Hameln /`Hameln Dwarf Fountain Grass Rudbeckia fulgida / Black -Eyed Susan Stachys byzantina'Silver Carpet /`Silver Carpet Lamb's Ears HILLSIDE PLANTING Arctostaphylos uvamrsi / Kinnikinnick (DT) (N) Myrica catifornica / Pacific Wax Myrtle (DT) (N) Pines mugo / Mugo Pine Rhododendron macrophyllum / Western Rhododendron (N) Rosmarinus officinaiis-Prost'ratus` / Prostrate Rosemary (DT) Sedum x'Autumn Joy / Autumn Joy Sedum (DT) GEOBLOCK GROUNDCOVER Fragaria chiloensis / Coastal Strawberry (N) LAWN Turf Grass / Seed Mix #1 See Special Provisions I re rAIPI BIORETENTION PLANTING LAWN SHRUB PLANTING AREA PLANTING AREA WITH EROSION l (SHRUB CONTROL MATERIAL �� FOREST RESTORATION AREA - I_ - ------I PIT PLANTING ONLY, #1 SIZE NATIVE TREES AND SHRUBS WITH 3" TOP MULCH, T O.C. r SEEDED GEOBLOCK 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C "M CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206) 628-SM 1 cescededesigrxolleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT pRD,lECT HD. ......... ._2015913 00 DRAWN BY, ST CHECKED BY: KK CAPHRIGITTM1^ANLUN ARCHITECTS iNC2an OR DNA-CLEc s¢cWin- A PLANTING PLAN 1 ( 2 1 3 1 4 5 \OOI.O 6 � 1 1 2 3 N 5 9 E 9 C 7 I --. 14 1 I _ I 1 I 1 1 _ I pNe , IN ✓per 1 ING w` / 1 1� 1 .w Iw w 1 I � IW ( w ( TH IW i iw i Iw I Iw Iw 1 w w 1� a w wI PLANT SCHEDULE 2016-12-02 14:31 TREES BOTANICAL NAME COMMON NAME CONT SIZE SPACING V Acer circinatum Vine Maple B & B 3" cal. As Shown Ater Schrum'Franksred' TM Red Sunset Maple B & B 2" cal. As Shown oO Amelanchier laevis'Spring Flurry' Spring Flurry Serviceberry B & B 3" cal. As Shown Betula platyphylla'Fargo' TM Dakota Pinnacle Birch B & B 3" cal. As Shown Carpinus betulus European Hornbeam B & B 2" cal. As Shown �`"' Cards occidentalis Western Bedded B & 8 2" cal. As Shown / Chamaecyparis lawsoniana Port Orford Cedar B & B 2" cal. As Shown Parrota persica Persian Parrotia B & B 2" cal. Multi -Stemmed, 3 min. As Shown OPlatanus x acerifolia London Plane Tree B & B 2" cal. As Shown Prunus x yedoensis'Akebono' Flowering Cherry B & B 3" cal. As Shown P - Sophora japonica Japanese Pagoda Tree B & B 2" cal. As Shown / � - Thuja plicata Western Red Cedar #1 AsShownH � Tsuga heterophylla Western Hemlock #1 As Shown Zelkova serrata'Musashino' Japanese Zelkova B & B 2" cal. As Shown BIORETENTION AND PARKING ISLANDS Amelanchier alnlfolla /Serviceberry (DT) IN) Arctostaphylos uva-ursi / Kinnikinnick (DT) (N) Cornus sencea 'Kelseyi' /'Kelseyi' Red -Twig Dogwood Juncus effusus / Common Rush (N) Juncus ensifolius / Dagger Leaf Rush IN) Lavandula stoechas / Spanish Lavender (DT) Mahonia nervosa / Low Oregon Grape (N) Polystichum munitum / Swordfern (DT) (N) Potentilla fruticosa'Goldfinger /'Goldfinger' Shrubby Cinquefoil Sails purpurea Nana'/ Dwarf Arctic Willow Scirpus microcarpus / Small -fruited Bulrush (N) Vaccinium ovatum / Evergreen Huckleberry (N) NATIVE FOREST UNDERSTORY Amelanchier alnifolia / Serviceberry (DT) (N) Arctostaphylos uva-ursi/ Kinnikinniak(DT)(N) Corylus comuta / Western Hazelnut (N) Gaultheria shallon /Salal (DT) (N) Mahonia aquifolium /Tall Oregon Grape (DT) (N) Mahonia nervosa / Low Oregon Grape (N) Mahonia repens / Creeping Oregon Grape (N) Oemleria cerasiformis/ Indian Plum (N) Polystichum munitum / Swordfiern (DT) (N) Rhododendron macrophyllurn / Western Rhododendron (N) Rosa Turkana / Nootka Rose IN) Smilacina racemosa / False Solomon's Seal (N) Symphoricarpos albus / Snowberry (N) Vaccinium ovatum / Evergreen Huckleberry (N) COURTYARD PLANTINGS Achillea millefollum / Common Yarrow, (N) Aster subspicatus f Douglas Aster (N) Blechnum spicant/ Deer Fern (N) Calamagrostis x acutiflora "Karl Foerster' /'Karl Foerster' Feather Reed Grass Dryopteris erythrosora /Autumn Fern Gaultheria shallon / Salal (DT) (N) Geranium macrormbum'Beven s Variety / Beven's Variety Geranium Helictotrichon sempervirens / Blue Oat Grass (DT) Lavandula stoechas / Spanish Lavender (DT) Pennisetum alopecuroides'Hameln' / 'Hameln' Dwarf Fountain Grass Rudbeckia fulgida/ Black -Eyed Susan Stachys byzantlna'Silver Carpet' / Silver Carpet' Lamb's Ears HILLSIDE PLANTING Arctostaphylos uva-ursi / Kinnikinnick (DT) (N) Myrlca californica / Pacific Wax Myrtle (DT) (N) Plnus Ai Mugo Pine Rhododendron macrophyllum / Western Rhododendron (N) Rosmarinus officinalis 'Prostratus'/ Prostrate Rosemary (DT) Sedum x'Autumn Joy'/Autumn Joy Sedum(DT) GEOBLOCK GROUNDCOVER Fragaria chiloensis/Coastal Strawberry (N) LAWN Turf Grass / Seed Mix #1 See Special Provisions LEGEND BIORETENTION PLANTING LAWN SHRUB PLANTING AREA n SHRUB PLANTING AREA WITH EROSION CONTROL MATERIAL FOREST RESTORATION AREA- ( PIT PLANTING ONLY, #1 SIZE NATIVE TREES AND SHRUBS WITH 3" TOP MULCH, T O.C. SEEDED GEOBLOCK 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441 -047 8 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C "7 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededeslgrxolleb. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning,: everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROjEDT f Jo. ......... 2015913.00 DRAWN BY, ST CHECKED BY: KK CAPYPIGITTM1^ANLUN ARCHITECTS iNazan OR DNA-CLEc s¢c W02- A PLANTING PLAN 2 3 N 5 9 E 9 A E ' 9 1 DECIDUOUS TREE SCALE: 1" = V-0" 1, SPACE GROUNDCOVER AS INDICATED ON PLANTING PLAN, TRIANGULAR SPACING 2. TOP MULCH, DEPTH PER SEC 329100/02910 3. PREPARED SUBGRADE, DEPTH PER SEC 329100/02910 ROTOTILLED FIRST LIFT OF PLANTING SOIL INTO PREPARED SUBGRADE 4. UNDISTURBED SUBGRADE NOTES: A. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY GROUNDCOVER PLANTING SCALE: 1" = V0" 1. LANDSCAPE BOULDER (SEC 324000) 2. POUR CONCRETE TO ROCK EDGE 3. CONCRETE PAVING, SEE CIVIL 4. 95%COMPACTED SUBGRADE (SEC 310000) OR 4" CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED TO 95 % 5. PLANTING AREA LANDSCAPE BOULDER SCALE: 1" =1'-0" - EQUAL 1. GUY TRUNK TO STAKE PER SPECIFICATIONS 2. 2" X 2" X 10' PRE -STAINED STAKE. CUT TOP OF STAKE. 3. 6" BERM 4. 3" MIN. TOP MULCH LAYER -- DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNK 5. SET SO ROOT FLARE OR FIRST ROOT IS 1" ABOVE FINISHED GRADE 6. REMOVE BURLAP AND WIRE BASKET 7. BACKFILL WITH SOIL FROM PIT EXCAVATION. WATER SETTLE SOIL AFTER PLANTING 8. ROUGHEN SIDES AND BOTTOM OF THE HOLE 9. PREPARED SUBGRADE AND PLANTING SOIL PER SPECIFICATIONS (329100) 10, RETAIN UNDISTURBED NATIVE SOIL OR COMPACT PREPARED SUBGRADE FOR FIRM BASE 11, WHEN PLANTING TREES WITHIN PLANTING BED, EXTEND COMPOST MULCH TO EDGE OF BED. 12. BRANCHING HEIGHT PER PLANT SCHEDULE. NOTE A. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. B. PHOTOGRAPH PLANTING PIT WITH BURLAP, WIRE, ETC. LAID FLAT AT BOTTOM OF PIT. .,1 CONIFEROUSTREE SCALE: 1" = V-0" 1, 3" MIN. TOP MULCH - FEATHER BACK FROM STEM 2. PREPARED PLANTING SOIL 3. REMOVE BURLAP 4. SET SO FIRST ROOT EMERGING FROM MAIN STEM IS 1" ABOVE FINISHED GRADE S. ROUGHEN SIDES AND BOTTOM OF HOLE 6. COMPACT SOIL FOR FIRM BASE 7. PREPARED SUBGRADE AND PLANTING SOIL (SEC 329100) 8. WHEN PLANTING SHRUBS WITHIN PLANTING BED, EXTEND TOP MULCH TO EDGE OF BED 9. 6" BERM AROUND PLANTING PIT NOTES: A. DO NOT PLANT IN WET CONDITIONS, PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. B. SPACING TO BE TRIANGULAR UNLESS SHOWN OTHERWISE. SHRUB PLANTING SCALE: 1" = 1'-0" EROSION CONTROL PLANTING ON STEEP SLOPES SCALE: 1" =1'-0" 1. GUYTRUNK TO STAKE WITH#12 GALVANIZED WIRE AND 1/2" DIAMETER RUBBER HOSE 2. 2" X 2" X 10' PRE -STAINED STAKE, CUT TOP OF STAKE. 3. 6" BERM 4. 3" MIN. TOP MULCH LAYER - DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNK. V DIA. CIRCLE OF MULCH AROUND TREE 5. TOP OF ROOTBALL CROWN TO BE SLIGHTLY ABOVE GRADE OF PLANTING SITE 6. CUT AND REMOVE TOP 12" OF BURLAP. CUT AND FOLD DOWN ANY WIRE BASKET 7. BACKFILL WITH SOIL FROM PIT EXCAVATION, WATER SETTLE SOIL AFTER PLANTING 8, ROUGHEN SIDES AND BOTTOM OF THE HOLE 9. PREPARED SUBGRADE AND PLANTING SOIL (SEC 329100) 10. RETAIN UNDISTURBED NATIVE SOIL OR COMPACT PREPARED SUBGRADE FOR FIRM BASE. 11. WHEN PLANTING TREES WITHIN PLANTING BED, EXTEND COMPOST MULCH TO EDGE OF BED. NOTES: A. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. B. CONIFEROUS TREES PLANTED IN LAWN AREAS TO HAVE 4' DIAMETER COMPOST MULCH CIRCLE, CENTERED ON TRUNK. C. DO NOT ADD FERTILIZER FOR DOUGLAS FIR, HEMLOCK OR WESTERN RED CEDAR TREES. ADD 1 C.F. OF COARSE MEDIUM BARK FROM DOUGLAS FIR OR HEMLOCK TO PIT. 1. COMPOST BLANKET: 3" THICK MEDIUM COMPOST 2. PLANTING SOIL- DEPTH VARIES, SEE PLAN 3. COMPOST SOCK, 8" DIA. PER WSDOT STD PLAN 1-30.40-01 4. UNTREATED WOOD STAKE 5. NATIVE SUBGRADE, TRACKED PER 329100 6. CUTTINGS PER PLAN 7. SHRUBS PER PLAN GENERAL PLANTING NOTES 1, PRE -CONSTRUCTION MEETING REQUIRED PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS TO REVIEW CONDITIONS AND IDENTIFY COORDINATION REQUIREMENTS. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. VERIFY ALL UTILITY LOCATIONS, PADS, AND APPURTENANCES PRIOR TO PLANTING ACTIVITY. DO NOT BLOCK ACCESS TO UTILITY STRUCTURES. IDENTIFY DISCREPANCIES IMMEDIATELY TO LANDSCAPE ARCHITECT. 3. ESTABLISH SUB -GRADE ELEVATIONS THAT WILL ACCOMMODATE FULL PLANTING SOIL DEPTHS SHOWN ON SOIL DEPTHS PLAN AND IN SPECIFICATIONS. ACCOMMODATE DEPTHS TO ALLOW FOR COMPOST ADDED FOR SUBGRADE PREPARATION AND SUBGRADE OPERATIONS. 4. SUB -GRADE PREPARATION FOR PLANTING BEDS AND SEEDED AREAS SHALL BE AS FOLLOWS: A. RIP SUB -GRADE TO A DEPTH OF 12" B. REMOVE COBBLES, ROCKS, CONCRETE, ASPHALT AND OTHER DEBRIS OVER 1" IN DIA. C. TILL IN 2.5 INCHES OF ORGANIC COMPOST INTO THE SUB -GRADE TO A DEPTH OF EIGHT (8) INCHES. TILLING THE COMPOST INTO THE SOIL SHALL BE ACCOMPLISHED BY TILLING IT TWICE, THE SECOND TIME PERPENDICULAR TO THE FIRST. 5. ALL LANDSCAPE AREAS SHALL RECEIVE DEPTH OF PREPARED PLANTING SOIL PER SPECIFICATIONS (329113) AND SOIL DEPTHS PLAN. PLANTING SOIL SHALL BE PLACED IN TWO EQUAL LIFTS. THE FIRST LIFT SHALL BE ROTOTILLED INTO PREPARED SUBGRADE TO MINIMUM 8" DEPTH. ALL AREAS SHALL BE FINAL GRADED TO AVOID HIGH OR LOW SPOTS, AND PROVIDE POSITIVE DRAINAGE, 6. ALL PLANT MATERIAL SHALL BE NURSERY GROWN (NOT FIELD COLLECTED), CONTAINERIZED OR BALLED AND BURLAPPED. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE OF DEFECTS, DISEASE, AND ALL FORMS OF INFESTATION. MEASUREMENTS, CALIPER, BRANCHING, GRADING QUALITY, BALLING AND BURLAPPING PLANT MATERIAL SHALL CONFORM TO MINIMUM STANDARDS OF ANSI GERA, LATEST EDITION. 7. ALL CONTAINER GROWN NURSERY STOCK SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED, AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS GROWING. CONTAINER GROWN NURSERY STOCK SHALL HAVE A WELL -ESTABLISHED ROOT SYSTEM REACHING THE SIDES OF THE CONTAINER TO MAINTAIN A FIRM BALL WHEN THE CONTAINER IS REMOVED, BUT SHALL NOT HAVE EXCESSIVE ROOT GROWTH ENCIRCLING THE INSIDE OF THE CONTAINER. 8. PRIOR TO INSTALLATION, ALL PLANT MATERIAL PROPOSED FOR USE ON THE PROJECT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY TO THE SITE FOR CONFORMANCE WITH THE REQUIREMENTS OF THE PLANT SCHEDULE, PLANT SPECIFICATIONS, AND STORAGE AND HANDLING REQUIREMENTS, CONTRACTOR IS TO PROVIDE A MINIMUM OF TWO WEEKS NOTICE PRIOR TO DELIVERY TO THE LANDSCAPE ARCHITECT. 9. LAYOUT OF PLANTING BEDS AND PLACEMENT OF TREES,SHRUBS, GROUNDCOVERS, SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10, TREES SHALL BE PLACED FIRST, THEN SHRUBS, AND THEN GROUNDCOVERS. TREES SHALL BE STAKED OR GUYED PER DETAILS WITHIN 24 HOURS OF INSTALLATION. TREE TRUNKS SHALL BE LOCATED NO CLOSER THAN 15' FROM BUILDING WALLS, SHRUBS SHALL BE LOCATED SO THAT AT MATURITY THERE WILL BE A MINIMUM T CLEAR TO BUILDING WALL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COMPLETE PLANT COUNTS TO COVER AREAS AT THE SPECIFIED SPACING. 12. DURING INSTALLATION NOTIFY TI-IEOWNER'S REPRESENTATIVE OF ANY CONDITIONS THAT MAY BE HARMFUL TO PLANT LIFE SUCH AS; POOR DRAINAGE, HAZARDOUS MATERIALS, ETC, MAKE RECOMMENDATIONS TO ADDRESS THE SPECIFIC SITUATION IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. 13, UPON COMPLETION OF PLANT INSTALLATION, APPLY TOP MULCH TO ALL PLANTING BEDS AND TREE PITS. TREE AND SHRUB AREAS SHALL RECEIVE THREE (3) INCHES AND GROUNDCOVER AREAS SHALL RECEIVE TWO (2) INCHES OF TOP MULCH. FINELY GRADE MULCH AWAY FROM TREE TRUNKS AND SHRUB STEMS. DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNKS OR STEMS. MATCH FINISH SURFACE OF TOP MULCH WITH ADJACENT FINISH GRADES. SEE NOTE BELOW FOR REQUIREMENTS FOR SECOND MULCH APPLICATION. 14, FINISH GRADE (TOP OF MULCH) IN PLANTING BEDS AND FINISH GRADE OF TURF SHALL BE 1/2" BELOW TOP OF HEADER, WALL, CURB, OR FINISHED SURFACE OF ADJACENT WALK OR PAVED AREAS. 15. ALLAREAS OF BARE SOIL, OR AREAS IMPACTED BY VEHICULAR USE OF ANY KIND, OR STORAGE OF MATERIALS OUTSIDE OF THE CLEARING LIMITS SHALL RECEIVE FULL SUBGRADE PREPARATION, INCLUDING COMPOST AMENDMENTS AND SHALL RE-ESTABLISH FINAL DESIGN CONDITION AND SHALL BE AT CONTRACTOR'S COST. 16. DECIDUOUS TREES LOCATED WITHIN PARKING LOT LANDSCAPE ISLANDS SHALL BE PRUNED AT THE END OF THE WARRANTY PERIOD TO MAINTAIN A SEVEN -FOOT CLEARANCE FROM THE GROUND. 17. THE CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY FOLLOWING INSTALLATION. THE CONTRACTOR SHALL MAINTAIN THE PLANTED AREAS FOR THE LENGTH OF TIME SPECIFIED IN PLANTS SPECIFICATIONS SECTION AFTER ACHIEVING COMPLETION OF PLANTING. SUBMIT MONTHLY WRITTEN REPORT OF MAINTENANCE ACTIVITIES. 18, PLANT ESTABLISHMENT PROCEDURES SHALL INCLUDE WATERING, PROTECTION FROM INSECTS OR DISEASE, WEEDING, PRUNING, MOWING, AND OTHER ACTIVITIES AS MAY BE REQUIRED AND AS IDENTIFIED IN SECTION 329300 AND OTHER RELATED SECTIONS. CONTRACTOR SHALL IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT ARE NOT VIGOROUS OR TYPICAL OF SIZE AND SPECIES. TREE STAKES SHALL BE KEPT SECURE AT ALL TIMES, DEFECTIVE MATERIALS AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY WITH PLANT MATERIALS OF THE SAME SPECIES AT A SIZE TO MATCH EXISTING ADJACENT MATERIALS. 19. UPON COMPLETION OF THE WARRANTY/PLANT ESTABLISHMENT PERIOD, APPLY BARK MULCH (PER SECTION 329300) TO ALL PLANTED AREAS EXCEPT FOR THE RAINGARDEN/BIORETENTION AREAS. RAI NGARDENS/BIORETENTION AREAS SHALL RECEIVE TOP MULCH PER SECTION 329300. 20. UPON COMPLETION OF THE WARRANTY PERIOD, THE CONTRACTOR SHALL SUBMIT WRITTEN REQUEST FOR FINAL INSPECTION TO THE LANDSCAPE ARCHITECT, AN INSPECTION SHALL BE CONDUCTED WITH THE LANDSCAPE ARCHITECT AND THE CONTRACTOR PRESENT, AND FOLLOWING REPLACEMENT OR REPAIR OF DEFICIENT ITEMS NOTED IN THE INSPECTION. A NOTIFICATION OF ACCEPTANCE OF ALL WORK SHALL BE ISSUED BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX C 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX fR�I�:IIRi\/_\:ZM:IY/Si4ild[N CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 30 Ave., Suite 415, Seattle, WA 981M (206)628-SM 1 cescededesISrwmIleb.mm STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ELEANOR K. KINKEAD CERTIFICATE NO. 765 Edmonds' SCHOOL DISTRICT Each student learning everyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 5 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT HD. ................................................... 20159"13:00 DRAWN BY, _ MW CHECKED BY: KK CAPYRIaHi NANwM ARCHITECTS INC 2011 OR INA-SNEc SIZEW02 A PLANTING DETAILS z N 0 C N A LEGEND r. BUILDING FOOTPRINT L J- ROOF OUTLINE EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO REMAIN � • a � PROPERTY LINE — — — — — 25 FT SETBACK GENERAL SITE NOTES 1. SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, DIMENSION AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON THE SURVEY BY PACE a h I r� ENGINEERS, DATED OCTOBER 18, 2016 AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS ACCURACY. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CARE SHOULD BE TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 3. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING- 4. UNLESS OTHERWISE NOTED, DIMENSIONS ON SITE PLAN ARE TO FACE OF CURBS, EXTERIOR FACE OF BUILDING FOUNDATIONS AND GRID LINES. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX N C N 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Edmonds SCHOOL DISTRICT Each student !earning, every day!. MADRONASCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PRO ECT NO' 2015913 00 DRAI&I ADI CHECKED BY: DM IXEEYE1Z IT MAHLUAIARCHITETE INC 2011 OSIGIN t SHEET SIZEW,42" A ARCHITECTURAL SITE PLAN 1 ARCHITECTURAL SITE PLAN 1" = 50'-0" 2 3 4 5 6 NORTH 1 2 3 9 5 C C LIGHTING FIXTURE SCHEDULE TYPE LAMPS MANUFACTURER DESCRIPTION LOCATION P2 LED KIM DOUBLE LONG ARM MOUNTED SITE ISA-ALT-3P70- FIXTURE WITH TYPE 3 LIGHTING 540 W 120L-4K-277 DISTRIBUTION, UL WET LABEL, -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8-LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION, P3B LED KIM SINGLE LONG ARM MOUNTED SITE ISA-ALT-3P70- FIXTURE WITH TYPE 3 LIGHTING 270 W 120L-4K-277- DISTRIBUTION. UL WET LABEL, NFO -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8-LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION, PROVIDE NEIGHBOR FRIENDLY OPTICS, P4 LED KIM SINGLE LONG ARM MOUNTED SITE ISA-ALT-4P70- FIXTURE WITH TYPE 4 LIGHTING 270 W 120L-4K-277 DISTRIBUTION. UL WET LABEL, -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8-LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION P5 LED KIM SINGLE LONG ARM MOUNTED SITE ISA-ALT-L5- FIXTURE WITH TYPE 5 LIGHTING 270 W P70-12OL-4K- DISTRIBUTION. UL WET LABEL, 277 -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8-LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION PD LED KIM SINGLE LONG ARM MOUNTED SITE ISA-ALT-L5- FIXTURE WITH TYPE 5 LIGHTING 134 W P70-60L-4K- DISTRIBUTION. UL WET LABEL, 277 -20F DRIVER. MOUNT ON 12 FOOT 4 INCH ROUND ALUMINUM POLE. PROVIDE UTILITY VAULT #18R-5-LB PRECAST POLE BASE WITH CONDUIT FLUSH WITH GRADE. 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. SL-2 LED METALUX 18" DIAMETER SURFACE MOUNT COVERED TBLED-LDI-11- LOW BAY FIXTURE WITH WIDE PLAY W-UNV-1_840- DISTRIBUTION, DIE-CAST CDI-DOS-TR ALUMINUM HOUSING AND LOW GLARE OPTICS. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION, PROVIDE TAMPER RESISTANT HARDWARE. ALL COLORS, FINISHES, ETC. ARE BY ARCHITECT. MAXIMUM OF 3 CIRCUITS PER HOMERUN HOMERUN FROM EXTERIOR OR CORRIDOR ISOLATED GROUND WIRE TO WALL ONLY. 1"MINIMUM ALL IG TYPE RECEPTACLES 1/2" MINIMUM 3 [[ HOT TO EACH RECEPTACLEHOT WIRE FOR EACH CIRCUIT 5 3 FULL SIZE NEUTRAL. IF NEUTRAL SHARED PROVIDE BREAKER TIES PROVIDE TO EACH RECEPTACLE IN ALL CIRCUITS TYPICAL RECEPTACLE CIRCUITING DETAIL SCALE: NONE MULTIPLE BOX MOUNTING BRACKET COOPER B-LINE #BB7-16 OR BB7-24 FOR AV AND NON AV LOCATIONS OR COOPER B-LINE #BB8-16 OR #BB8-24 WHEN NON AV LOCATION DATA BACK DOUBLE DUPLEX POWER BACK BOXY AV BACK BOXY LOCATE ALL DEVICE AT ONE LOCATION IN ONE STUD BAY AV BACK BOX DUPLEX POWER BACK BOX NO DEVICES LOCATED IN DIFFERENT ROOMS MAY BE LOCATED IN THE SAME STUD BAY. DEVICES LOCATED IN DIFFENT ROOMS MUST BE SEPERATED BY A MINIMUM OF 1 STUD BAY. POWER DATA AND AV ROUGH IN DETAIL SCALE: NONE iv D $ $ 120/2771 os os LV PC PC LV NETWORK 120V EMERGENCY BATTERY PROVIDE CONTROLLERS FOR ALL FIXTURES CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. CONDUIT (TYP) TO EACH LIGHT FIXTURE CTL »nn7w DIDRUIuz0I EM 120127TV CCT 0-10VDC 120/277V 0-10VDC OTHER 0-10VDC FOR CONTROLLERS DIMMING FIXTURES N TYPICAL TRANSFER I N DEVICE WHERE EMERGENCY CIRCUITS N 0-1 OVDC IN SEPARATE CONDUIT OR OPEN ABOVE CEILING. PLENUM RATED WHERE REQUIRED. PCL PROVIDE PLUG CONTROLLERS FOR ALL OTHER CONTROLLERS CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. TYPICAL LIGHTING CONTROL DETAIL SCALE: NONE LEGEND CONDUIT CONCEALED IN CEILING OR WALLS - - CONDUIT CONCEALED UNDERGROUND, UNDER FLOOR, OR IN WALL I+� 3/4" CONDUIT. TICK MARKS INDICATE NUMBER OF #12 WIRES. NO TICK MARKS AVS [ EQUALS 2#12. GROUND WIRE NOT SHOWN. PROVIDE GROUND WIRE IN ALL 120V AND ABOVE CIRCUITS. (� 3/4" CONDUIT. TICK MARKS INDICATE NUMBER OF #12 WIRES. NO TICK MARKS EQUALS 2#12. PROVIDE GROUND WIRE IN ALL 120V AND ABOVE CIRCUITS. DOT INDICATES ISOLATED GROUND WIRE. ----------- EXPOSED CONDUIT UNDER FLOOR DUCT WITH FLUSH ACTIVATIONS SHOWN -H�- EXISTING CONDUIT WITH NEW WIRES INDICATED BY TICK MARKS ------- EXISTING CONDUIT �- HOME RUN TO DESTINATION INDICATED. 1" MINIMUM UNLESS NOTED OTHERWISE. ® b a RECESSED LIGHT FIXTURE, LETTERS DENOTE SWITCHING, PROVIDE BALLASTS ACCORDINGLY. ❑ SURFACE OR PENDANT MOUNTED LIGHT FIXTURE ® SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE <0 0 0 RECESSED LIGHT FIXTURE �( SURFACE OR PENDANT LIGHT FIXTURE j WALL MOUNTED FIXTURE ® FIXTURE WITH EMERGENCY BATTERY BACKUP IV, STEP LIGHT FE EMERGENCY BATTERY LIGHT, TYPE X-1, EXCEPT AS NOTED © REMOTE BATTERY FOR LED LIGHTS Q LED DRIVER LIGHTTRACK T}+ WALL MOUTED SPOT/FLOOD LIGHT Oi DIRECTIONAL LIGHT E;M VANITY LIGHT, WALL MOUNT + WALL SCONCE FIXTURE POLE TOP LIGHT FIXTURE/STREET LIGHT FIXTURE Q-*-❑ Ej� POLE LIGHT (V ® ® EXIT SIGN LIGHT FIXTURE TYPE X, EXCEPT AS NOTED 4..TC EXIT SIGN AND EMERGENCY LIGHTING UNIT AT SAME LOCATION. MOUNT EMERGENCY L�.1 LIGHTING UNIT DIRECTLY ABOVE EXIT SIGN. EXIT SIGN WITH EMERGENCY UNIT $a WALL SWITCH, 1-POLE (SWITCH LEG INDICATED WHERE REQUIRED) D $ DIGITAL SWITCH US WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR oos$ DIGITAL WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR os OCCUPANCY SENSOR os OCCUPANCY SENSOR WALL MOUNT RP OCCUPANCY SENSOR RELAY PACK PC PHOTO CELL vc PHOTO CELL WALL MOUNT PCL PLUG LOAD CONTROLLER CTL LIGHTING CONTROLLER XXX XXXX LIGHTING FIXTURE TYPE DESIGNATOR, SEE LIGHT FIXTURE SCHEDULE $ SINGLE RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE ABOVE COUNTER DOUBLE DUPLEX RECEPTACLE c� PLUG LOAD CONTROLLED DUPLEX RECEPTACLE c PLUG LOAD CONTROLLED DOUBLE DUPLEX RECEPTACLE IG* IG RECEPTACLE ISOLATED GROUND TYPE GFI& DUPLEX RECEPTACLE GFI TYPE OC DROP CORD CORD REEL RECEPTACLE TP❑ TELECOMMUNICATIONS POWER POLE SSA SURGE SUPPRESSOR RECEPTACLE WP& WEATHERPROOF DUPLEX RECEPTACLE OR TYPE) SPLIT WIRED RECEPTACLE t FLUSH FLOOR BOX WITH DEVICES AS SHOWN, RECEPTACLES ISOLATED GROUND TYPE MULTI OUTLET ASSEMBLY WITH DEVICES INDICATED (SURFACE METAL RACEWAY WITH INTEGRAL WIRING DEVICES) ® 10 SPECIAL RECEPTACLE AS NOTED ® 30 SPECIAL RECEPTACLE AS NOTED O WELDER RECEPTACLE Q DRYER OUTLET NEMA 14-30R ® RANGE OUTLET, NEMA 14-50R Q HOOD OUTLET, CONNECT ALL LIGHTS QF OCILLATING FAN CONNECTION FC FAN CONTROLLER MOTORIZED CONTROLLER ®-{ MUSHROOM SWITCH CE PUSHBUTTON SWITCH Q ADA DOOR ACTUATOR FKsl ADA DOOR ACTUATOR KEY SWITCH PS ADA PUSHBUTTON SWITCH, OR POWER SUPPLY ® EQUIPMENT CONNECTION 4 MOTOR CONNECTION to DISCONNECT SWITCH r'O FUSED DISCONNECT SWITCH rCJ MANUAL MOTOR STARTER rD MAGNETIC MOTOR STARTER rZ COMBINATION STARTER F751 VARIABLE FREQUENCY DRIVE ECM ECM CONTROLLER ELECTRIC WALL HEATER ELECTRIC BASEBOARD HEATER FD-Ul ZONE DISTRIBUTION UNIT Q+ THERMOSTAT QJ Q JUNCTION BOX ❑F FIRE ALARM PULL STATION C® FIRE ALARM SPEAKER WITH ADA STROBE AI FIRE ALARM ADA STROBE WALL MOUNTED FIRE ALARM ADA STROBE SO SMOKE DETECTOR/SENSOR FW_Fl FLOW DETECTOR/SWITCH LEGEND VOLUME CONTROL le- TV OUTLET WITH 1" CONDUIT TO ABOVE ACCESSIBLE CEILING OR TO MDF AVt AV2 AVM AVP AV SYSTEM OUTLETS 0 CEILING INTERCOM SPEAKER QS -I WALL MOUNTED INTERCOM SPEAKER I�-S3I '�S2 QS AV SYSTEM SPEAKER L_F' 82 WALL MOUNTED AV SYSTEM SPEAKER ANALOG CLOCK (D DIGITAL CLOCK S ANALOG CLOCK/SPEAKER COMBINATION BAFFLE DIGITAL CLOCK/SPEAKER COMBINATION BAFFLE Ss SCOREBOARD RM ROOM MODULE. REFER TO TA SERIES DRAWINGS Q INTERCOM HANDSET 10- TELEPHONE OUTLET WITH 1" CONDUIT TO ABOVE CEILING (TYPE AS INDICATED J=JACK ONLY,C=CLASSROOM, S=STAFF, SA=STAFF ADMINISTRATION, A=ADMINISTRATIVE, CAP=CENTRAL ANSWERING POSITION) WIP, WALL MOUNTED TELEPHONE OUTLET WITH 1" CONDUIT TO ABOVE CEILING CS INTERCOM SYSTEM CALL SWITCH D DATA OUTLET (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WITH 1" CONDUIT TO ABOVE CEILING D DATA OUTLET WITH 1" CONDUIT TO ABOVE CEILING (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WAP D WIRELESS ACCESS POINT VD VIDEO SURVEILLANCE OUTLET AT CAMERA PROJECTOR 01 TEACHING CAMERA ® VOICE ENHANCEMENT SYSTEM AMP ® MICROPHONE OUTLET O AUXILIARY OUTLET ® WIRELESS MIC ANTENNA ® ASSISTED LISTENING ANTENNA = M — MONITOR c S � SCREEN (8'W x 5'H) Ra REQUEST TO EXIT CR CARD READER CWd CARD READER, JAMB MOUNTED. Ds DOOR SWITCH Ms MOTION SENSOR fs { MOTION SENSOR WALL MOUNT CCTVCAMERA L`❑S SECURITY SIREN ❑K SECURITY KEYPAD EL ELECTRIC LOCK IPFI MAGNETIC LOCK As AUDIO SENSOR 0$ C.. _ l Et EXIST DEVICE/FIXTUREAS INDICATED orE777 G_rr__1_ ___, EXISTING PANCAKE MOLD WITH INTEGRAL DEVICES AS INDICATED. EXIST DEVICE/FIXTURE AS INDICATED TO BE REMOVED -^- CIRCUIT BREAKER CIRCUIT BREAKER DRAWOUT -� SWITCH SWITCH DRAWOUT FUSED SWITCH FUSED SWITCH DRAWOUT -�r FUSE -EFFUSE DRAWOUT TRANSFORMER GROUNDING PER CODES ►� BUS TAP iG 208V OR 240V PANEL 6 LVR 99-0 480V PANEL El TRANSFORMER FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND AP WEATHERPROOF A ACCESS CONTROL CIRCUIT AS REQUIRED. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON ACCESSIBLE CEILINGS. AL ALERTING SYSTEM CIRCUITRY IN RACEWAY, 3/4C IN MINIMUM. AV AV SYSTEM CIRCUITRY. SEE AV DIAGRAMS. C CLOCK SYSTEM CIRCUITRY. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON ACCESSIBLE CEILINGS. ANALOG CLOCK CIRCUITS SHALL BE IN RACEWAY. CC VIDEO SURVEILLANCE CIRCUIT. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS. CT CABLE TRAY FA FIRE ALARM SYSTEM CIRCUITRY AS REQUIRED BY MANUFACTURER IN METALLIC RACEWAY INTERCOM SYSTEM CIRCUITRY. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS LH LINEAR HEAT DETECTOR LV LOW VOLTAGE CIRCUITRY AS REQUIRED BY MANUFACTURER IN RACEWAY WHERE IN WALLS, ABOVE NON -ACCESSIBLE CEILINGS OR EXPOSED. P PLUGMOLD --IP FLOOR MOUNTED RACEWAY SYSTEM WITH INTEGRAL COMM AND POWER OUTLETS AS INDICATED NC NURSE CALL SYSTEM CIRCUITRY AS REQUIRED. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS. S SECURITY SYSTEM CIRCUITRY AS REQUIRED BY MANUFACTURER. ROUTE IN RACEWAYS WHERE IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS, T COMMUNICATIONS CIRCUIT. PROVIDE IN RACEWAY IN WALLS AND ABOVE 1T NONACCESSIBLE CEILINGS. NUMBER OF TELEPHONE(T) AND DATA(D) CABLES AS INDICATED BY DATANOICE OUTLET SYMBOL. T DATA AND VOICE CABLES. QUANTITY AND TYPE AS INDICATED BY OUTLET TV TV CIRCUIT, PROVIDE IN RACEWAY IN WALLS AND ABOVE NONACCESSIBLE CEILINGS W SURFACE METAL RACEWAY OR WIREMOLD B DETAIL INDICATOR WITH SHEET WHERE DRAWN INDICATED SECTION INDICATOR XXXX AVAILABLE FAULT CURRENT AS INDICATED tD FLAG NOTE NORTH 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 2 24-403 2 OFFICE (503) 2 24-0918 FAX MAHLUM ARCHITECTS INC w I ��FITZMAURICE S 45�OCIATES wMw "'R'W498W9 p sosaas:ue Imcsasrss D Edmonds SCHOOL DISTRICT Each student (earning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 r� A a © C D nD nD B ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: MF/AB COPYRIOMTMAMWMARCHITEM INC. IDfl OWOINALhYFET SIZE 30'x4T A LEGEND 1 2 3 5 [iC i i SEWER SEE CIVIL PL,Ar_EHr7LnPP POP gninPLin TPAPPPr)RMEP I OrATli EXACT VAULT DETAILS TO BE PROVIDED BY SNOPUD _ _ _ - Of-�� P UTILITY VAULT#444LA �\ WITH 44 332P, H2O COVER UTILITY VAULT #444LA ' - -4 SEE CIVIL FOR EXACT WITH 44-332P COVER - i I' \ ROUTING BETWEEN SEWER, SNO PUD TRANSFORMER M GAS, AND WATER tipp VA o AND VAULT _P _ — P —P —V _ WL-3 WL3 WL-3 WL-3 tl A ,. T-i�T F J Girl; L t, N STUB UP u�� ii . , �p �SCbNC'FARY �MdF A xn r3 ....-_ _ V....w.... _ IDF SERVICE ROLE a� v� _.. _ �-' __ s_ _ / T FB�EDER n 1�1 RL-7 �� r� i 1 _... A D V P-- ' P2 _ P2 V_ GI PD • WE PIV / i tr P36 P36 P38� - P36 P PROPOSED MONUMENT SIGN WITH INTERNALLY ILLUMINATED, _ ttt PROGRAMMABLE DOUBLE -SIDED "£ );ja - ELECTRONIC READER BOARD. `, ESL'2 1 SIGN IS SUBJECT TO SEPARATEwi P — BUILDING PERMIT AND IS NOT IN _�-- —l� —D,,`�a ""m=`� THE SCOPE IN THE SUBJECT '* - _J DESIGN REVIEW. I 2 3 a 5 L C C I , ( ELECTRICAL SITE PLAN A' Al 3 O NORTH ry a o 1 2 3 4 5 6 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503)224-4032 OFFICE (503)224-0918 FAX MAHLUM ARCHITECTS INC w "p" I ��FITZMAURICE &ASSOCIATES� 1A,C's4a "a .K.5Uda509 "'W'W498W9 p2062HSr2n I236,C8 ':96 D to] Edmonds SCHOOL DISTRICT Each student (earning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 FCA a© DR nDnD ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: MF/AB COPYRIOHTMAHWMARCHITEM INC. IDfl OWOINALhYFET 512E 30-AE A ELECTRICAL LIGHT CALC SITE PLAN