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_BLD20161599_Madrona School Site Permit Drawing Resubmittal .pdfMADRONA SCHOOL REPLACEMENT EDMONDS SCHOOL DISTRICT 9300 236TH ST. SW, EDMONDS, WA 98020 SITE PERMIT mdhlum 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 Edmonds SCHOOL DISTRICT Each student !earning, every day!. MADRONASCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 C H ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PRO ECT NO' 2015913 00 DRAWNBY- _ AD/BM CHECKED BY: DM IXEEYE1G IT MAHLUAIARCHITETS INC 2011 OSIGIN t SHEET SIZEW,42" A COVER SHEET z 1 2 3 4 5 6 --------- -._._._._... ----- ----- - --- --- ----- ---- ------ _._._._ ----------------------- ----- ----- ----- ---._ _._._._._ _._._._ _._._._._._._. ABBREVIATIONS -SYMBOLS H T.,. SHEET INDEX SHEET INDEX PROJECT DATA ------ ---- --------------------- - - 01-GENERAL 5-STRUCTURAL(CONTINUED) 10-MECHANICAL(CONTINUED) AB ANCHOR BOLT LC (K) KINDERGARTEN LEARNING LOCATION A G-001 COVER SHEET PROJECT CONSTRUCT NEW MADRONA SCHOOL (K-8) TO ACT ACOUSTICAL CEILING TILE CENTER GRID LINES G-002 SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL ADDL ADDITIONAL LC (M) MIDDLE SCHOOL LEARNING DESCRIPTION: REPLACE EXISTING MADRONA SCHOOL ON SITE. ALL ABOVE FINISH FLOOR CENTER /'\ LEGEND, GENERAL NOTES, PROJECT DIRECTORY THE EXISTING MADRONA SCHOOL WILL REMAIN IN ALUM ALUMINUM LC (P) PRIMARY LEARNING CENTER G-003 LAND USE CODE REVIEW ANOD ANODIZE(D) LC (SCI) SCIENCE LEARNING CENTER 02-SURVEY OPERATION DURING CONSTRUCTION AND WILL APPROX APPROXIMATE MAS MASONRY V-101 TOPOGRAPHIC SURVEY 1 OF 16 BE DEMOLISHED UPON COMPLETION OF THE NEW ARCH ARCHITECT (URAL) MATL MATERIAL LEVEL NAME V-102 TOPOGRAPHIC SURVEY 2 OF 16 ,J SCHOOL. SITEWORK INCLUDES PARKING AND BD BOARD MAX MAXIMUM V-103 TOPOGRAPHIC suRvev 3 of 1s LOADING AREAS, TRACK, PLAYFIELDS, STORM BITUM BITUMINOUS MDF MAIN DISTRIBUTION FRAME LEVEL 02 LEVEL HEAD BLDG BUILDING MECH MECHANICAL V-104 TOPOGRAPHIC SURVEY 4OF 16 WATER MANAGEMENT, AND UTILITIES. BLKG BLOCKING MFD MANUFACTURED 1101-01, BM BEAM MFR MANUFACTURER ( V-106 TOPOGRAPHIC SURVEYS OF 16 80 BOTTOM OF MIN MINIMUM, MINUTE) �'-' ELEVATION V-107 TOPOGRAPHIC SURVEY 6 OF 16 NORTH V-107 TOPOGRAPHIC SURVEY 7 OF 16 ,- eor BOTTOM Mlsc MISCELLANEOUS PROJECT 9300 236TH ST. SW, EDMONDS, WA 98020 C CHANNEL MO MASONRYOPENING V-108 TOPOGRAPHIC SURVEY 8 OF 16 H CB CATCH BASIN MTD MOUNTED V-109 TOPOGRAPHIC SURVEY 9 OF 16 ADDRESS: CF/OI CONTRACTOR FURNISHED: VI L METAL NORTH ARROW V-11TOPOGRAPHIC SURVEY F 16 V-111 11 O OWNER INSTALLED NA NOT APPLICABLE TOPOGRAPHIC SURVEY 11 OF 16 CG CORNER GUARD NNOT IN CONTRACT } (1) CL CENTERLINE NOO NUMBER (� V-112 TOPOGRAPHIC SURVEY 120E 16 '��r PARCEL NO: 27033600404600 CLG CEILING NOM NOMINAL V-113 TOPOGRAPHIC SURVEY 13 OF 16 ] A CLR CLEAR NTS NOT TO SCALE Room ROOM NAME ROOM NAME & NUMBER f V-114 TOPOGRAPHIC SURVEY 14 OF 16 Sr..R-01 CMU CONCRETE MASONRY UNIT CA OVERALL V-115 TOPOGRAPHIC SURVEY 15 OF 16-^✓^+'` "" ^-, _^'""r^✓„`"^y^+`-"dya-/'m'"`y^+`�'"dya-/'m'"`y^+`�'"\,- COL COLUMN OC ON CENTER ROOM NUMBER CONIC CONCRETE oo OUTSIDE DIAMETER V-116 TOPOGRAPHIC SURVEY 16 OF 16 RELATED SITE PERMIT #BLD20161599, SUBMITTED 12.05.16 CONT CONTINUOUS OF/CI OWNER FURNISHED: 03-CIVIL PERMITS: BLDG PERMIT #BLD20170041, SUBMITTED 01.06.17 CONTR CONTRACT(OR) CONTRACTOR INSTALLED T ER COVSHEET COORD COORDINATE OF/OI OWNER FURNISHED: ELEVATION C-00C-001 COVER SHEETES CPT CARPET(ED) OWNER INSTALLED PO"ALL SURFACE SPOT ELEVATION , CT CERAMIC TILE OH OVERHANG C-100 CONSTRUCTION BASELINE PLAN DEFERRED �} DEMO DEMOLISH, DEMOLITION OFF OPPOSITE HAND, C-200 OVERALL STORM WATER POLLUTION PREVENTION PLAN SUBMITTALS: DET DETAIL DENG OPENING VIEW , C-201 STORM WATER POLLUTION PREVENTION PLAN DF DRINKING FOUNTAIN OPP OPPOSITE V I E V VC`p' C-202 STORM WATER POLLUTION PREVENTION PLAN DHH DEAF & HARD OF HEARING ORD OVERFLOW ROOF DRAIN DIA DIAMETER OVHD OVERHEAD C-210 STORM WATER POLLUTION PREVENTION DETAILS DIM DIMENSION PL PROPERTY LINE DETAIL NUMBER ///""" C-300 OVERALL DEMOLITION PLAN ON DOWN PLAM PLASTIC LAMINATE A'!'" C-301 DEMOLITION PLAN PROJECT TEAM CALLOUT VIEW � DS DOWNSPOUT PLWD PLYWOOD A50 C-300 OVERALL DWG DRAWING PT PAINT, PRESSURE TREATED I I DRAWING BHT C-402 OVERALL STORM DRAINAGE PLAN E EAST PVG PAVING �J NUMBER C-401 STORM DRAINAGE PLAN OWNER EDMONDS SCHOOL DISTRICT EA EACH R RADIUS, RISER EL ELEVATION RB RUBBERIRESILIENT BASE C-402 STORM DRAINAGE PLAN 20420 68TH AVENUE WEST ) ELEC ELECTRIC (AL) RCP REFLECTED CEILING PLAN CA /-------------" DETAIL NUMBER C-403 STORM DRAINAGE PLAN LY 20 68TH AVENUE WEST 8036 ELEV ELEVATOR RD ROOF GRAIN, ROAD DETAIL VIEW C-404 STORM DRAINAGE PLAN 425.431.7166 OFFICE""" ENCL ENCLOSE (URE) READ REQUIRED 02 DRAWING BHT C-405 STORM DRAINAGE PLAN EQ EQUAL RM ROOM CONTACT: TAINE WILTON l7 EQUIP EQUIPMENT RO ROUGH OPENING NUMBER C-406 STORM DRAINAGE PLAN WILTONT@EDMONDS.WEDNET.EDU EW EACH WAY S SOUTH C-410 STORM DRAINAGE PROFILES EXIST EXISTING SAM SELF ADHERING MEMBRANE — ARCHITECT MAHLUM C-411 STORM DRAINAGE PROFILES EXP EXPANSION SAM-HT SELF ADHERING MEMBRANE At -'-- DETAIL NUMBER �y EXT EXTERIOR HIGH TEMP A-20 C-420 STORM DRAINAGE PROFILES EXTERIOR ELEVATION 71 COLUMBIA, SUITE 400 FAF FLUID APPLIED FLASHING SAM-MC SELF ADHERING MEMBRANE C-420 STORM DRAINAGE DETAILS DRAWING BHT SEATTLE, WA 98104 ED FLOOR DRAIN SMETAL CHEDULE NUMBER C-422 STORM DRAINAGE DETAILS 206.441.4151 OFFICE FDN FOUNDATION SCHED SCHEDULE ( C-500 STORM DRAINAGE DETAILS CONTACT: DAVID MOUNT, PRINCIPAL D `/ FEC FIRE EXTINGUISHER CABINET SF SQUARE FOOT (FEET) '( C-500 OVERALL GRADING PLAN „" FF FINISH FACE BHT SHEET DETAIL NUMBER "^ G501 GRADING PLAN DMOUNT@MAHLUM.COM i FIT FUME HOOD SHTHG SHEATHING Al BUILDING SECTION/ C-502 GRADING PLAN J FIN FINISH (ED) SIM SIMILAR ------- FLR FLOOR SPKLR SPRINKLER A-310 DRAWING BHT WALL SECTION C-503 GRADING PLAN CONTRACTOR FORMA CONSTRUCTION COMPANY FOC FACE OF CONCRETE SQ SQUARE NUMBER C-504 GRADING PLAN FOE FACE OF FINISH SS SANITARY SEWER, 2823 29TH AVE SW 1 Ate_______ �" asos GRADING PLAN TUMWATER, WA 98512 +, FOM FACE OF MASONRY STANDING SEAM DETAIL NUMBER ' C-506 GRADING PLAN .) FRO FACE OF STUDS SST STAINLESS STEEL 360.754.5788 OFFICE FRO FOR REFERENCE ONLY ST STAIRS, STREET INTERIOR ELEVATION C-511 GRADING SECTIONS A2 ------ A4 CONTACT: DEREK BOYSEN, SR. PROJECT MGR J FRMG FRAMING STD STANDARD q_21p C-511 GRADING SECTIONS ) z" FRTW FIRE -RETARDANT TREATED STOR STORAGE ------------------- DRAWING BHT 0520 GRADING ENLARGEMENTS l DEREKB @FORMACC.COM WOOD STRUCT STRUCTURE (AL) NUMBER r FS FLOOR SLEEVE SUSP SUSPEND(ED) A3 C-600 OVERALL PAVING PLAN FT FOOT, FEET SV SHEET VINYL C-601 PAVING PLAN } OWNER AMERICAN FOREST MANAGEMENT, INC. VIEW NUMBER r CONSULTANT: 11415 NW 128TH STREET, SUITE 110 FTG FOOTING TR TREAD C-602 PAVING PLAN GA GAGE TB TACK BOARD t C-603 PAVING PLAN ); ARBORIST KIRKLAND, WA 98034 GALV GALVANIZED, GALVANIC TFF TOP OF FINISH FLOOR VIEW NAME DRAWING BLOCK TITLE \ A C-604 PAVING PLAN 425.820.3420 x1003 OFFICE GAR GARAGE THRU THROUGH .-_ GB GRAB BAR, GYPSUM BOARD TLT TOILET 118" = V-0" C-605 PAVING PLAN CONTACT: BOB LAYTON ' GC GENERAL CONTRACTOR T TEMPERED C-606 PAVING PLAN BOB.LAYTON@AFMFOREST.COM GL GLASS TOM TOP OF MASONRY C-610 PAVING DETAILS GYP GYPSUM TYP TYPICAL VIEW SCALE "' C-611 PAVING DETAILS OWNER RIDER LEVETT BUCKNELL H HIGH UON UNLESS OTHERWISE C-612 PAVING DETAILS - STANDARD HIS HOSE BIBB NOTED ,,, CONSULTANT: 1924 - 1ST AVENUE, 2ND FLOOR HC HANDICAP UTIL UTILITY 01 `-"---"- ARCHITECTURAL REVISION C-620 CURVE TABLE REVISION NUMBER COST SEATTLE, WA 98121 HOW HARDWARE VEH VEHICLE C-700 OVERALL SIGNAGE AND STRIPING PLAN ESTIMATOR 206.223.2055 OFFICE HIM HOLLOW METAL VERT VERTICAL C-701 SIGNAGE AND STRIPING PLAN HORIZ HORIZONTAL VRFY VERIFY CONTACT: STEVE KELLY } HR HOUR VIE VERIFY IN FIELD C-702 SIGNAGE AND STRIPING PLAN HIN HEIGHT WEST, WIDE, WASHER COMPONENT C-703 SIGNAGE AND STRIPING PLAN STEVE.KELLY@US.RLB.COM HVAC HEATING, VENTILATION, AIR W/ WITH C-704 SIGNAGE AND STRIPING PLAN CONDITIONING W/O WITHOUT DOOR NUMBER DOOR - SEE A-611 DOOR r C-705 SIGNAGE AND STRIPING PLAN OWNER PACE ENGINEERS OF INTERMEDIATE DISTRIBUTION WC WATER CLOSET DOOR/ROOM SCHEDULE C-706 SIGNAGE AND STRIPING PLAN CONSULTANT: 11255 KIRKLAND WAY, SUITE 300 FRAME WD WOOD, WOOD DOOR C-710 SIGNAGE AND STRIPING ENLARGEMENTS IBC INTERNATIONAL BUILDING CODE WOW WINDOW r1001A DESIGNATION SURVEYOR KIRKLAND, WA98033 INCL INCLUDING (ED) WOM WALK -OFF MAT C-711 SIGNAGE AND STRIPING DETAILS 425.827.2014 OFFICE )`} INFO INFORMATION WR WEATHER RESISTANT, C-712 SIGNAGE DETAILS , CONTACT:BIOFFICE INS / INSUL INSULATION WATER REPELLENT _ C-800 OLYMPIC VIEW WATER COVER SHEET INT INTERIOR WEB WEATHER RESISTIVE 9'_0�� _ -------CEILING HEIGHT CEILING C-a10 OLYMPICVIEWWATERGENERALNOTES {� BILLH@PACEENGRS.COM C JAN JANITOR BARRIER �__- `( KD KNOCK DOWN WSCT WAINSCOT C-820 OVERALL WATER PLAN OWNER ARGUS PACIFIC INC., A TERRACON COMPANY L LONG WALLS -SEE A-601 EXTERIO C-821 WATER PLAN LAV LAVATORY --- -6 Al 036-o �.----- SEE WALL ASSEMBLY ASSEMBLY TYPES C-822 WATER PLAN CONSULTANT: 2190564TH AVENUE WEST, SUITE 100 LC LEARNING CENTER (CLASSROOM) TAG LEGEND � HAZARDOUS MOUNTLAKE TERRACE, WA 98043 LC (DHH) DEAF & HARD OF HEARING - SEE A-602 INTERIO c-az3 WATER PLAN MATERIALS 206.285.3373 OFFICE LEARNING CENTER ASSEMBLYTYPES C-824 WATER PLAN LC (DHH PKR) DEAF & HARD OF HEARING _ C-825 WATER PLAN CONTACT: SCOTT PARKER Eo1 ASSEMBLY TYPE FLOOR OR ROOF ASSEMBL LEARNING CENTER, PRE- -- C-826 WATER PLAN j SCOTT.PARKER@TERRACON.COM KINDERGARTEN & KINDERGARTEN -SEE A 6-01 EXTERIOR C-827 WATER PLAN s' LC (1) INTERMEDIATE LEARNING ASSEMBLY TYPES C-830 WATER PROFILES OWNER FSI CONSULTING ENGINEERS CENTER C-831 WATER PROFILES �" CONSULTANT: 506 2ND AVENUE, SUITE 700 ^') sot STOREFRONT - SEE A-613 STOREFRONT TYPES C-83WATER PROFILES COMMISSIONING SEATTLE, WA 98104 c-a33 WATER PROFILES 206.622.3321 OFFICE PATTERNS FLOOR FINISH 1 C-840 OLYMPIC VIEW WATER DETAILS } CONTACT: BRANDON CRANE SCONC wOM FLOOR FINISH TRANSITION t C-841 OLYMPIC VIEW WATER DETAILS BRANDONC@FSI-ENGINEERS.COM FLOOR FINISH 2 k C-900 OLYMPIC VIEW SEWER COVER SHEET MATERIAL 7\ C-910 OLYMPIC VIEW SEWER GENERAL NOTES GENERAL NOTES OWNER SHANNON & WILSON 4 C-920 OVERALL SEWER PLAN CONSULTANT: 400 N 34TH STREET, SUITE 100 ASPHALT MASONRY CONCRETE BLOCK AWI BOX TYPE C-921 SEWER PLAN AND PROFILE 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME GEOTECHNICAL SEATTLE, WA 98103 w xa - BOX WIDTH STANDARD CASEWORK - SE C-922 SEWER PLAN AND PROFILE OF BUILDING PERMIT ISSUANCE. ZO6.632.SO2O OFFICE q CONCRETE METAL -ALUMINUM n za BOX DEPTH C-923 SEWER PLAN AND PROFILE 11 A-541CASEWORKDETAILS 2. READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE _ —BOX HEIGHT C-930 SEWER SECTIONS CONSTRUCTION DOCUMENTS FOR THE PROJECT. CONTACT: MARTIN PAGE IIIEARTH METAL -STEEL C-940 OLYMPIC VIEW SEWER DETAILS 3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: MWP@SHANWIL.COM _ CR CARD READER 04LANDSCAPE -AT INTERIOR PARTITIONS: TO THE FACE OF STUD GRAVEL SAND TP-100 TREE PROTECTION AND REMOVAL PLAN -AT COLUMNS: TO THE CENTERLINE OF COLUMNS LANDSCAPE CASCADE DESIGN COLLABORATIVE Qo �o Qo -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU != [Ml MOTORIZED WINDOW OPERATOR ,.- TP-101 TREE PROTECTION AND REMOVAL PLAN -AT EXTERIOR WALLS: TO THE EDGE OF SLAB ARCHITECT 911 WESTERN AVENUE, SUITE 210 "tl ?y GYPSUM BOARD WOOD- SP-100 SOILS AND SUBGRADE PREPARATION PLAN SEATTLE, WA 98104 4. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF BLOCKING SP-101 SOILS AND SUBGRADE PREPARATION PLAN RECITE -SEE A-612 DOOR FRAME ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18"MINIMUM 206.628.9133 OFFICE X'^ INSULATION -ACOUSTICAL WOOD- CONTINUOUS LO AND RELITE TYPES L-000 PERMIT RESPONSE- SITE ACCESS CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE CONTACT: KAS KINKEAD, PRINCIPAL L-001 FENCE, RAIL, AND LIGHTING LAYOUT PLAN JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF KAS@CASCADEDESIGNCOLLAB.COM L-002 FENCE, RAIL, AND LIGHTING LAYOUT PLAN REQUIRED CLEARANCES ARE NOT AVAILABLE INSULATION -GATT WOOD- FINISH Lp SKYLIGHT - SEE A-615 STOREFRONT, L-100 SITE LAYOUT AND GRADING PLAN INDEX 5. PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNIN CIVIL KPFF „{J} LOUVER AND SKYLIGHT TYPES FIRE AUTHORITIES ATALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. INSULATION - RIGID WOOD -PARTICLEBOARD Li i� �, L-101 SITE LAYOUT AND GRADING PLAN AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. ENGINEER 1601 FIFTH AVENUE, SUITE 1600 ., H i� .�i�.?. L-102 SITE LAYOUT AND GRADING PLAN ^' 6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION SEATTLE, WA 98101 LO LOUVER -SEE A-615 STOREFRONT, L-103 SITE LAYOUT AND GRADING PLAN -ZONEA PURPOSES ONLY. 206.622.5822 OFFICE MASONRY -BRICK LOUVER AND SKYLIGHT TYPES L-104 SITE LAYOUT AND GRADING PLAN -ZONE B 7. CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT CONTACT: THADDEUS EGGING, PE WALL py TRANSLUCENT WALL - SEE A-614 L-106 SITE LAYOUT AND GRADING PLAN -ZONE D IN SPACES SPACE OPEN TO EXPOSED.STRUCTURE, ONLY SH SUCH INSTALLATIONS PIPING CONDUITS TO MINIMIZEDUCTS VISIBILITY THAT SERVE TY AND H THADDEUS.EGGING@KPFF.COM L-105 SITE LAYOUT AND GRADING PLAN -ZONE C ALL ROOMS EXCEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOM STOREFRONT TYPES L-107 SITE LAYOUT - CURVE TABLES ORGANZETOMINIMIZERUNCATE SANDTALLATIONGARCHITECTTOREVIEW STRUCTURAL COUGHLIN PORTER LUNDEEN ONE -HOUR RATED WALL TWO-HOUR RATED WALL L-200 SITE DETAILS SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR T ENGINEER 413 PINE STREET, SUITE 300 1 ROLLER SHADE - SEE A-612 DOOR L-201 SITE DETAILS FABRICATION AND INSTALLATION. Rsot L-202 SITE DETAILS SEATTLE, WA 98101 i FRAME AND RELITE TYPES 8. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED 206.343.0460 OFFICE L-203 SITE DETAILS MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS.+.„ CONTACT: CHRIS DUVALL, PE VICINITY MAP L-204 TRACK AND FIELD DETAILS 9 VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE CHRISD@CPLINC.COM L-205 SITE SECTIONS PROCEEDING WITH THE WORK, L-300 IRRIGATION MAINLINE PLAN 10. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE r== MECHANICAL METRIX ENGINEERS c L.e L-301 IRRIGATION PLAN CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, t } MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF /PLUMBING 725 POWELL AVENUE SW. SUITE 100 a1 Imn1 N. +rs L-302 IRRIGATION PLAN ✓ JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF a v /r : L-303 IRRIGATION PLAN / THE WORK. ENGINEER RENTON, WA 98057 }} _y2r`' L-304 IRRIGATION PLAN, 425.336.2822 OFFICE Lyonwoad e <1 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS ,f{;� nurn, creo-n L-305 IRRIGATION PLAN BINDING AS IF REQUIRED BY ALL. CONTACT: BRADY BELL, PRINCIPAL _Haya ery + 2srfi. L-306 IRRIGATION PLAN 12 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT'( BRADYB@METRIXENG.COM w eaa rsm I n:,J LL " :. sv L-307 IRRIGATION DETAILS THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE r„ rI ro,d., m `4` <In, d i ! NOTED IN EVERY CASE. ELECTRICAL TRAVIS FITZMAURICE & ASSOCIATES nnNwamehyPr: s Ma L-400 PLANTING SCHEDULE AND NOTES }Y H L-401 PLANTING PLAN 13 CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -CUTS THROUGH ENGINEER 1200 W ESTLAKE AVENUE N } SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND r" 1. L-402 PLANTING PLAN SEATTLE, WA 98109 r'< - L-403 PLANTING PLAN EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH L-404 PLANTING PLAN WORK. 206.285.7228 OFFICE w�enwav ,,: "} 14 VERIFY ALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT CONTACT: MIKE FIIZMAURiCE, PRINCIPAL r Esperar To- {}}}r rzn 'YJ l" "+ L-405 PLANTING PLAN J FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. MIKE@TRAVISFITZMAURICE.COM r er wooawa L-406 PLANTING PLAN ) 15 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACTLOCATIONS, TYPES AND ) u yn smooj : t} Tcrrtlto- ceaar ea ecnnsy an Rr er (iyt', '. REQUIRED BY THEIR WORK. L-407 PLANTING DETAILS g PROVIDED ACCESS FOR ALLCONCEALEDVAS OF ACCESS LVES, DAMPER CONTROLS FIRE DAMPER +" FOOD SERVICE HALLIDAY ASSOCIATES, INC.;'' a as M „gk" 05-STRUCTURAL 656 NW NORWOOD STREET I x LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL f �r r, S-301 TYPICAL CONCRETE DETAILS `( CAMAS, WA 98607 y I12" 4 fr REQUIRED ACCESS PANELS. INDICATE REQUIRED ACCESS DOORS ON THE 06-ARCHITECTURAL COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF 360.834.6657OFFICE AD-101 DEMO SITE PLAN AND TEMPORARY FACILITIES ACCESS DOORS PRIOR TO INSTALLATION. ( CONTACT: LAURA BOURLAND ry. fh.. ^ ,1 1 1 A-107 ARCHITECTURAL SITE PLAN 16 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS �` y1 L{ ar 11-ELECTRICAL yj REQUIRED BY CODE. PROVIDE BORATE TREATED WOOD IN CONTACT WITH STEEL LAURA@HAIDESIGN.COM t' sr E-100 LEGEND 17 DO NOT SCALE DRAWINGS. ACOUSTICAL A3 ACOUSTICS, LLP E-101 ELECTRICAL SITE PLAN 18 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE ENGINEER 1455 NW LEARY WAY, SUITE 400 CaJ aka '-<o-,mnle (+ yw E-102 ELECTRICAL LIGHTING CLAC SITE PLAN REQUIRED FIRE RATING OF THE PARTITION. spar e r mrF sa. nr iQr " 19 SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS SEATTLE, WA 98107 y PROJECASCHOOL tr r # W1wtlinvllle {M t ... N " ,✓` „s DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER 206.4$9.5183 OFFICE l PROJECT SITE i Y a"^""`r,.ry L r1: THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTACT: MOHAMED AIT ALLAOUA CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. }1 *',+ 20 REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL MOHAMED@A3ACOUSTICS.COM DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT FINISH ADAMS CONSULTING p} NORTH MOUNTING LOCATION. ($ `° 21 SIX DIGIT NUMBERS AT DRAWING NOTES (09 26 00 GYPSUM BOARD FOR EXAMPLE) HARDWARE 2337 N 57TH STREET r L REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL, THEY ARE SEATTLE, WA 98103 It c lvea ue NOT INTENDED TO ASSIGN WORK TO SUB -CONTRACTORS. ALL ITEMS ARE INCLUDED 206.528.0244 OFFICE }r SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. CONTACT: GORDON ADAMS Mu-"n"w r2 22 FIRE -RETARDANT TREAT ALL WOOD BLOCKING AS REQUIRED BY APPLICABLE CODES. 1m GADAMS@W-LINK.NET - ' 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 PRO ECT NO' 2015913 00 DRAWN BY- BM/AD CHECKED BY: DM IXEEYE1Z IT MAHLUAIARCHITECTE INC 2011 OSIGIN t SHEET SIZE W,42" SHEETINDEX,PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, GENERAL NOTES, PROJECT DIRECTORY 2 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 240TM STREET SW SEE ALSO: SHEET V-101 E 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 1,756,6015F 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 LOT COVERAGE 2,975 AC / 40.326 AC: 7.4% EXISTING SITE IMPERVIOUS 5.1 AC OR 222,156 SF SURFACE AREA PROPOSED IMPERVIOUS SITE IMPERVIOUS SURFACEAREA= 327,136 SF SURFACE AREA BUILDING AREA LOT COVERAGE = 129,591 SF TOTAL PROPOSED IMPERVIOUS SURFACE AREA 456,727 BE(26%) (TO EXTERIOR FACE OF TOTAL: SHEATHING) 80,000 SF 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: 25-0" MINIMUM SIDE SETBACK: 25-0" FROM ANY OTHER PROPERTY LINE: 25'-0" PROPOSED SETBACK AT 236TH Si 667'-3" AT E PROPERTY LINE: 220'-9" AT S PROPERTY LINE: 132'-8" AT W PROPERTY LINE: 830'-11" C PROPOSED EXTERIOR PROPOSED EXTERIOR LIGHTING WILL CREATE NO GLARE OR SPILLOVER OFFTHE LIGHTING SITE BOUNDARIES. PARKING REQUIREMENTS ECDC 17.50 REQUIRED PARKING STALLS ECDC 17.100.051 11 SPACES PER 100 STUDENTS PARKING FUTURE STUDENT CAPACITY 650STUDENTS CALCJLATION PARKING QUANTITY REQUIRED 72 STALLS PROPOSED STRATEGY PROPOSED STAFF / PARENT PARKING: 119 STALLS (5 ADA) OVERFLOW PARKING: 80SPACES TOTAL EVENT PARKING: 199SPACES SITE DESIGN ECDC 20.11 MEET THE SITE DESIGN CRITERIA PROPOSED STRATEGY SEE LANDSCAPE DRAWING L-101 BUILDING DESIGN ECDC 20.11 MEET THE BUILDING DESIGN CRITERIA PROPOSED STRATEGY SEE ARCHITECTURAL DRAWINGS LANDSCAPING ECDC 20.13 LANDSCAPING SHALL MEET REQUIREMENTS OF ECDC 20.13.020, ECDC 20,13,025, ECDC 20.13.030 SEE LANDSCAPE DRAWING L-101 SIGNAGE ECDC 20.60 A SEPARATE SIGN PERMIT WILL BE REQUIRED PER ECDC 20,60,010 PROPOSED STRATEGY GOVERNMENTAL SIGNS ARE EXEMPT FROM THE REQUIREMENTS OF THE SIGN CHAPTER PER ECDC 20.60.095.A. DIMENSIONAL AND PLACEMENT STANDARDS WILL. BE PER ECDC 20SO 025 B 4 ENVIRONMENTALLY ECDC TITLE 23 CRITICAL AREAS 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 23.50 040.E2, THEN A 33 % INCREASE IN THE WIDTH OF ALL BUFFERS IS REQUIRED. ECDC 23.81 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: IC 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 WETLAND BUFFER AVERAGING WITH ii ENHANCEMENT ty r1 F 1 y PROPOSED STRATEGY EDMONDS SCHOOL DISTRICT HAS COMMISSIONED A CRITICAL AREAS REPORT TO ESTABLISH THE ON -SITE PRESENCE OF ANY WETLANDS OR FISH 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. WETLAND BUFFER WIDTH AVERAGING WITH ENHANCEMENT IS BEING PROPOSED FOR A PORTION OF THE 60FT BUFFER AT W ETLAND'U ALONG THE WEST EDGE, WHERE THE BUFFER EXTENDS BEYOND THE STEEP SLOPE NEAR THE BUILDING FOOTPRINT. SECTION 23.51 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 60 FOOT 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 IS LOCATED ON DENSELY VEGETATED STEEP SLOPES, LARGELY NEGATING THE NEED FOR A 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. _ 41 t • • �® y t4 • .... -. } • � : s • .•.. ---- �'� ..._ ,.. -- -. "' - o ,-.- 'FL}Nt#'2't?*'r' �t� •? �1 '.. a � A CATEGORY!II WETLAND � . WITH 60FT STAN DARD BUFFER i- e k 15FT. CRITICAL AREA t' BUFFER BUILDING \ � : •, — -_ : ,, " ." �---w�m.m° <� e � - � SETBACK s r t t F It It ',�� 3,'ipkt} t Sr k rr }r itt zt1 ti } trt % � tttt tf t istii t i r# { rt#: traitv, vit t I r t rirt it �/' _ .'t t } <yt 7t it tart f Yt1 sr it <t t rtt I tyrs Y r}ys i l tit it tr t �. 4 ( f kir i f}i tint £ri{rfrY r fi ' R \ t(irtt srt vt'tr'yt rtk%r tltit t�rr +,}rt t r r}ir{ # r It z rttt (E) MADRONA SCHOOL TO'. t t t r t t y t t 3} rise t! 7 'PROPOSED WETLAND _4 �i BE DEMOLISHED AFTER F� ilirj3t ttt t}itrr rrt y{t(rrtr tyr}kl{ }i }t �i BUFFER AVERAGING WITH it \\\\. ry rt t t: t ttt{ r rr is iik ril ! ' 0 ENHANCEMENT '} - 'NEW CONSTRUCTION IS I\ ,y r £ t r r t rt j tI r yf tY t f{ {t {{. 'COMPLETE V ��� ti it iti {t t r ;i i}fin 1l, ri` f { k r r s j f pp 44tt 2, O,'1 t L�iLAJ -{� rSlit z{lisrr �i r(tr,�riit3s :.,� ktr3S it i t:r tr i}tttt 4 9 sci PEI a 4EA pY4 i ADD ALTERNATE 02 7 i�q \t �I COVERED PLAY ' N `lL. (3000 SF) INDICATES AREAS OF STEEP SLOPE 12T - 7" / 478,58 FT PROPOSED (COMMONS RIDGELINE) Q 130'-0"/485 FT MAX. PROPOSED HT. (GYMNASIUM RIDGELINE) 7F111 ';j� FINISHED FLOOR (GYMNASIUM) BUILDING HEIGHT DIAGRAM ENLARGED LAND USE DIAGRAM 1" = 31 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 15' CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED WETLAND BUFFER AREA INCREASE ki iljt rtr z t; BUILDING FOOTPRINT } if r t tj - :— ROOF OUTLINE EXISTINGDEMOLISHED I TO BE DEMOLISHED EXISTING BUILDING TO REMAIN • • PROPERTY LINE — — — — — 25 FT SETBACK 100' - 0" /455 FT FINISHED FLOOR 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 AREA BUFFER BUILDING SETBACK 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 trfL} 44 ..:�+447 FT. I 'rSn kl t,jtriY ti r f tan^tn.* i PI{S %r}r I. I sY y tfr tt i _ _. r}r t i Stt ttrtt i ti }Y i rtSr} 3ii k i r f r t i -- if` r�iy!{ tt ttf ttyt r t jtyy ty tlji ivtt ! !} it}r It7 ((.r }r rs it i Jy)ttt:t ttr I I ylky ,. rt Jttt j I t. i i'r iY}YI t Yfyr✓r{ 1 rt rti# t}41}. 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I I .(�5 tit t} s'!+ i i ,3's St rtytr ) tcttttt I I j�{�{{ y tyt y4tt i I t: r f 1 tint r y i t tytt ytY r. sr rt r tt Fi _t' ;tt ryt Slt t kt t "i.F £t y tt t } t1t { lrrrr tt$t} ! i ti ':tit yt:t.,rrr 3' ..i} .tit rt 1 :ii r}tt I tF£7 j` iAt3tt }(rei } t) tt it ftt r I1 '+— - - i'ritrtr i r .t L ,t rt Uti ytrt itir)i L t )ti ttrt }rty t ( �t - ._,..,at r } it ti 4,: ,. t r — — t r 447 _ _ 51 . r t t , AVERAGE GRADE: 454 + 447 + 456 + 447 = 1,804 14 = 451 FT 11111 K ilk 111111A ��A 1" = 60'-0' NORTH W 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 C Edmonds SCHOOL DISTRICT Each student learning, every day!. 471,1111IN 01 ff Collin 11 &1 Writ 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 SSUE: SITE PERMIT PROJECLNO 2015913 00 ORAwN Bv: BM/AD CHECKED BY: DM CCP RICZ1T MAHLUAIARCHITECTE NG 2%1 OEIGIN t SHEET SIZE W,42" A LAND USE CODE REVIEW 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 FOR INFORMATION ONLY V-1 02 5 9 I 1 �a� A 4..,� , II TI — JI I i tI '"NUE It RE CANADATO III RD "T'f r4 PUTiwi...o tr �>fr InI I, (�PA I r00 S' itIs �I I VITAL ; ­r RA sLLILL, IT ACIDIC 4 i P d� 4 NGW' j v- al d a r 4? ¢�" DRIP Itn�:N6l�k zl c�srn a 4'' u�.a A I� I r.] ajr a� a r' 6 RACE T I I - LIF I x� �' Z<f :I PI - E 4 �Lcy �4� W,uro I'ED V 5ITT 1'✓ITT TTIS x ' T AS IS f IF I ���, i IF �.M�PC I 1' UNIT A AIR r IIT� nor NNE s FAT. tl I= PLAY dIF Vv L1]Cyyt 1 ✓ �� �1ITR OCR r _ n¢�d� I Of S�/Y ,.d �CO � CARD cr u0n �1 l N.Wt" /'_ El z, �� nod! �p I,.F LEND_ 0 PLASTIC ROURCIL APPLE PARTNERS NICE A AREA E MATURITY ANNE AR (D DECIDUOUS TRUE ER EUREPEAN CAR SPUR LOT UPON 00 M «� �ui,04 cna OCTAL L14E a . a , TAG TRADER ,� AG USAF PARTS FLOW UNE 0 ATFLATIN FAR PRONUNCIATION ITS ROSE BUREAU Or TOUR AS US OFF OICTO DRARRY STANUARLY PINES UND KUt SIERRA EARN CUTS 0ai 0 DATA FLAT WATER" RED (TILDE DID, FLOWERUNG POIDE TFROUR ARTS ET 0AD o TFUNCEREII __ CI IMMIGRATED DEEP W11C FUND id cis n. 6x C n 0 0rxro um sCUP CHAIN NOR RACE SO ENSURE —I> -, -o - 0 —0 —0— STAR LINK FALSE r.42EK7,aaas v AIDE IRED o6Ro.:o 23704 b11 IF III ne aAs`EAROAND F Ir AR I I I . 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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 / . 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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 t<a Po..,FE�E Ew nBANNER GN eoo -� AT CPU WK AND OF 4` ✓V 5 VAST IS I FACT I lC F CHY / M h + Tim IT ILICT f WAS MVQ RNA i L„ w 'fti ACAN r_ n SAL IF IF LEGEND � MAPLEPAGE TRFL � CLAPPER A OFFER aI ELEVATIONfl EanR� w� EUR�AN WHO BRIEFLY AN 00 MATER WITSIZ Vic SIGN m FAR PUMPS a (ARCTIC) 0 THE CLAREACII ACCURACY IF CRAFT AS RIM BCH CITRUS CHAIN` PLOPERNAMETY ISCHA x AUDI HEADG SUN ANSWER OF w.FE RR CH CHESSAY c.RR P T /TF V° ry @ NEAR o RICANEAR �nx[nvesw g MERY m��E AS TRACK S GAS VA AS DW Fn n N ASCII wn a # ea WE US G CENTER PC A thi HE Ri FEE CHAIN BUD FENCE R WB E VEREx.tx READ MEAN A R All ENDED f3°AR ,f AN waan J 4�` C �M" ( -a `°"IN ANY .. MASAI —--) Y IC AT d xALUGIe IS / ANTO ONES PAAl LINES RIGHT —Al WAY LINES PAT PULL MITI LINK Flow LINE MATCH LINE SANITARY ASEAN HING —Mu— ONLY BRAIN END GAS LINE UNDERGIC)i PALMER LINES -Wil- NICARAGUAN FIBER GETS UGLY A COLUMBIA) POWER LINES CH — ESSENTIAL UI FUNNY A —A —A— CHAIN WIN RETURN 9 ARE PAGES ASIA AT of II 19 IT, w ro OIL C GIVE E FEE If IF IF D I If III IT A4 2. 4 z / �n 2 A Y / fILF A/F ISo APPAPA .If 111 A MADRONA 43 HIGH SCHOOL RMY Hinim FFreEi<.rvn K'S ANI FEAR ,se.7:PV72l n8 CANE Po+Txwo Mll L'rtA si .vERREAS L)NATAR HAS CANS / / t �I ow C hP LIFE I All n VAN LIN' FILL TAPE TV I h .Y'LARS F LINE CIA NED T / 'F/ '1 Alf,^h Ar 'WE IF UST IN PLAN 9 '---__ iR L ,. PAGE SEX i2 2 13 e GRAPHIC SCALE — BIG PC 4 9 2` rJ"---�---I BE FELT ) m 29 it ®Im= TOPOGRAPHIC SURVEY FM EDMONDS SCHOOL DISTRICT 15466.10 FOR INFORMATION ONLY V-107 WIN 11 11 II 'IIII��iI �\ #364 1 l II II% 111 II 0 10"MD 1 II A 11 I I *#363 3 22"C o Po i t 11 I I ;, i I IY� II I I/I II ' #362 I 13'b 1 l I lI r Il( (l l Il II l I #361 I 11 I 010'9W II r 1/I�1%�(l1 Il A { ) #�60 \\ 17DF fi3D 1 1 #351 1 3S� 23"pFJ 28"OF \\ / 1 ' \ gFAD II #356 0"C 1 1 1 1 #355 3055E #353 14"M 352 3"MO { 11"O"O a F 49 I'OF I I 1 I � 1 1 I 11 \ 1 ' I I I i / 1 1 I \ \ I \ I I \ II A I / I / 1 / 1 � / I / I / I / 1 1 / 7 / CB RIM= DI 443.60 ° (N)=442,1 224 v v / # { Xv ASPHALT #222 17"•9"MD.t 1 j� 5 #221 / / r / C"ti�gyp 3 a, #220 / I / I C,o 16"MD / ' �UIC WELL o� p RIM WELL 3 3)6" WB \ 1 #21A 1$ A % /// V DIA MONITORING WELL #21$/(�} j /�� ,-/ / �1/ /- RIM=444.67 //i A U / // I/ TREE DRIP LINE #217 \ A\ \V (/// #216/ o// / 6 "A� #215 � / I A AV BRUSH/WOODS I // 13"A RUNNING TRACK o� #214 yo A DRjIGKING ° 'FOUNTAIN J \ I #213 1 1 8"A/ AA✓#211 1 � 15"A #2¢9 A '// // / IF 6C 0R(Q 444253 / / / 1 �o' i #"2p�68 0 /4"A// — _ —. _ 7 A�j #2061 1{j2"A7 / 21/4" i \ 205 GRASS /2 FIELD 1" \- ll ,TP12 C8 RIM=/443.68 \ I 11 A AA 11 1 11 I 1 rA IE 6' DI V 1 i I / O-442.3 / \ \ \ \ \ \ I 2 "A 1 ) CS RC )-4423 DI E \ \� #201 7- \ V A I I ! a I / \ \ #200 C 47"A J' / BRUSH/WOODS 122 �I VJI !I I �P10 AY i J I I I I I I I I LL-Vg l 4 �198 I � I. / wT � 1 I -_... � 7_112•• N WATER VALVE STREET LIGHT ® IRRIGATION CONTROL DOC LUMINAIRE � HYDRANT X SPOT ELEVATION ® WATER METER -❑- SIGN QS ® MANHOLES (SS/SD) o MAILBOX 0 CB j ROCKERY O POWER/UTILITY POLE BOLLARD E - GUY ANCHOR 0 SPRINKLER HEAD POWER TRANSFORMER ® P T 4n POWER/TELEPHONE VAULT DPI DATA PLOT M TP1 0 TEST PIT POWER METER p FLAG ❑ TELEPHONE/TV RISER 8 WETLAND m GAS VALVE C CONCRETE [51 GAS METER CLF CHAIN LINK FENCE P.A. PLANTER AREA RD ROOF DRAIN CONIFEROUS TREE M MAPLE A RED ALDER DECIDUOUS TREE We EUROPEAN WHITE BIRCH # 1 TREE TAG NUMBER BLM BIG LEAF MAPLE OF DOUGLAS FIR 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 WE EVERGREEN WHITE BIRCH P PINE GAU/GALL "r 7 NEW WELL LOCATIONS DRAWN DMB REVISED BY ARCHITECTS COMMENTS _ PLAT CHK WRH DO TREE TAG NUMBERS PER AMERICAN FOREST SYM REVISION 0-13—If i-18-16 1-20-1 E — CENTER LINES PROPERTY LINES -- RIGHT—OF—WAY LINES — - — LOT LINES DITCH LINE ' —s-----y—+— FLOW LINE w WATER LINE ss SANITARY SEWER LINE sro STORM DRAIN LINE GAS LINE UP— UNDERGROUND POWER LINES ur UNDERGROUND TELEPHONE LINES ury UNDERGROUND CABLE TV LINES uro UNDERGROUND FIBER OPTIC LINES a OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES —o—o-0-0-0— CHAIN LINK FENCE —x—x—x—x—x— WIRE FENCE —0-0-0— WOOD FENCE 11255 Kirkland Way, Suite 300 m1-z Ki kland, WA g8033 p.425.827.2014 1 f.425.827.5043 MADRONA JRHIGH SCHOOL DATE JULY 28, 2015 SCALE " = zo' SURVEY TEAM BL/PG/GW/DAB .............................................—...K-`�QQ Civil I Structural I Planning ( Survey FIELD BOOK 726,726A,726B y paceengrs.00m DWG FILE 15456—SRV.dwg I ll / 3 4"W ! tl l l • w I II I( 01� �AULT I CONIC WALLA, ` 1 6', CHH a • I / LNK I I CON yAl I 1 ( I \ ASPHALT II 1 i 1 I 1 I \ I 1 / 1 1 I \ f ASPHALT \ \ 61 \ 59 CB 4W). IF 6•, I (W)=442.2 w U1 o V UNIT 4 CB RIM=450.3i IE 6" CONC IE 649.I CONC (Fl—_ I CONIC WALK — 227 SD ' jC\ i _ A..1 �. VENT'_'"-- r o 12�26M 4so \ \ I CONIC 7 c> \ UTILiT� TUNN�L I GRAB& ) o yiv I7 W4 1 RD N 'n BOILER ROOM 6 ROOM J COVE 'V1'IN LNK ssRD i D ASPHALT I ( 0{ �11 \ 4 CLF�' uv �m 6 SD I c1 1 a° I 1 1 1 / C.O. - I \ A _ _ — ASP/HALT 0 G540 � IIII�I1111'1 \ � III111�'llll �l \\I o lliii iilll'I I f 11 II I 1 I c-�-- 111Y Illl�l s /{ ll)I'/III I CB ( 11 1 1 III 1 I IF 6R DI (W)=442.4 �'X I SD 6"SD I I 11�1�11� �1 z j11 t z �1111 �I 111 �I // tZi I \A A HOdp (ry L ) ^Irol llll 1 \� \ PAGE INDEX GRAPHIC SCALE 20 0 20 40 ( IN FEET 1 inch = 20 ft. 'm_'_© Mimes 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--Q—OF16 FOR INFORMATION ONLY V-i 09 FOR INFORMATION ONLY V- l l o � 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 ll�� FAA —AM COSMIC TA GRA64I GARY COACH AV CAMPLA MARGIN FDA YA4AI </A uAWAY SAME &SONYA TA AM 4040A FAR 00 4Y n ALTO AxREtAnHAM SSSS111A, ,ltl M4AAA O u L ----li >� "°SU`Ao dA40MAoP>R 4, Poab.w nl aaro A ri s, IF LY TIFF A MATTER VALVE PAGE INDEX -NY Am HT - NERACY n,�. _REDR mEE PROPERTY — -- ME GRAIN LINK MEAN A RED AGAER d, vnnary O nouws FREE _ H _ _AGRI NES 12 ] 2 ittxE 4 d w aKs owm DITCH FOR 0 0 m (YEAR) AT I4�RLrcER. A m . .ARM x eu, C r MAPHE — 9 8 3 WATER TOP o yER CAE on R "' av GRAPHIC SCALE w ry P n ocom a ER VAR VTRUE CHERRY r ROAD .Oa • sR°^R° rw mnxD PR w _ n Pmv, m..,aoR4sR x AENz+ a EAT ram xuR a 14 9 4 xcs+se, »EE aRta amceuc wwm R W p_ 1' PAPER/rzt[v, orvF vvM1i EST DATA Roi c 0 _ )NOUGGPRExO7DS TVf AMA —�— PExce N m, W KEPT T AC AAC D rcLLEU cEnna w x,Aaw __P u0uND AAs.E ry C FR 15 10 5 o rz¢cxauErrvesrx xEnnuH ana AN PApnc woR:r+e w eRAcrc mammwo v DOCO nssv MOVE uxEs 1 ry F<cr) m FAA VALES g ow PARED CRASHER , MODICUM HEMLOCK _ _ _OVERHEAD UTILITY AR sovxa DOES 1 INCH W 20 n. 0 ..AA Mime FENCE S 16 11 6 we Ev[xwEm MOOT Ea<« ,—•— MORENEARe -0- —E vaw FENCE PRO P RE FORTRAN FAR NE 1/4, SE 1/4, SECTION 36, i 27 N.. R. 3 E. ARE 112661GMIOnE Weg SI@30] VALE GET CO. AI EGO: So' TOPOGRAPHIC SI&NEY olne REmsEo av ARaITEers COMA!ENiS s le +e was a 425 827 20141 f<468RS M MADRONA AIR HIGH SCHOOL mRr. RAM m./PoiowmAn Fp1 K MUCH TREE Tna xuMeees PER nuVRIMAN roRE9 ewNncMEeT1-2o-+6 1'^°R ciww l SlnkPGMSDnmoyj9uney K-8 FARMEDMONDS SCHOOL DISTRICT tlWSX/0.bCRS 15456.10 FOR INFORMATION ONLY V-113 r a HSE # 23713 —0-1 / f MICHAEL & KELLIE FERRARO / TL# 00446400100700 40 I ! 3) o I BONNIE ARTHUR TL# 00446400100800100800 / J / I ' / I h / / HSE # 23721 / 7 � / J / 4 / / / / 1 DA TL & 4464001 WEBER TL$ 00448400100900 ' / d i TL# 00446300001400 BRYAN & JENNIE WILSON TL# 00446300001500 8 r / J l #448 / / 1 10 ,7 DF 31 G // RIM 361.6A IplI IE 12" 6MP (NE)=35716 IF 12"'/CMP (SE)=3576 /p W j W Ip \ I \ 6"DF #450 / #449 / 17"C #451 y 23"H / 1 , YD RW=360.80 IE 4" (SW)-360A #452 237DF / 1450E W WATER VALVE STREET LIGHT C CONCRETE ® IRRIGATION CONTROL DQU LUMINAIRE CLF CHAIN LINK FENCE HYDRANT x SPOT ELEVATION P.A. PLANTER AREA ® WATER METER SIGN RD ROOF DRAIN QS Q MANHOLES (SS/SD) o MAILBOX ❑ C8 C = ROCKERY -0- POWER/UTILITY POLE E- GUY ANCHOR • BOLLARD POWER TRANSFORMER 0 SPRINKLER HEAD P POWER/TELEPHONE VAULT DPI ® DATA PLOT YpT M � POWER METER 7PI ® TEST PIT ❑ TELEPHONE/TV RISER m GAS VALVE WETLAND FLAG Eg GAS METER d DMB I IREVISED BY ARCHITECTS COMMENTS CHK WRH I ADD TREE TAG NUMBERS PER AMERICAN FOREST it \ \ GRASS FIELD I I /I / / I I 1 (��} 1061 /f `�J l #1,60 -TYPE 1 CIS ` I i RIM=359O9 ��� \\ _-- 1TR* DRIP 171N� d 1 �35 \ GRASS FIELD SASEBALL,JSMGPOND �� I I 1 ) `Kry . � I IE 6" IRON (SE)=357.69 \ \ 1 I l l l Y I 112'D (0 Q/ ) ' 1 1 l �l l #35'4 I 5$ A 237JP�\j�;I/�28"1 A OF ASPHALT °-� Y\ I I \ —o—o= I I l l �l 1 1 � I I OF I 0 SD l �—'362�� I •� / so s0 I 1 {l 1 F/ ), A (. 1 #356 PORTABLE `�� tl l 1 1 Jl Il _ 1 7o C \\ PORTABLE I l/ 1 1 /� t 1 ✓ ,. I I ./ 2A"D PLAYGROUND AREA ` ASPHALT \ I /711 DF �'. W/ WOOD CHIPS W� \V A I l I I /1 1 - I #355 I / EE DRIP LINE #354 #353 70 C I \ / I /#469 74M 27'DF ../ c, \\ \ \ ( I #352 I I I � I I I / 8"MD ' /J #351 \� JF ! 1 \ h 1 1 I 1 1- �550 ! �/471 ,.#47A3 V A ¢ I 1 I 10„DF 77"DF / ! 22DF:-� 34" r. 0-0_0 I I QI / o #349 / TYPE I CB A o I 1 I to II OF I h ASPHALT RIM=357.67 A A W I I / a (1' '#348 / 1 y4.7t�4472 / IE 6" CAPPED IRON (S) \ I 1 1 y�/ I �' 11i'DF / 1 0 Dk 2))0F - / '\JITH INVERTED IF PORTABLE76/ / 9� #347 #477 / .-.l o_ o v 1 1 I / I I I 2 OF 0 / �Ny,.V 11 sD s0 �346 I I 7 '8 PLAYGRO,,,y YcREA-'�-., \ 1 TYPE t CB #4� I A I ASPHALT RIM=36Qg 1 #345 I 35� DF W��(y00 CHIPS --------_-- _ . \ 1 IF 6" INVERTED sp 1 ) /� 9"DF 1 ELBOW §1 I 11 I / 11 1� iv / - V CONIC (WALK CONC WALK I i I 1 + ASPHALT H I I i / 1 ASPHAIaT m j III I \\ #344 I #42Q 3 1 l:' I 1A6 \ z 24'COK / p /-.--'� \\ I I GRASS / 13 / I I 1 11 DF I I to 367 \ \\ \ \ III II I I II 11�5MD 25„DFI #366 �'I C #365 1 19' 1 � 1 V v_-__mot 1 1 II 1 1 1 11 I/ II. #364 11 10"MD 1 SSMH RIM 361.78 \I \` / I 1 A\ \ V A w li #363 HE CL CHAN 8" CONC CB RIM 363,12 22 C 1 v (N/S)=354.6 l �`�� IE 6"DI W/ELBOW / / I I Ai A l l AI I I H v V (SW) =361.6 `v A BTM=359.8/ / / V 11/I I I I #362 Y � / PLAYGROUND AREA /#2�,0 W/ WOOD CHIPS / l o"qF CONIFEROUS TREE M MAPLE CENTER LINES PROPERTY LINES A RED ALDER -- RIGHT-OF-WAY LINES DECIDUOUS TREE _� LOT LINES WeEUROPEAN WHITE BIRCH DITCH LINE If 1 TREE TAG NUMBER BLM BIG LEAF MAPLE - ~ - FLOW LINE w WATER LINE DF DOUGLAS FIR BCH BITTER CHERRY ss SANITARY SEWER LINE 'D— STORM DRAIN LINE GF GRAND FIR CH CHERRY_G_ GAS LINE —UP— UNDERGROUND POWER LINES C WESTERN RED CEDAR FCH FLOWERING CHERRY_UT— UNDERGROUND TELEPHONE LINES AC ALASKA YELLOW CEDAR W WILLOW ury UNDERGROUND CABLE TV LINES —UFO- UNDERGROUND FIBER OPTIC LINES MD PACIFIC MADRONE CW BLACK COTTONWOOD ' OVERHEAD POWER LINES DW PACIFIC DOGWOOD H WESTERN HEMLOCK DHF OVERHEAD UTILITY LINES -0-0-0-0-0- CHAIN LINK FENCE L LAUREL SP SPRUCE -x—x—x—x—x- WIRE FENCE B BIRCH We EVERGREEN WHITE BIRCH — D U — D — WOOD FENCE P PINE 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 DATE JULY 28, 2015 rAn p. 425.827.2014 1 f. 425.827.5043 MADRONA JR HIGH SCHOOL SCALE I" = 20' -16 WRH SURVEY TEAM ....................... _1-20-16 1-2 WRH Engineering Services Company Civil � Siructural � PlanninSurvey paceengrs.com FIELD eooK 26,726GIN/DAB 7zs,72sa,7zse DATE BY APP'D DWG FILE 15456-SRV.dwg GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. I I I 1 \ 1 I I I I / I / / I I 1 Y I , i Y / 1 I 1 / / \ 4 Y ( I 11 \ 1' \ \ \ 1 \ \ BRUSH/WOODS 1 / / I / I ! / I 1 / I / / \ \ 1 \\ I f 11 \ \\ V A V A \ J J BRUSH/WOODS V \ PAGE INDEX ®l01© 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 14 OF16 FOR INFORMATION ONLY VIiiiiiiiiiil 14 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 14 OF16 FOR INFORMATION ONLY VIiiiiiiiiiil 14 FOR INFORMATION ONLY V-1 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 s x x x 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 800 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 810 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� i E 0 C IW / I U w w I 0 Q I x Q0 I n Ile U w J w I 0 Q I x n U-) I 0 Q x n Ur) I O O U I Q U-) I CD n I x Q0 N I n U� Q x n 0 n I CD n x N x 0 I I m F- I ry 0 Q I x C-D z CD c� w / 0 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-DEGREES. 10. EASEMENTS TO BE RECORDED AFTER PLAN IS APPROVED. ALL WATER EASEMENTS SHALL BE 15' WIDE CENTERED ON THE PIPE. 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. LEGEND CONSTRUCTION BASELINE BUILDING w w WATER PIPE CASING �( FIRE HYDRANT ASSEBMLY � FIRE DEPARTMENT CONNECTION (FDC) 04 POST INDICATOR VALVE (PTV) N GATE VALVE -i FITTING HYDRANT COVERAGE (150' RADIUS) — — — — — — — WATER EASEMENT 0 Call 811 • • Two business days 0 3o so �Zo before you dig 1 inch = 60 feet 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE 0 OVERALL WATER PLAN c-82o OVWS PERMIT SET C 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n ." 5 � 11 I I � � : � �� : � � 1 � I I I I Lil E C a, Iw x N or)N � L. � Li Q n �� I 1 o °° N � 00 � U n- I o 3�: Q O I I x o I--,' ::�En I I �n- -0o �Q �- � 1 a-) x U ,--' 3;: , a O CD o -4-Q � � x = O-) -U (-) >� ,--"� o o�, -< r-) U Q / � 0 I = x 0 . ---,,,�, -1z) D �-- E =D I (7) r)�, N p O 0 Ln 1 x o 0 --:d- n o cn o I Ln � I Q o 7; o I o x 0 / o N cn I Q CD 0 m I E o cl-Q Ln I x I / Z; 0 E N 0 N �I N 11 N n � Q x g2ND AVE W m m 45' BEND tn:. ,- ,: �t.-: i-,,w . V t. - m m STA. 100+1 5.99, 155.70' LT (l)-22.50 BENDt. .: L -ft., (RJ) ,,,- t.,.,,,. ... zV,'. , - ... I -ft. 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L i ii li, ti ., :LL :.: ,- m �i �i i. -:., , , V, 'I.Ll. ,. , 10 .i.i. ti .- V, -= t.-. ,,w I:, -ft ­ .... : .... 1. n. .1 - zm:1. .n. t:. - , tn.� ,, ti L', .:- .. ... Z:11111 ... Z::�-.-L .... i L, -: , , .: 0 I I il I I,, V I , -:, , "I'll , .1 ... ti , ti .: t. t1:111 ......... ill ......... .,O. "I'll -Inv ... -0. w .11,111, -:.- .11-� .... ti ti ti ti ti MATCHLINE: SEE SHEET C-824 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST SEWER (SEE C-900 SERIES) GAS BY OTHERS (TYP) MAINTAIN 3' MIN BETWEEN 1 1 1 1 -, ... ti wi ............... .....-:- i nummun:11111111111111 .................................... numn:111111. ........-�ftz:-110 -i� ----l- ..... .. .. " " c0 I V I W W = N 1 W 1 W N • • W z ..1 V Q i 1 1 1 ... M. ::., .... .. ft I , ..... i: .... ti .. L -tt:m ti m � m m m i m 11 �.. m i m .............. ... "LLUMULd 1 ti m m ti m m .............. .............. ti m 1 NOTES 1. SEE SHEET C-810 AND C-820 FOR GENERAL WATER NOTES. Q SALVAGE FIRE HYDRANT. TURN OVER TO OLYMPIC VIEW WATER AND SEWER DISTRICT. LEGEND W W 0 -w CONSTRUCTION BASELINE BUILDING WATER PIPE CASING FIRE HYDRANT BMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) WATER EASEMENT 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: N0. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB N0: 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: iCG APPROVED BY: iE WATER PLAN m821 OVWS PERMIT SET C 01 a T 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PLAN 2 3 4 5 C-821 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E C o E N p N � N Q x I� 1 1 1 1 ' WATER EASEMENT 1 1 J I H. I ULt / �F. / L, / I . '(FJ L FIRE HYDRANT #01 MATCHLINE: SEE SHEET C-825 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST 1 1 1 1 1 1 1 1 1 1 1 1 NOTES 1. SEE SHEET C-810 AND C-820 FOR GENERAL WATER NOTES. 2O. SALVAGE FIRE HYDRANT. TURN OVER TO OLYMPIC VIEW WATER AND SEWER DISTRICT. LEGEND W W CONSTRUCTION BASELINE BUILDING WATER PIPE CASING FIRE HYDRANT ASSEBMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) WATER EASEMENT KEY PLAN 0 z • lmmmiiiiiiiim Call 811 o io 20 40 • two business days 1 inch = 20 feet before you dig 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com V Uj O y Q = 0 ca O LU z�> oy� oc en zmi 00 LU REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE WATER PLAN C-822 OVWS PERMIT SET 71 COLU4 B A 0 2 h4414-4151 OF F. E 08 -078 FAX NW H OYT SUITE 102 PORTLAWD OR 224-4032 OFF. l CL- (50:3)8 FAX AWL AIRC H. IT C 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PLAN 2 3 4 5 C-822 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E C U n- I o O I I x o / �n I Q)n- �o �Q � I a-) x U -E, O a� on - I o �x -c / r) >, � I o� Qo U Q � I � x 0 D � I or) n- N p O oLn I x o / 0 -d- n o Cn o I Ln ry I Q o o I o x 0 L / / o N � I CD 0 m I E o ca-Q 0 Ln I x I / I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ /CDT A C° DCAII'1 nD A n 15 LF 811 DI MATCHLINE: SEE SHEET C-826 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST SD 0 110+00 NOTES 1. SEE SHEET C-810 AND C-820 FOR GENERAL WATER NOTES. 2O. SALVAGE FIRE HYDRANT. TURN OVER TO OLYMPIC VIEW WATER AND SEWER DISTRICT. 3. FDC LINE SHALL BE INSTALLED AFTER EX BUILDING DEMOLITION. LEGEND CONSTRUCTION BASELINE BUILDING WATER PIPE CASING FIRE HYDRANT ASSEBMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) WATER EASEMENT KEY PLAN 0 z 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: N0. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE WATER PLAN C-823 OVWS PERMIT SET C 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH T. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PLAN 2 3 4 5 C-823 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N T SUITE 102 PORTLAWD OR 224-4032 OFF, l Cl- (50:3)8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN Co m 824 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E 0 C 1 1 1 1 1 1 I� SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST w w CONSTRUCTION BASELINE BUILDING WATER PIPE CASING FIRE HYDRANT ASSEBMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) WATER EASEMENT 1 1 1 1 1 NOTES 1. SEE SHEET C-81 0 AND C-820 FOR GENERAL WATER NOTES. 2O. SALVAGE FIRE HYDRANT. TURN OVER TO OLYMPIC VIEW WATER AND SEWER DISTRICT. 3O FDC LINE SHALL BE INSTALLED AFTER EX BUILDING DEMOLITION. 3 w 31 LF 8" D I (RJ) -e FIRE HYDRANT C833 LINE PROFILE STA. 106+35.69, 211.71' RT (l)-450 BEND (RJ) FDC AND FIRE HYDRANT ENLARGMENT KEY PLAN 0 z 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE WATER PLAN C-825 OVWS PERMIT SET C 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 RB5-SI ffj 77/jq 17 SITE Pp%jVFEIDS���I ADDENDUM�� MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PLAN 2 3 4 5 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E C Iw / I w w I 0 Q I x Q0 I m Ile U W J W I Q I x I 0 Q x / 0 0 U I Q / I X Q0 N I n cry Q x 0 CD / N X 0 I m F- I ry Q I x / cD z C-D w / O X N � N Q � I I o N 0 Lo N c0 I U W W Cn W W N W z U Q ILIA [d:IUMS14411.j:I4:1 KIM419*141 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST N c0 I V W W N W W N W z V Q NOTES 1. SEE SHEET C-81 0 AND C-820 FOR GENERAL WATER NOTES. 2O. SALVAGE FIRE HYDRANT. TURN OVER TO OLYMPIC VIEW WATER AND SEWER DISTRICT. 3Q FDC LINE SHALL BE INSTALLED AFTER EX BUILDING DEMOLITION. LEGEND 4( CONSTRUCTION BASELINE BUILDING WATER PIPE CASING FIRE HYDRANT ASSEBMLY FIRE DEPARTMENT CONNECTION (FDC) POST INDICATOR VALVE (PIV) GATE VALVE FITTING HYDRANT COVERAGE (1501 RADIUS) WATER EASEMENT KEY PLAN T.- 0 z 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com V 0 O y Q = 0 co O LU Z 0> oy� oc en — �z� 00 LU REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE 0 WATER PLAN m826 OVWS PERMIT SET 71 COLU4 B A FLOOR 20 h - 1 51 0 F F. E 08 -0 78 FAX 213 1 NW H OT SUITE 102 PORTLAND OR 9720 03) 224-4032 OFF, Cl- (50:3)0 8 FAX AWL AIRC H. ITT C �mw 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 %5-SI ffj77/jq`17 SITE Pp%jVFEIDS���I ADDENDUM�� MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PLAN 2 3 4 5 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N T SUITE 102 PORTLAWD OR 224-4032 OFF, l Cl- (50:3)8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE WATER PLAN Co m 827 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E 0 Li w U W w I 0 Q x / r� x N r__)_ ry CD I w FT O C I X / O x N N w w m 0 Q I X 0 X / cn 0 Q I X / Cn 0 Q > o OQ n I o >x n J � I n, a� < U X E o (D I � � I o �c I a) >x � 0 Q � I �o O Q �5 � I E >x N p O U O Loin �o /Q o o o x CD L / U I o o w m o I o m �o N � x CD z CD w A / EN O c X U 0 I Li Li p nIle U W W I ry Q I x x N N CD I W J Li O ry w I 0 Q I x (D rr) x N N I w w w I m F- I ry I x ry Q I x / cn I ry Q I x / I 0 Q x n- > C-) O Q n- 75 I o >x Q/ L N C/) �I �n, I U x E 00 I � � I o n, c Q �c I a) >x a 0 0 Q n­ U CD � I ry � p O Q D I E 11 >x N p CD o I Ln n, % Q o � o I o x L / I o o m o I O ry Ln r__) N � x C.D z w m I Ery o g Q o O N >G I / 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE WATER PROFILES I m830 OVWS PERMIT SET 71 cc��unn��a I �LoaR EATTE WA 9 8 1014 (06) 4414-41 OI E (206) 41-078 FAX C 213 1 N W HOYT I SUITE 102 PORTLAWD OR 9720 0:3) 2 24-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PROFILES 2 3 4 5 C -830 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E Li w U W w I 0 Q x / r� x N r__)_ ry CD I w FT O C I X / O x N N w w m 0 Q I X 0 X / cn 0 Q I X / Cn 0 Q > o OQ n I o >x n J � I n, a� < U X E o (D I � � I o �c I a) >x � 0 Q � I �o O Q �5 � I E >x N p O U O Loin �o /Q o o o x CD L / U I o o w m o I o m �o N � x CD z CD w A / EN O c X U 0 I Li Li p nIle U W W I ry Q I x x N N CD I W J Li O ry w I 0 Q I x (D rr) x N N I w w w I m F- I ry I x ry Q I x / cn I ry Q I x / I 0 Q x n- > C-) O Q n- 75 I o >x Q/ L N C/) �I �n, I U x E 00 I � � I o n, c Q �c I a) >x a 0 0 Q n­ U CD � I ry � p O Q D I E 11 >x N p CD o I Ln n, % Q o � o I o x L / I o o m o I O ry Ln r__) N � x C.D z w m I Ery o g Q o O N >G I / 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE 0 WATER PROFILES C-831 OVWS PERMIT SET 71 cc��unn��a I �LoaR EATTE WA 9 8 1014 (06) 4414-41 OI E (206) 41-078 FAX C N_vv HOYT N SUITE 102 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PROFILES 2 3 4 5 831 2 3 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST n 5 r� 1 E Li w U W w I 0 Q x / r� x N r__)_ ry CD I w FT O C I X / O x N N w w m 0 Q I X 0 X / cn 0 Q I X / Cn 0 Q > o OQ n I o >x n J � I n, a� < U X E o (D I � � I o �c I a) >x � 0 Q � I �o O Q �5 � I E >x N p O U O Loin �o /Q o o o x CD L / U I o o w m o I o m �o N � x CD z CD w A / EN O c X U 0 I Li Li p nIle U W W I ry Q I x x N N CD I W J Li O ry w I 0 Q I x (D rr) x N N I w w w I m F- I ry I x ry Q I x / cn I ry Q I x / I 0 Q x n- > C-) O Q n- 75 I o >x Q/ L N C/) �I �n, I U x E 00 I � � I o n, c Q �c I a) >x a 0 0 Q n­ U CD � I ry � p O Q D I E 11 >x N p CD o I Ln n, % Q o � o I o x L / I o o m o I O ry Ln r__) N � x C.D z w m I Ery o g Q o O N >G I / 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB NO* 1500129 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE WATER PROFILES I m832 OVWS PERMIT SET 71 cc��unn��a I �LoaR EATTE WA 9 8 1014 (06) 4414-41 OI E (206) 41-078 FAX C 213 1 N W HOYT I SUITE 102 PORTLAWD OR 9720 0:3) 2 24-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A WATER PROFILES 2 3 4 5 C -832 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 VIA F EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 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 I %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, CIL_ SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST (50:3) 224-1091:8 FAX M AWL U M. AIRC H. 11T E C T;s INC ................... ............... ............... ............. ............ ............ .......... - ............... ............. .................... - ........................................... - .................................. 1601 5th Avenue, Suite 1600 . ..... ...... ­10 MIL PLASTIC Seattle, WA 98101 TYPE 4A.01� BLOCKING TYPE BLOCKING 206.622.5822 RTICAL BENDS FOR 11.2,5* - 22_5* - 30*: VE OR 11:.25' 2.15� 3W WR11CAL, BENDS . .. .... www.kpff.com .................... .............................................. .......................... __­ H OR: ZONTAL BILO CKING D L L . . ..... ................ LUE.DOUBLE-SIDED RAY LITE MARKER L U PLACE OFF CENTER OF: ROAD TOWARDS HYD,, CAST! ON VA LVE BOX WTH SLIDE EXTENSION 4 TUIRNBUCKLES��.. LID TABS ALONG VALVE AXIS ALIGN THREAD 6' 7 0 ................ L 7 . ............ .. F� _­­­­N!!:::�­­, m 777 1601 5th Avenue, Suite 1600 0 0 Lj .4% LL- Fir V ZZ S U F- 0 V 0 U_ A.VK SERIES 27 MISCH 929 OR MUELLER CENTURION. IMI Lu ILI- LU En Seatt e, WA 98101 5 1 /4 M.VO, BREAK�AWAY FLANGE, m Ul_ s 4'hp STORZ. ADAPT ER� .2 COATS 206.622.5822 Uj < FARWE �T ENAMEL - CAT YELLOW,, Z PLAN -LA; < AL.. BOX WITH SLIDE EXTENSION AST 111RON1 V LVE. Ld . .. ..... . ...... .. T Z www.kpff.com AXIS -0 1 1 I= ALIGN LID TABS ALONG wrid-wi; ............. �4 300 /B 1,�5 8 2_0 5 22.5 11 2_2 2.0 ­­F 30 e MIN:. .......... PA-111 N T SHACK E R D L 0 b WI IH .................. ...................... ................... ........... OR SURFACE .................... .......... 3- x3 x6l' CONCRETE PAD 1 MAX. 2 COATS OF COAL TAR OR 300 11 2_2 5 2_0 1­� . .............. ASP HALT PAINT TrI. 'y M-11 PLAS11C BETWEEN 25 Z9 22,5 .30: 41 H N, BLOCKING AND ..YDRA T TYME :0'61. BLOCKING ............... .............................. VER MAL BENDS 0 'WASH D ROCK .......... OR 45' VER -E o 16 2=5 5/8 1 2,�O . ......... 8 30 0 11"25 2Z 47 3.6 1/4 C�Y`,, 1­41/2:` 7 30 4A 3/4 1,5 OCK WASHED R! . . . . . . . . . . . ............. 10�12 250 11.25 32. 12 5 8 2_0 10 MIL PLASTIC ------ 4 TURNBUCKLES­�... 4.5 7/8 3.0 VB 2 D .2.5 THREAD -30 132, 5A ..................... K - - - ------------------ .................................. ..................... ....................... C NCRETE BLOC �IN ............................... .... TAPPING TEE. POUR IN PLACEF 16 it2,5 70 4.1 7/8 10 1 , 4.20 225 R ODEL TS 22 184 5.7 -1/8 ko RESILIENT SEAT T PPING IN PDXY: D MA NITA. N CLEARANCE �5 E E F K B ARI NG AR 0 BLOC S FT. US! D P 30 2:75 4� FOR RAIN PORT,. (FL, MIJ) GATE. VALVE �S" .......... A . ... ...... T 9W 15� EES :& 22.5 DIP% 1 8�11 20 D B Ds BENDS N S: BEND EN 91 4�5 7/ s ..................... 20 :x 4r* �x BRICK ........... 2Z5 2,25 SA 1 1 /4 4.; ............... 30 330 1 1/8 1 k5 UNDISTURBED EARTH,.,. TYPICAL. 6 4 ........................ .. .. 6' FLANGED TEE 7 6 4 2 ............. 2.4 1115 5.0 3_5 3 V DIA. SHACKLE RODS s 200 TH R U ST BLOCK NG PER S `H1 D E. L UL /8 10 1:1 3 2,2u5 320: 6.8 1-3 4,,5 W/ 2 CO OR 12' .0 MIL PLASTIC BETWEE _-.5/8 5,,5 t 3:0 480 7.9 ................... PAINT SHAG LE ODS wil K R ASPHALT A.I... I ON MLGALUGS.. CONCRETE BLOCKING P ..K SCHEDULE NOI BLOCKING,. .................. ......................................................................... - 0 C; 10 MIL PLAs'nc BET. B �K C ATS OF OAL TAR OR NOTES, BLOCKING ASPHALT PAINT TYPE "B ALL BLOCKING SHALL BE POURED CAINST FIRM UNDISTURBED . ... ... ..... ..... ....... x FOR 45� VERTICAL BEN �S D .................. . . r, 4" x 4' x 8' BRICK 6:": D. 1'. PIPE�: GLASS 52,, CEMENT BEARING REA AT FITTINGS NOT GIVEN IN BEARING ............... .......................... LINED. 3i':-:10 'D 6" AWWA ILI.ENT SEAT GATE VALVE MIN. LENGTH. RE UIRE S: SHALL BE AS DIRECTED BY THE ENGINEER. .... . . .... 4 45: 30 5/8 2.0 . .... . .. ......... S! Mp NiM. RISING, TE i RING SEALS. FIL x mi 5 6 4.1 UNDISTURBED SOIL.. TYPICAL WHEN POURING AGAINST PLUGS AND BLIND FLANGES SET STIEEL . ...... ..... 123 PROF.L.. OF OLTS: 250 232 61 3/4 2.5 TER BOX 'LID AGAI FITTING: TO K-EP CONCR:E71r1E 8 4. 16 4:78 1 7�8 AYOUT To BE APPROVED BY DISTRICT PRIOR CONCRETE POUR. 0 .20 560 &2 1-1/4 20 8,20 4� .......... .................. ... ....................................... 'Wool, .......... ........... .......... .......... ........... ........... .......... ............. ............ cl: F 1 Ur"s . .......... S��CHO`XL DISTRICT ..................... s ................. ..................... ............... ............ ............ ................................................................... .......... ............................................................................................................ ......................................................... .................................. .......... ...... . ... - ........... ........................... en ................ c i 1 Ll Rarning, L & S`E WE R D I I TIR 1 L M P I I E W TE R & E R D 1" TIR 11" T PIC M E E R 1M I ME W: W, SEW111111ER `%IS'TR'/_`7 PIC EW WA TE S W STRI, T A hEW WATER: ...................................... ................ ............... .......... .......... ............. ...................... ............... ................ ........... ............... ................ ........................ ..... . ........... . ......... . ... - - - - --------- ............ ................ ......................... ............................. ........... _TA1 L EVISIONS N DA F? D D ETA. , D L 0 D FR EVIS 0 NIS TAN. D A R D ETA I L EVI �S I S TAN DAFR �D ETA. I FNEV I S I N S STAN A D D R ................... ............... ............................................................... .................. . . . ... . ............................. ..................... ..... . ....... . ...... .... 'THRUST BOCKNG Sheet .2 of 2 THRUST LOCKING Shee+ o f WET�TAP COINNECTION/VALVE B,11X T A I L .......... ................................................................................... FIRE HYDRANT ASSEMBLY EDMONDS SCHOOL DISTRICT ............................................................................................................................................................................. ...................................... . ........................ ------- ............ ................... .................. SCALE Dws SCALE E SCALE DW a. W DATF DWC 0 ATE ow NO. .............. ............ 1.2/18/12 12/1 B/12 TS W_ 5 1,2/18/12 NTS W�6 2 NTS: 4/ 13 NTS W-3 ............. ................................................................. ............ ............. . ..................... . .......... - ............................................................... ................... ................. ..................... .............. ............. ............................ .......... ............ .................. ................ ....................... ......................................... ................................................................................ ............... . ..... . . .......................... ......................... ................ ................ .......... .............. ................. .............. ...... ....... MADR NA H L E D m 1 FIRE HYDRANT ASSEMBLY THRUST BLOCKING DETAIL 1 2 THRUST BLOCKING DETAIL 2 3 WET TAP CONNECTION 4 < Uj 9300 236TH ST. SK , WA 98020 NTS C-820-827 NTS C-820-827 NTS C-820-827 NTS C-821, 827 >< C C rill REVISIONS: C/-) I r,K NO. DATE DESCRIPTION ............... ........................... .................................... ................................................................................... ............................................................................................................................. .. . ........ I ........................... .............. ............... .......... .......... ....... . ..... . >< 1 04/07/2017 COMMENT RESPONSE f�SEE SURFACE "TE11111AL LW FM r ANID Li A&MMM ............... RESTORATION DETAIL n 00 SLM m, APPWOM EMAL AWSWE PIK %PMM %Wa M4 OR APPWa EWAL !_� . ............................................................................................................................................................................................................................................. 04 21/2017 COMMENT RESPONSE 2 L2 13> ............... CD SM001kI WMJZ% MI Y TYK OR EINi R. BY FL . . . . . . .................... 00 TE14 FLANGE OffiRAM PROME REMOTE READEP, n�S MIIND RAIIIM TAII"M FM F64PAM LINE READER PAID AND SUMDENT ................... ...................................................................................................................................................................................................................................................... >< PAINT PIPE ABOVE GN.D R.N. GATE VALVEIRANGE BY RANGEWMMIDIIIIIHEEL REMO READER AN SENS YELLOW .......... CD 50 qu emm Rwm KAM Soml$ CR Appom E011AL 4 x CONC. 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DUCT LE RIJN PIPE LLJ VALE OLYMPIC VIEW WATER SM FUW MAUL Ump PUM' S25 OR APPRM 8 P DETAIL Ei C) NO SCAI E DETAILS ......................................... ............... .................... ................................. ..................................................... 0 V"IEW WAT V Uo HU 00% L 'IT' FFm I C & ULT VIEW WATER & SFWER D I S T R I UL MPI V WATER & S WER UIS T R T I T Vi E, W W.A TER WE N E STR_U ............... ................................................... ............... ................ ............. .... .............. ......... ....... ....... ............. .............. 11 N S STAN DAR D D ETAII L. REV SIONS; STANDARD DETAIL. VISION STANDARD DETAIL �R EVI S 0 N S STAN DAR D D ETAI L R E V I cl- .......... -01 SITE PERMIT REVISION SPR 04/17/2017 REN D ET A I L B L METER AND METER ASSEMBLY THROUGH Oil T c 2 OW 0 F F ASS EM B ARV ASSEMBLY DFTAIL ............. ....................................................................................................... ........................................................................................................... m ....................... .......... ..... ....... ............... .................................... .......... . ...... .............. ................... ............. ......................... ................ NO ATE SCALE DATIE SCAILE. owc ATE S LE MG NO. ..................... .............. ....................................................................... ........ IN W_ a 121/18/12 NTS W-1 D 9/2006 N [A wmis N T 12/18/12 N TS. 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E cl- . .......................... ....................... ........... ............ ............ .......... ............. ............ ........... ............... ............................ .......... ....................... ........... .. .. ............. . ..... ............... ................. .................. .................. .............. CD I m >< ISSUE DATE: 05 DECEMBER 2016 E TYPICAL TRENCH SECTION 5 2 6 SEMBLY 7 8 ISSUE: SITE PERMIT NTS C-820-827 NTS C-81-V NTS C-820 NTS C-822 C111i OVWS PERMIT SET >< PROJECT NO: DRAWN BYm CB CHECKED BY: JCG/TJE A A OLYMPIC VIEW WATER DETAILS m d I U 2 3 4 5 6 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE OLYMPIC VIEW WATER DETAILS Co m 841 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 900 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 910 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 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 EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN AND PROFILE Co m 921 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN AND PROFILE Co m 922 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER PLAN AND PROFILE C -923 1 71 cOLunnB a I FLOOR EATTE WA 981014 (016) 4 41 4 15 11 0I (206) 41-078 FAX N OT SUITE 102 PORTLAWD OR 03) 224-4032 OFF, Cl- (50:3)0 8 FAX 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/2017 SITE PERMIT REVISION 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE SEWER SECTIONS C -930 2 3 5 r� E C N ........................................................ T D INS Af'N li­�O R D % N. C E W ITI I MAW. I LES S H.A. L. Ll B. EE CONSTRI Ad ul.�! U/ AASH M 199 U N L EI-I-ES, 0 T H EF`1611S E !S: H 0 W N 011"N. PLA NOTED 11-H E W D 0 T T A N, D A R D S' .11 111 CAI 110 0 N S:.: I N /APV :SPEC' F 2= J S IN I-S. HA D H 311 DI I N A D,,J L, T1 E 'T E T I - ®r N SHALL HAVE 3 M! N fNE STEPS 1 :7". -Z-) CLEARANC, AVE 6 M I P-4. SHALL. I -I N AN HOIL E Z"". CLEARAN PIE I � D) W NO,,I: 2=;�O MANI-LO; E DE i P D 1111111IN "I D E A" T" N HAN HOLDS HAI t I BE 1__A4ChE A I E R' CD R EI B 1.X COIJR4"3i WISH A MIN. 0 ONE H A N D Ni2z ; R L-EVR E P �N Hc L.D BETWEE THE LAST ST PI AINID TO U 01 THE. WNW 3 A. ST;� E C C, N C R ET SHA1;::;1; A. -ILL RE I C F" C"ED CC: E_ C N — LA I p E 4000. T �R S 4000;i: NON�REINF ALL F E AE11 C ON. C. �E.T E HAI I BE R UKED S k A L. A; D S! fELF HAII 1__ BE CI Ak 000:. c 0 N IN CF14ANNE C r PRE2%ST B.A�, SIAALFL. BE JRNT HED WTH IL R .. ...... ....... I J I ITS K NO S. K N, 0 C K 0 U T SHAI.;J= 11 1; kv WN 2]" H-k LL THIC.K,NEI-. M11IN;. U N U sE D KNO; I" DIL !OT BE GROI I.TED IF N NEE, WALI IS 1....EFT IINIT,-NCT P P ES HAL L_ B E I N TiAL-11LIED ONLY IN .... ........ INIL iE ENGIN E Ex .. .. ......... . N OUT R ii] L1411T) _J: XIT H. LE 11 Z E S ALL UAL PIPE D;AM;. P I MANHOLE V N S S.4 MAX. H LE 0 SZ1 E, SHALL B E FOR 4i ANHOLE. 4.2'r`,;.' I' R' 54 MANH L� U 17 P# �H JWEIEN A -0 L I-- HA L L 13 Ell; 41, 6 If 71, M I D I ii"STA. E BE . ........ ........ 6. NIIIH0L 1.AV SAA(;� C CR F WIT Yl. 7 0 5� AND MEET THE S�1111­ R E ti I FH R E E QUi I R �E h ENT_�j C F E 'I D 4711 N G F D; AL �S P E r I lF CN 4 1 R; Z Li MA 13-J i NA­:0 S I I R TO 5153'_­ U R �E N S A B 1171 [.S H,] �E EF ON�ROCKJN F I W 11H. /N-INY T "'N 'OVER, PPOS III NL 7� I IN ALL BAS-SLE G 'E-3, T E S,HALL. _AVE A I 'M .1 IN.. Y-E.LD 0: C HE 6 U 1 0 z 1i [:3) T H Sp I AND PLAC. D IN T 0 F THE BASE WITH '1 IN. C� ARA.N;C1.__. LE FOR H F 1 H T;"--,. R F 12:' OL_1E15;!IE_S.. 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S�4 MANHOLE SPECIFICATIONS RE SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST XS FIN T T. PAVE., 2% . ........ . ... . . ......... 4 m I N. 6 M Ak: EXIST. MA HO LE U Vym1j U , E T r"Ie"N AEW WAT R SL ER DISI` rN ............................................ ........... ........... .................................... D L) REVISIONS STAIN �A i DETAIL ....................... ASPHALT PATCH AT MANHOL.E.�>, ................................. ............. WE SCALE DING NO., .............. B 11 2/1 NITS S�6 I I ASPHALT PATCH AT MANHOLES NTS C920-923 NTS C920-923 NTS C920-923 .......................... ..... . .... . ..... ..... . .... . ..... U L ym P MEW WAT;'n c E VV E R D TIF 11 C T R EVIS 10 S T D A RR D D. El. TA 11 L ................ ............ .......... ........... .... .... MANH E S T E P OL; 57L DATE 4/ O SCALE DING N. N T S .................. MANHOLE STEPS NTS C920-923 TIFT Pi£ i SEWER DISTRh!'`T 10LYNAPlf�" VIEW WATER c NTS C920-921 ��-C� OLY^�1�IC VIEW WATER & SE'JJER DISTRICT ... .. ..... .................................................................................................................................... ......... SEW ER CLNT D F T A L .................................. 121/18 ..S......C..A NTS S�3 CLEANOUT NTS MANHOLE FRAME AND COVER 4 NTS C920-92; 0 Call 811 ••two business days .................. .......... ............. ...... before you dig 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISIONS: NO. DATE DESCRIPTION 1 04/07/2017 COMMENT RESPONSE 2 04/21/2017 COMMENT RESPONSE DATE: 12/05/2016 JOB N0: 1500 DESIGNED BY: CB DRAWN BY: DC CHECKED BY: JCG APPROVED BY: TJE OLYMPIC VIEW SEWER DETAILS OVWS PERMIT SET E C 71 COLILI14 B A I F O R 4 S E ATT L, El WA 9 8 1014 (2 016) 4 41 4 15 11 0 F F I %C E (.206) ­0478 FAX NW H OYT SUITE 102 PORTLAND OR 972 9 (5 224-4032 OFF, CIL- (50:3) 224-1091:8 FAX 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 -01 SITE PERMIT REVISION SPR 04/17/2017 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 1500129 DRAWN BY: CB CHECKED BY: JCG/TJE A OLYMPIC VIEW SEWER DETAILS 2 3 4 5 1 ( 2 13 I 4 1 5 ( 6 TREE PROTECTION LEGEND TREE PROTECTION NOTES: E M C 0 2 I_ KII LL 1, y y v - 1 } �o { 4 1 '- 1 7 -J EXISTING TREES TO '\ i \ REMAIN UNLESS ANNA / \ m i i OTHERWISE NOTED, TYP. ;u\, /,..gtiC/t.'.1 \:. t �.1, 'ate s�/ \il {/ I`o`f/' °.•xi`ZY�1 / \�_\� \ / a r'.k\ \I'�.1 I�,._./\�:. -�I"' /1' /No l o�I II 1 EXISTING BOULDERS ALONG 236TH STREET :Ai /• y� \� �1 1 i' lI I t SW TO BE SALVAGED III III FOR REUSE, TYP 1 I t 1 TP /`0 \ 1 II 1't A:k ll II i /=T \\Xi,+ Or i NIII �F i \VI I 1 IA 1 14 1 II. i 1 I Ir \ II I a I 1 i j 1 } I A"� pO 1 i 1 , I , 1' li I ' 1 1 Y 1. 1 wp 1 (y � n 14 1, y 1, J 1 00 i A wax p m � �Y ro ~ I wa0 w It II i I it EXISTING TREES TO �^ IW REMAIN UNLESS OTHERWISE NOTED, TYP. it it L I III 1 III o0 it a I II _ III P SELECTIVE REMOVAL OF TREES WITHIN TREE PROTECTION AREA. Gfi V A '6z' y STUMPS TO REMAIN. �/ I( LIMIT DISTURBANCE OF / (\ - Ij A EXISTING UNDERSTORY. NO HEAVY MACHINERY WITHIN TREE PROTECTION AREA, TYP. CUT AND TREAT STU M PS, ---� SEE NOTE 5 THIS SHEET DO NOT RIP OR TIP ANY FOR UTILITY WORK IN TREE WITHIN TREE THIS AREA. DO NOT j PROTECTION AREA, TYP REMOVE STRUCTURAL SEE TREE PROTECTION ROOTS LARGER THAN SPEC - 2 DIAMETER T o , __j i WITHIN 12 RHODODENDRONS i r0� T H - - - WITHIN EXISTING COURTYARDS TO Ih, '� ."- _ �� BE SALVAGED AND TRANSPLANTED - TO LOCATIONS SHOWN ON PLANTING PLAN EXACT PLANTS TO 1 �IMARKED .___.LANNCRENTATIONS _BE RO PHASES � / / I / 1 // I v - - - - - - -____ . -- - - - - - - - - - - t V�� / ' ( \aA Isi 1X1. /p ��qq - VT ///I JI iY do x\ -. -. _ �� �'\ YY\ 1 y ....,. /�. \/ G/ - / v - - i —1 - - - - - r - i- -- -- -- - - -- -- -- II------- ___ ---- ---- T a SALVAGE 24"DEC rFOR LOG BENCHES .-------------- \-� II„' IL /'F,� A A �v D, aCUT AND TREAT STUMPS, II `xo A / �� � IhP? -"�, ra F \ ZV A X DO NOT RIP OR TIP ANY �I _ TREE WITHIN TREE PROTECTION AREA, TYP. V II II SEE TREE PROTECTION SPEC A A VA -------------------- It vv/i f a o0 EXISTING TREES TO ,"'�-'mac'-� 1 { r (�o % I\ "n_ \/ 1-T- REMAIN UNLESS/(� \�\�/ /\ xy - OTHERWISE NOTED, TYP. x -- _ \ � \ jai \ /�. m / \ EXISTING TREE TO REMAIN AND BE PROTECTED {][} EXISTING TREE TO BE REMOVED EXISTING TREE TO BE SALVAGED FOR LOGS TREE PROTECTION FENCE _ TP : 1 TP-100 ITICAL ROOT ZONE AND INTERIOUTER UTERI CRITICAL ROOT ZONE EXISTING TREES TO REMAIN TP-100 — LIM UMITOF WORK LINE RESTRICT WORK WITHIN CRITICAL ROOT ZONE OUTSIDE OF TREE PROTECTION FENCE AREA TBE GRUBBED OF INVASIVE PLANTS, DRESSED WITH 4" ARBORIST CHIPS 7 ZONE BB: ZONE AX2 ZONE A: - DBH IN INCHES = DIA IN FEET PLAN T TREE PROTECTION SCALE: 1" = 1'-0" 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. 00 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, 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 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. 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 11 12' MAX SCALE: 1/2"= V-0" SPECIAL CONSTRUCTION REQUIREMENTS (TRENCH I NG/EXCAVATION) ZONE A (INNER CRITICAL ROOT ZONE) 1. NO DISTURBANCE ALLOWED WITHOUT SITE -SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE 2, SEVERANCE OF ROOTS LARGER THAN 2" CIA REQUIRES ARBORIST'S APPROVAL 3. TUNNELING REQUIRED TO INSTALL LINES 3'-0"BELOW GRADE OR DEEPER ZONE B (OUTER CRITICAL ROOT ZONE) 1 OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO ARBORIST'S APPROVAL. SURFACE PROTECTION* MEASURES 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 81N UNDISTURBED CONDITION; • OWNER APPROVAL. 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3'-0" FENCING/ROOT PROTECTION 1. FENCING TO BE PROVIDED AND MAINTAINED AT LIMITS OF OUTER CRITICAL ROOT ZONE -SEE PLANS FOR LOCATION 2. ARBORIST'S OR LANDSCAPE ARCHITECT'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE B. 3, PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN CRITICAL ROOT ZONE SURFACE PROTECTION MEASURES 1 TEMPORARY ACCESS' MULCH LAYER, 6 8 DEPTH, & 3/4 PLYWOOD SHEETS 2. RECURRING ACCESS - MULCH LAYER, 6 -8 DEPTH, & STEEL PLATES s" AX 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 D C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON SRE PEST FLFANOR KI CERTIPICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 0XIV17 PHASE 1 BID SET ADDENDUM 01 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: -- --- ST CHECKED BY: KK COPYRIGITMAR MAkAITFUTs INO x011 URI 9HFHeI71 WN42" A TREE PROTECTION AND REMOVAL PLAN 2 3 0 5 oo_000000_ �MR1 �oo�o�000�0000m 2 3 0 5 0 19 M -W' - r 1 - r r ....,_.--.,._. _--- ( < �� EXISTING TREES TO REMAIN UNLESS OTHERWISE NOTED, TYP \ EXISTING TREES TO \ �_\\ \ i / <.. i _. - / �` REMAIN UNLESS OTHERWISE NOTED, TYP ce -\ / / 1 \I \-. ja ,na 1 -ra: \ x \ �-__�/// f`\064o \\ `\. L 1 1\ ii 1 C si N(, z � z u If l 0 2 i o ' TREE PROTECTION LEGEND \ EXISTING TREE TO REMAIN AND BE PROTECTED {�f( EXISTING TREE TO BE REMOVED w EXISTING TREE TO BE SALVAGED FOR LOGS 4 TP - TREE PROTECTION FENCE 1=—i y INTERIOR CRITICAL ROOT ZONE AND OUTER CRITICAL ITICALOT ZONE OFEXISTING T/P100 TO LIM LIMIT OF WORK LINE _. i---------------- SALVAGEv / 1 -- _._._._..__._.__._._-._.-._._ --. -.- _._._._._ _ _.-._._._ -. -. -. _. _. _._. _.__ _._._._ -.-.- - DOUGLAS - a SALVAGE DOUGLAS !FIRS FOR LOG BENCHES m- l_ FIRS OVER 18" FOR 1 6 F .SALVAGE 20 M ��- Ar, FOR LOG BENCHES ,/ `;r , LOG BENCHES 1 / �a � \ m rp 1 / i 1-m ----! CUT AND TREAT STUMPS, DO NOT RIP OR TIP ANY TREE WITHIN TREE ( - - PROTECTION AREA, TYP , - \ "S SEE TREE PROTECTION o /\ SPEC 1 S VAS r`, I cA p jrB �Tn CUT AND TREAT STUMPS, 1 DO NOT RIP OR TIP ANY TREE WITHIN TREEim� / PROTECTION AREA, TYP. SEE TREE PROTECTION - �//?i� EXISTING TREES TO SPEC - - - - _ _ _ _ / / �11 VWYc�I REMAIN UNLESS , 1 I a OTHERWISE NOTED, TYP. / / ° i / i\- IA �z241 Y ---� T 1 °D/ }✓ T\ /H /✓� /�rQ �'""+-r+z. ate- �r-�"a- -�-��TrP- w — ra _ r sa'—=--c�v=_ mw^'��`^4—._.°—T'Q/ \ _ \ I-`ok \/ \ \ / iI /, \ \ 4 \ \\1mm\a9 - 1// !1 "-1�00 \ '�^' ) /) / ._ 1 �a \ � A II\1 "' pa �- v'• EXISTING TREES TO � � % v���,/ i i !( �h _ �A _ / { t` ( / I 1 / 1\ ���VV )/ A Av g- REMAIN UNLESS �_� A \N � Y/VC/ ( OTHERWISE NOTED, TYP. "' ��` A ,r- A `g P" -! V -- / �� �i A ��",ca' �A/ / TZ 1 - RESTRICT WORK WITHIN CRITICAL ROOT ZONE OUTSIDE OF TREE PROTECTION FENCE AREA TO 4 BE INVASIVE PLANTS, DRESSED WITH " ARBORIST CHIPS TREE PROTECTION NOTES: 1. TREE PROTECTION AREA SHALL BE DEFINED ASA 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, 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 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 E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP EST FLFANOR K_ KINKEAD CERTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAHLUMAk TITFUTS.INO H011 ORI SHEH8171 WN42" A TREE PROTECTION AND REMOVAL PLAN 1 1 2 1 3 1 4 1 5 WOO MMMMM000\� 0 1 ( 2 13 I 4 1 5 ( 6 I r/ rnlfl E M C 0 M Lr - - u- 71 i J r' )L 1 \ r "^ i 5 1 Y• P F 1, '. V r' 1 1 d "v +r "h'.... \ ` "� ? ", . / 'tt r r, 1 I ( r l l 4 . f r T 1 O b� (F1,! 11 �,- t, \ :avvaPappppppPpPaaaappppppPPPPP 1 „v _v o v 23 5 c a" v p " v oP op ,. "" VVO444_aV Vavvap 9-A^_4 _ x t � "` � Y ^ w�..vr�s` a _ va Tagcv vp " 1. „ .- I ...,1 +++.+ «.+++++++ + +++ + .++++++++++++++++++++++++, , , + �i 1 + + +!+ ' . . . . . . . . . . + + . , .. .' "^•„..4 �'+ + ++('+.-+ I. . + + + + + + + + + + , + + . ++1 +.. . . . . . . . . + + . + + . . . . . . . . +++ +°« 1S Y 1 + °I .. 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VY/aayPo-v-vcv Pp,,, y: cvvv v:v:.v a bb aVVP ¢P V9v9Vtt4.:9 � �� vv bcpv v-vcvvvvvav ro Pvpvvvocvvvvvva ap-.o Pbpvcv-P-c-v-c-vvvvvvaovvvvvvvvov av vv pvv7'- vpvvv. aP-b aoobv:v 1 +�17.5" i4 t aJ'r' 1 t d 1 4 1715. VVv P bbaq PP PPP v p4 1 , r } °". , ✓ VP apa T: v V cP v v vvv by I � - '- v av vv°.aP PVP vva PPPvavv°vavvvov vvvvvvaa avvvcv-ao aaq. 235 v. p v p v a ti 1 vevabavv P, v,a �.3. �vavvv v.... vvv Jvvv appvvvvvvavaPv vcvvvvvppPvvrovvvavvv-vvvvvvv avc 1 v PAbb O av I4+"-"1 I+Iri Y � aPPPp , V SIIVI 1 i - \ i p '-lvuy vvvv�p P P- - apP_ p vp49 p. 4 _P P9 pv Pp4 A saPv pvavvo°°ay. ° °°' 235 v vvvv vevv vvavavpv P�bTa9 v9 'T 4AR `ap 4 V OVRP aaa `DyP ap ppvv�l 4opPvav: A - vapy VVV _ ac PPaPb Ovc p vaP v A d ^nmr71 P M r \ ^ m +*'I It .,.,... ,, s .. I V/ 2Lr 2 SOILS NOTES: 1. ALL PLANTING AREAS, EXCEPT FOREST RESTORATION 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 BMP TEAS. 3. PLANTING BEDS/ECOLAWN: SEE SEC. 329100. 4, CONTRACTOR RESPONSIBLE FOR ACCOMMODATING ANY FLUFF FACTOR OR SETTLING. DEPTHS SHOWN ARE MINIMUMS. 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" COMPOST TO 6" DEPTH OF RIPPED SUBGRADE. 4, PAVING S. PLANTING SOIL -DEPTHS VARY, SEE SOILS PLAN. INSTALL IN A MINIMUM OF LIFTS. 1ST LIFT TILLED INTO PREPARED SUBGRADE. 6. TOP MULCH: 3INCHES. 2-INCHES IN GROUNDCOVER AREAS. NOTES: A. AT END OF WARRANTY SUPPLEMENT TOP 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 BIORETENTION AREA - SUBGRADE PREP: 2.5" vv, 23S" ov BIORETENTION SOILTILLED INTO SUBGRADE, PLUS 18" BIORETENTION SOIL, 3" TOP MULCH � ECOLAWN- SUBGRADE PREP: 2.5" 85"{„ COMPOSTTILLED INTOSUBGRADE, PLUS 6" PLANTING SOIL �14.5° ATHLETIC FIELD - 2.5" COMPOSTTILLED INTO SUBGRADE, PLUS 3" COARSE SAND, T ROOT ZONE MIX EROSION CONTROL& SLOPE STABILIZATION 85 =I PLANTING-SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 3" PLANTING SOIL, EROSION CONTROL FABRIC, 3" TOP MULCH (SEC 3132 00) PLANTING AREA-SUBGRADE PREP: 2.5" 175" COMPOST TILLED INTO SUBGRADE, PLUS 12" PLANTING SOIL, 3" TOP MULCH --� FOREST RESTORATION AREA- PIT PLANTING 3 _ ONLY, 3" TOP MULCH SEEDED GEOBLO321243321243CK- SEESEC ARBORIST CHIPS-6" GARDENING SOIL -12" SCALE: 1" =1 0 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 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 ADJACENTTO CURB, WALK, OR PAVEMENT. ' 7, SEE CIVIL FOR UNDERDRAIN, IF NECESSARY 8. SEE SLOPE ROUNDING DETAIL, 3/SP 100 9, CHOKER COURSE DISPLACEMENT UNIFORMITY SHALL MATCH OF DISPLACEMENT UNIFORMITY BIORETENTION. 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 (56 PSI) ALLOWED WITHIN BIORETENTION CELLS DURING AND AFTER EXCAVATION AND INSTALLATION TO PROTECT SUB -GRADE AND SOIL POROSITY. D. FOR SLOPES GREATER THAN 25:1 EROSION CONTROL 12" - - BLANKETS PER WSDOT 9-14.5(2) TO BE USED. E. SEE CIVIL PLANS FOR EXTENT OF ARMORING, TO BE FIELD n Q n LOCATED. _ BIORETENTION CELL A:'1 2! SNRUg� 4 S�PC 1 1'MIN. FOR LAWNS ONLY / 2% TRANSITION ZONE 2'-6" s MIN 1" FOR 4:1 WITH T-6" / TRANSITION ZONE SLOPE ROUNDING SCALE: 1" = 1'-0" 1. EXISTING OR PROPOSED FINISH SURFACE OF PAVEMENT (VARIABLE) 2. PROPOSED SLOPE 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 FOR LAWNS ONLY ------ TRANSITION ZONE 2' 6' ------------ 1 2%N ----- 1 i MIN 1" FOR 4:1 WITH 2'-6" TRANSITION ZONE 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 2 24-403 2 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3'e Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascadedesignwllab.corn STATE OF WASHINGTON 6�GIST RE LANDSCAP ECT FLEANOR K_ KINKEAD CERTIPICATF NO 765 ,f Edmonds SCHOOL DISTRICT Each student learning, everyday!: EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MASTITFGTS INO s011 URI 9HFHeI71 WN42" A SOILS AND SUBGRADE PREPARATION PLAN 1 1 2 1 3 1 4 5 00 �000000� �oo���oo�o�0000000�oo 0 mm 1 ( 2 13 I 4 1 5 ( 6 E M C 0 OPTIONAL AREA FOR STOCKPILING TOPSOIL OR WOOD CHIPS PER SEC 311400 2 1- 1 ` 1 4 1 If r--� �_-- ._.. 7...._. _. .._ { __ I . ,.... A i ✓ % 1-_. r..-,r (� i .. _. I _ „ , _. _. _... . -.... +, d.. OPTIONAL AREA FOR . N _ , 1 ",,... .. ,..,. e.,^�.+,,, �_. -•..ILL.—.r=.n ti.,, .. # } »�;:�J .L-:..,,...� ....."� 1. 1 STOCKPILING TOPSOIL �^.:r=�"M �", . -, •T' _ -...„. �- I OR WOOD CHIPS r. . ... .. _, ., ,,,„.,„:max;++,., l _,,. 5 ! . PER SEC 311400 — _...., r 41 2 �/ �* i 17 1 _ i.ai I y I t,I 1 175 ti. IV . .. '' ++. ^ s x v 75 / \ i , r r r r ♦ ♦,«':♦+ I+.*.*.*.* ..�.++ - u v J 1 ...... vvv 1 k+ + + + + .: .,,.. . tr I. : °a B oa° o00 °-°:. °-a,o _ °°17.� .c_ o° °o' _° v °c °a.° >° J..."_J . . . . . + :+ + +.x + c °. °235 °° 23.5 °q 235 r, oGod°bbc �°ad°°°°v235 °ov v° :. °°°°°°oo'a""+co + + L 17.5 17.5 . / ,,", A (%c�+' +' ; ++ u. 'e A_ _ *. i'S..� t d } 1 i \.' h- .'n� A 1 . ++ +++ { " - = 17 5 t . . %a' . _ l-& Y "a 1 `s."a +*+�+*+ $ , : -r 17 5 b.....y \1%5 C 175° v.s v s vs' Y 1 . N. l *. . v,. . I .° - i�_ ... i + + + _t ` � I 4 + a n . L a . ... . + _ _ + ,* . 175 a 1� E + u „ 5 = r s + 1 vs" 173 2 C -�1 1 - 1 +'+',. i t \ +* i '- — — f ;— _ ._ _____ -- — { i — n� �. — —. C. +++ _ __ •- 1 + v « " + �1 Y ++' /. i + + ." + + + �� w ,. 4 + -,- + « - / _ _1 * a + + + + W _ W + _ w>.t +-+ + a�. \ + +. ( „+ +*+ + , + r 1 t +" r + W W '+��+3 ai + + l W + . « + + +TIS t 4 I + +++ \ * + + + + ty I +•..* `+•+ \ + + ♦ + + + yi t /+ +OPTIONAL AREA FOR I '+ - � ++.*«+« I . .�. -.�. ., W � o W ", i;,* i 14 t +t I+ STOCKPILING TOPSOIL i + + . . li + ;. . + + + W + 4 y OR WOODCHIPS , "y. ,� J f� *+'+ +r+`+'.'+'+ +� + Syr y 4 +} PER SEC 311400 �a7•,_ v-s'`F,L`I �.,+,,. t � r J*I 1 1 �+ (I y I } + .., I . , + + 14 5 j . I I ; ( ..- " �A ;✓...�I p F y( + _ + i + ) + « + + ., + W . y 4 1 + r 1 L + 1 + + + 4 �, T t I + r t + I 1 + + ++CY + + ' + + + + + a + t * d + 1 It + "~� "�-��... _ .. STOCKPILE TOPSOIL OR ..._ ........ _. .. ._ .. _.. ....... ___ `V "--`�------ WOOD CHIPS IN THIS ` ` A --_ AREA AS REQUIRED _-_ _ ._ _ _ — _ PER 311400 .. .... .. -_ _''�- _. - r.+++ 1. ".. ' f{ 1 l t \, 1 \ L. ✓ , VI r-.., LEGEND BIORETENTION AREA - SUBGRADE PREP: 2.5" BIORETENTION SOILTILLED INTO �23.56,''°° SUBGRADE, PLUS 18" BIORETENTION SOIL, 3" TOP MULCH ECOLAWN- SUBGRADE PREP: 2.5" `+85'*j COMPOSTTILLED INTO SUBGRADE, PLUS 6" PLANTING SOIL ATHLETIC FIELD - 2.5" COMPOST TILLED 14.5". INTO SUBGRADE PLUS 3" COARSE SAND, T ROOT ZONE MIX EROSION CONTROL & SLOPE STABILIZATION 8 5 =—_ -_ PLANTING SUBGRADE PREP: 2.5" COMPOST TILLED INTO SUBGRADE, PLUS 3" PLANTING SOIL, EROSION CONTROL FABRIC, 3" TOP MULCH (SEC 3132 00) PLANTING AREA- SUBGRADE PREP: 2.5" 77.5" COM POST TI LLED INTO SU BG BAD E, P LU S 12" �---' PLANTING SOIL, 3"TOP MULCH L FOREST RESTORATION AREA- PIT PLANTING ONLY, 3" TOP MULCH GEOBL321243 CK- ��SEEDED SEE SEC 321243 ARBORIST CHIPS 6 GARDENING SOIL-12 SOILS NOTES: 1, ALL PLANTING AREAS, EXCEPT FOREST RESTORATION 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 BMP TEAS. 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 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC u C 0 CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3'e Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON REGIST RF �*FLFANOR NDSCAP ECT K_ KINKEAD CFRTIRCATF NO. 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!: EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGHT WHIM ARGHrzFGIS INO xmi ORI 9HEHeI71 WN42" A SOILS AND SUBGRADE PREPARATION PLAN 1 1 2 1 3 1 4 1 5 0 19 u C 0 V 2 3 0 2 1 3 1 4 5 5 0 oo�ooMMMMM, �oo���oo�o�0000000�oo 0 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN a, C , r0 Y LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacatledwignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP ECT FLFANOR K_ KINKEAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGHT WHIM ARCITKOTS LNG aMi ORI SHEET8171 WN42" A PERMIT RESPONSE - SITE ACCESS 111 2 13 I 4 1 5 ( 6 E M C 0 0 1 = _ 6 0 .�.."�.'X"..'...... ,a0' _ ..�,...^X XaNP���"`7f...3F�,.�.w,...,�"5rux OPENING 1 ! r N 289892,98, -- KMAINTAIN 3 CLEAR OF /r, `-F--I VEHICULAR PIPE GATE YWTH KNOX BOX 2 CHAINLINK FENCE, E 1211168D1 1- � 4'HT L-202 zoz ) 1 b, Ln 1 x r I W x I C)r i � i r T f 1 F/ f 1 x N 28951,4.723 E 1265813.130 N 289905 35 1 N ) L, E 1265878,87- 1 �< N 289589 711 I x '{ 2 1 2�-126823 544 -- CHAINLINK FENCE, CHAINLINK FENCE, 4' HT - --- -, m 6' HT ALONG NORTH END 1 -1 ' 1l ✓ , �� N zs96so.96 A _. 1 m E 1265798,695 , x N 289887 086 N 28 1 l E 1265829 149 26579033 `",I m r ' X X X x X—X X X X X X X X �' N 289509 05 E 1265757 96 oti �E 126s782.7 N 289867.06 N 289775 51_ N 289680 42 I ,r - 3 - - C 1265769 54 E 1265790 52 `� .. r � r 1 l 1 & �� s i 1 \ I N 28960055 ►-- • Ci _ ) / N 289882,85 N 289788 74 _ N 28969466 , "—'—' E126562591 =, E126561296 C 1265652 OS �� E 1265639 08 � -_� li} 1 \ II „ 1yy ' I t. ..'--�---N 2898,95516 E 1265634.82 ., - A I ;1 _ _ r'I 5 WOOD DOWEL FENCE L-202 1 ( liy N 289895.97 A N 289801 87 N 289707.77 N 289613 67 rT - E 1265531 39 E 1265518 33 ` E 1265557 51 E 1265544 45 F� i 2 CHAINLINK FENCE, 6 HT. �c�a.-=--.�-�.r .---- , �r �X -_-- _ -- - —7= --- -- -- r L_ _ J END 4 HT CHAIN-T -'-'--START 4' HT. �' CLI �( LINKFENCE-� CHAIN LINK FENCE,/ MEET EXISTING START 6`HT ( r CHAIN LINK FENCE CHAINLINK FENCE, - ) ` S 4' HT. MOUNTED IN WALL FENCE, RAIL, AND LIGHTING LEGEND —,—x—x—x— BLACK PVC CHAIN LINK FENCE --o—o- ORNAMENTAL FENCE DOWEL FENCE GUARDRAIL HANDRAIL, SEE ARCH UNLESS NOTED OTHERWISE (\ SINGLE SWING GATE !vI DOUBLE SWING GATE �J n SITE LIGHTING, SEE ELECTRICAL, ONLY U LOCATIONS PROVIDED THIS SHEET 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, TYP. 4. ALIGN GATES PERPENDICULAR TO AND CENTERED ON ROUTE OF VEHICULAR OR PEDESTRIAN PAVEMENT OR ROUTE OF TRAVEL, TYP. UNLESS OTHERWISE NOTED. 5. ALL GATES SHALL HAVE STANDARD LATCHES UNLESS OTHERWISE NOTED ON PLANS. 6. ALL STAIRS AND RAMPS TO RECEIVE HANDRAIL UNLESS OTHERWISE NOTED, SEE ARCH FOR ALL HANDRAILS UNLESS OTHERWISE NOTED ON PLANS. GATE SCHEDULE GATE NUMBER SWING HEIGHT WIDTH MATERIAL HARDWARE 1 SINGLE 3 0" 20'-O" STEEL PIPE KNOX BOX 2 SINGLE 3 0' 20'-0" STEEL PIPE KNOX BOX 3 SINGLE 4 C' 6'-O" CHAIN LINK FULCRUM LATCH 4 SINGLE 4' 0' 6'-0" ORNAMENTAL EXIT HARDWARE W/CROSSBAR 5 SINGLE 6 0 6'-0" CHAIN LINK fU LCRUM LATCH W/PADLOCK 6 SINGLE 6'-0" 6'-0" CHAIN LINK FULCRUM LATCH W/PADLOCK 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) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIrAN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP EST FLFANOR K- KINKEAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARL ITFUTS NGsUl URI 9HEHeI71 WN42" A FENCE, RAIL, AND LIGHTING LAYOUT PLAN 2 3 1 4 5 0 ju 1 ( 2 13 I 4 1 5 ( 6 M C 0 FENCE, RAIL, AND LIGHTING LEGEND —,—,—,—,— BLACK PVC CHAIN LINK FENCE �--o—� ORNAMENTAL FENCE DOWEL FENCE GUARDRAIL HANDRAIL, SEE ARCH UNLESS NOTED OTHERWISE / SINGLE SWING GATE IVl DOUBLE SWING GATE ❑ SITE LIGHTING, SEE ELECTRICAL, ONLY & O LOCATIONS PROVIDED THIS SHEET 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, TYP, 4. ALIGN GATES PERPENDICULAR TO AND CENTERED ON ROUTE OF VEHICULAR OR PEDESTRIAN PAVEMENT OR ROUTE OF TRAVEL, TYP. UNLESS OTHERWISE NOTED. 5. ALL GATES SHALL HAVE STANDARD LATCHES UNLESS OTHERWISE NOTED ON PLANS. 6, ALL STAIRS AND RAMPS TO RECEIVE HANDRAIL UNLESS OTHERWISE NOTED. 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 KNOX BOX 2 SINGLE 3-0" 20'-0" STEEL PIPE KNOX BOX 3 SINGLE 4'-0" 6101, CHAIN LINK FULCRUM LATCH 4 SINGLE 4'-0" 6'-0" ORNAMENTAL EXIT HARDWARE W/CROSSBAR 5 SINGLE C-0" C-0" CHAIN LINK FULCRUM LATCH W/PADLOCK 6 SINGLE 6'-O" 6'-O" CHAIN LINK FULCRUM LATCH W/PAD LOCK WOOD rr IT 6'-10 ( ,(( ' I L-202 DOWEL FENCE L-?O� i t ��-TRACK CURB AT CHAIN LINK i .lr ., s l I N288755463 ',I A FENCE TO BE9 WIDE, INSTALLED - r 3 ` 2 �X( WITH FACE OF CURB FLUSH T06 START WOOD DOWEL FENCE---- �o. 4 ' �� ' I - \ SIN6LESWIN66ATE _���.,,. .rr.,.,., .ten � ,-,�.�. :r' u .. xo,l I I i , .. i � i - � � E1263434.444 i. I-JOJ 0 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 IS 03) 224-0918 FAX u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedesignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INO sUl URI 9HEET8171 WN42" A FENCE, RAIL, AND LIGHTING LAYOUT PLAN 1 1 2 1 3 1 4 1 5 1 6 2 3 0 5 0 19 19 C 0 ©' LAYOUT NOTES 1. SEE SURVEY FOR EXISTING CONDITIONS. 2. REFER TO 015639 TEMPORARY TREE PROTECTION PLAN. 3. SEE SHEET L-001 & L-002 FOR LAYOUT OF ALL FENCING AND RAILINGS. 4, ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS DOCUMENTS. 5, CONTRACTOR TO LAYOUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6. SEE CIVIL FOR LAYOUT OF VEHICULAR PAVEMENT. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION OR ADJUSTMENT. T FOR DIMENSIONS OF PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS. 8. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES ARE AS INDICATED. 9. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 1L LANDSCAPE ARCHITECTTO FIELD LOCATE ALL LOGS AND BOULDERS. 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST. CHECKED BY: KK COPYRIGHT MAHIUM ARCHITECTS INO a011 OWGUN. SHEETEZI WN42" A SITE LAYOUT AND GRADING PLAN INDEX 2 1 3 1 4 5 0 2 13 I 4 1 5 ( 6 19 C 0 0 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGHT MARNM ARCHITECTS INO CUT OWGUN. SHEETEZIWN42" A SITE LAYOUT AND GRADING PLAN 2 3 0 5 0 L-101 1 ( 2 13 I 4 1 5 ( 6 LAYOUT NOTES LEGEND M C TRACK CURB TO BE 9" WIDE AT FIRE LANE CHAIN LINK FENCE. TRACK SIDE OF CURB TO BE INSTALLED FLUSH WITH 6" OUTSIDE CURB. SEE L-002 FOR EXTENTS OF FIRE LANE CHAIN LINK FENCE 0 2 8 k y ^ d s }�" 9 q t 8 I U.S AND l WORLDMAP,/ s ^ 4460 STRIPINGFLUSH 6 10g' 446.24 5+11 AT- 3 1 V, b R --- r Mercyl. IIIIIIIIlN ya�v1xa1aato] 8 FRENCH DRAIN AND 0 PLAYRAMP WOOD CHIPS(ALT 1.1)- L204 d \ k \\S 447.33 TW W 444.95 TF 4q a pA 446.00 FS t d\ 446 00 TC x - `y, 44565FG �A1MP TRACK RADIUS POINT _ N 289360.918 E 1265506.503 1T—zR1269 i _, ` IR M 446 3 T F _KS 9sTF — 4448 oo s HILLSLIDE, SEE SECTION 116800 j 1 1. SEE SURVEY FOR EXISTING CONDITIONS. 2. REFER TO 015639 TEMPORARY TREE PROTECTION PLAN. 3. SEE SHEET L-001 & L-002 FOR LAYOUT OF ALL FENCING, RAILINGS, AND LIGHTING. 4, ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS DOCUMENTS. S. CONTRACTOR TO LAYOUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6. SEE CIVIL FOR LAYOUT OF VEHICULAR PAVEMENT. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION OR ADJUSTMENT. 7. FOR DIMENSIONS OF PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS. 8. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES ARE AS INDICATED. 9. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 11. LANDSCAPE ARCHITECT TO FIELD LOCATE ALL LOGS AND BOULDERS. 12, FOR ALL ORNAMENTAL DRAIN GRATES IN COURTYARDS, SEE SPEC SECTION 1293 00. RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS EROSION CONTROL & SLOPE STABILIZATION PLANTING AREA J LAWN AREA/PLAYFIELES i BIORETENTION AREA GEOBLOCK PAVEMENT PEDESTRIAN/VEH ICU LAR CONCRETE PAVEMENT ASPHALT PAVEMENT - CONCRETE UNIT PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL ----456---- EXISTING CONTOURS 456 - PROPOSED CONTOURS 4.78.75 / SPOT ELEVATION 2_ % SLOPE DRAINAGE FLOW DIRECTION - -- - -GRADE BREAK HP HIGH POINT LP LOW POINT RIM RIM ELEVATION ME MATCH EXISTING FEE FINISH FLOOR ELEV. FG FINISH GRADE (TOP OF MULCH) FS FINISH SURFACE (TOP OF PAVEMENT) TR TOP OF RAMP BR BOTTOM OF RAMP TS TOP OF STAIRS BS BOTTOM OF STAIRS TW TOP OF WALL TF TOP OF FOOTING Q(Z) LANDSCAPE BOULDERS LOG BENCH BIKE RACKS FLAG POLE O° TRASH AND RECYCLING RECEPTACLES MATCH LINE SEE SHEETL103 MATCH LINE - SEE SHEET L-106 ----------------=-----'---------'----------- --- ------ -- P TC 446 24 r TC 446.24 t ___�CONC. PAD FOR SHED „--� CONTAINERS, SEE CIVIL 2 LOG BENCH SET IN WOOD CHIPS, TYP 11 FRENCH DRAIN AND FIELD (ALT 1.1) TC 446.00 i2� �-.-664 -- - - 5 LANDING PIT - PLAN VIEW FS 446.00 - _ — — _ _. 446 7 .. " LANDING PIT SECTION i TC 44600 y` \'\ _ L� / --BACKSTOP, TC 446.24 � SEE FENCE PLAN _ - - � � �_ '— CON PATH FLUSH WITH TOP OF TRACK SURFACING �} O TC 446.35 \ o t 20 10 ---------- 149 0 20 10 J , O �� r, CONIC PATH FLUSH ( gQ,P�UR'3 d R ,, o E WITH TOP OF CURB T EDGE OE OV i 1 FS 4315 ST RTOF SEE UT F U 1I YOUTH R Pti R126, 9„-�O1N _ �__ - 07 SOCCER FIELD -. I TO INSIDE EDGE OF TRACK CUR B �� D�III _. FS �15 . TC 4464 -- TRACK RADIUS POINT ` - a � it l 4q, FS 446.35 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDS, P tfFEST� FLEANOR K_ KINKEAD CERTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INO sUl URI SHEET SIZE WN42" A SITE LAYOUT AND GRADING PLAN 2 3 0 5 0 L-102 1 ( 2 13 I 4 1 5 ( 6 SITE PLAN - ZONE A SCALE: 1/8"=V-0" 2 446.23 FG 0004SCALE: 1/8" = V-0" 0C 0000000�� ��m��0000000�000000 LEGEND RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS EROSION CONTROL & SLOPE STABILIZATION PLANTING AREA L-- LAWN AREA/PLAYFIELD BIORETENTION AREA GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT CONCRETE UNIT PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING CIP SEAT WALL OR PLANTER WALL OO LANDSCAPE BOULDERS BIKE RACKS BENCH O® TRASH AND RECYCLING RECEPTACLES O YARD HYDRANT, SEE MECHANICAL 456 ---- EXISTING CONTOURS 456- PROPOSED CONTOURS 478_75 / SPOT ELEVATION 2 %, SLOPE DRAINAGE FLOW DIRECTION --- — —GRADE BREAK HP HIGH POINT LP LOW POINT RIM RIM ELEVATION ME MATCH EXISTING FEE FINISH FLOOR ELEV. FG FINISH GRADE (TOP OF MULCH) FS FINISH SURFACE (TOP OF PAVEMENT) TR TOPOFRAMP BE BOTTOM OF RAMP TS TOP OF STAIRS BS BOTTOM OF STAIRS TW TOP OF WALL TF TOP OF FOOTING LAYOUT NOTES 1. SEE SURVEY FOR EXISTING CONDITIONS, 2, REFER TO 015639 TEMPORARY TREE PROTECTION PLAN. 3. SEE SHEET L-001 & L-002 FOR LAYOUT OF ALL FENCING, RAILINGS, AND LIGHTING. 4. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS DOCUMENTS. 5. CONTRACTOR TO LAYOUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6, SEE CIVIL FOR LAYOUT OF VEHICULAR PAVEMENT. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION OR ADJUSTMENT. 7. FOR DIMENSIONS OF PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS. S. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES ARE AS INDICATED. 9. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 11. LANDSCAPE ARCHITECT TO FIELD LOCATE ALL LOGS AND BOULDERS. 12, FOR ALL ORNAMENTAL DRAIN GRATES IN COURTYARDS, SEE SPEC SECTION 12 93 00, 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 u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignc®llab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INO s011 URI 9HEET8171 WN42" A SITE LAYOUT AND GRADING PLAN - ZONE A 2 3 0 5 0 L-103 2 3 0 5 6 19 M C 0 E S3 , °.N / 141, R A 4, ..ti 15 ..es ------------------------------------- MATCH LINE - SEE SHEET L-103 I I I I I I I I I I I I _EARNING COURTYARD I I� I Iw w 1� rl w SITE PLAN — ZONE B 0 4 8 16 a„p �. 1 SCALE: 1/8"=1'-0„ SCALE: 1/8" = 1'-0" S RETAINING WALL I FGFND I, RUB BE R TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING LAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS O T TREES, EROSION CONTROL & SLOPE STABILIZATION LPLANTING AREA LAWN AREA/PLAYFIELD BIORETENTION AREA GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT CONCRETE UNIT PAVERS REFER TO CIVIL FOR LAYOUT AND GRADING 0 CIP SEAT WALL OR PLANTER WALL OO LANDSCAPE BOULDERS II I BIKE RACKS BENCH OJ® TRASH AND RECYCLING RECEPTACLES O YARD HYDRANT, SEE MECHANICAL �6Y�Y7C'RgCeiK�PIC�iR:� 456 — PROPOSED CONTOURS 478.75 / SPOT ELEVATION 2% SLOPE DRAINAGE FLOW DIRECTION HP HIGH POINT LP LOW POINT RIM RIM ELEVATION ME MATCH EXISTING FIFE FINISH FLOOR ELEV. FG FINISH GRADE (TOP OF MULCH) FS FINISH SURFACE (TOP OF PAVEMENT) TR TOP OF RAMP BR BOTTOM OF RAMP TS TOP OF STAIRS BS BOTTOM OF STAIRS TW TOP OF WALL TF TOP OF FOOTING LAYOUT NOTES 1. SEE SURVEY FOR EXISTING CONDITIONS. 2. REFER TO 015639 TEMPORARY TREE PROTECTION PLAN. 3. SEE SHEET L-001 & L-002 FOR LAYOUT OF ALL FENCING, RAILINGS, AND LIGHTING. 4. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS DOCUMENTS, 5. CONTRACTOR TO LAYOUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6. SEE CIVIL FOR LAYOUT OF VEHICULAR PAVEMENT. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION OR ADJUSTMENT. T FOR DIMENSIONS OF PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS. 8. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT, DIMENSIONS TO CENTER LINES ARE AS INDICATED. 9. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 1L LANDSCAPE ARCHITECTTO FIELD LOCATE ALL LOGS AND BOULDERS, 12, FOR ALL ORNAMENTAL DRAIN GRATES IN COURTYARDS, SEE SPEC SECTION 12 93 00. 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP EST FLFANOR K_ KINKEAD CERTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INO sUl URII 9HEET8171 WN42" A SITE LAYOUT AND GRADING PLAN -ZONE B 1 1 2 1 3 1 4 1 5 1 6 1 ( 2 13 I 4 1 5 ( 6 E IM C 0 0 IIarId3\Itl RUBBER TILE SAFETY SURFACING ENGINEERING WOOD CHIP SAFETY SURFACING NATURE PLAY TREES, ROCKS, LOGS ON 6" DEPTH WOOD CHIPS TREES, EROSION CONTROL & SLOPE STABILIZATION PLANTING AREA LAWN AREA/PLAYFIELD BIORETENTION AREA GEOBLOCK PAVEMENT PEDESTRIAN/VEHICULAR CONCRETE PAVEMENT ASPHALT PAVEMENT r�,._1 CONCRETE UNIT PAVERS i. REFER TO CIVIL FOR LAYOUT AND GRADING CIA SEAT WALL OR PLANTER WALL OLANDSCAPE BOULDERS BIKE RACKS BENCH O® TRASH AND RECYCLING RECEPTACLES (3) YARD HYDRANT, SEE MECHANICAL -456- --- EXISTING CONTOURS --456 PROPOSED CONTOURS 478.75 SPOT ELEVATION 2% SLOPE - ------- - DRAINAGE FLOW DIRECTION - - -- --GRADE BREAK HP HIGH POINT LP LOW POINT RIM RIM ELEVATION ME MATCH EXISTING FEE FINISH FLOOR ELEV. FIG FINISH GRADE (TOP OF MULCH) FS FINISH SURFACE (TOP OF PAVEMENT) TR TOPOFRAMP BR BOTTOM OF RAMP TS TOP OF STAIRS AS BOTTOM OF STAIRS TW TOP OF WALL TF TOP OF FOOTING LAYOUT NOTES 1, SEE SURVEY FOR EXISTING CONDITIONS. 2. REFER TO 015639 TEMPORARY TREE PROTECTION PLAN, 3. SEE SHEET L-001 & L-002 FOR LAYOUT OF ALL FENCING, RAILINGS, AND LIGHTING. 4. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER PREVIOUS DOCUMENTS. S. CONTRACTOR TO LAYOUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 6. SEE CIVIL FOR LAYOUT OF VEHICULAR PAVEMENT. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY FOR CLARIFICATION OR ADJUSTMENT. 7. FOR DIMENSIONS OF PROPOSED BUILDING IMPROVEMENTS, AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS. 8. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES ARE AS INDICATED. 9, INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 11. LANDSCAPE ARCHITECT TO FIELD LOCATE ALL LOGS AND BOULDERS. 12. FOR ALL ORNAMENTAL DRAIN GRATES IN COURTYARDS, SEE SPEC SECTION 12 93 00. II I, L, I I I I' I, I r 1 i I ...... 454 92 1 I�! I I, I E.� I 454.32 TF 454 98 FS 157.33 TW 4S4.32 TF 454.98 FS 454.85 RIM 156_48 TW 45432 TF 454.98 FS 4 UNIT PAVERS AND DRAIN L�20� 456,48 TW 454.32 TF 454.88 FS 454.32 TF 454,98 FS 454.85 RIM 57.33 TW 454,32 TF 454.98 FS 56.48 TW 454.32 TF 454.98 FS 57.33 TW 455.32 TF --- ----� 2 - 456.48 TW I TYP. LEARNING 454.32 TF Lam/ 454,98 FS ) 457.33 TW 1 45432TF I ---'.-._. � 457.33 TW n 45432TF 454.98 FS 454.8 RIM 456.48 TW 454.32 TF 454.98 FS I I - - - J o, ;615 F6 h _'; :, MATCH LINE -SEE SHEET L 106 ' `` Cl ' ,. 453.75 ,.' .r :•� e, a r.,, < � _; ,i , , .. ., 453.75 ..... ", 'n c vucv4 '� .... �H re .... :.:. . . . . ..`: • ��% ". RIM ,t%itV"w� mnn QFQ V4 A'C5Y4 ,n fY�I09 Y�� -iN.YV SITE PLAN - ZONE C 1 SCALE: 1/8" = V-0" t , ALIGN 453,75 .c 454+ ¢vuvvvva RIM "vvvv vvaavuwvv'v u' SCALE: 1/4" = VFW 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 u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidededgnc®llab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� ELEANOR K- KINKEAD CERTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST. 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IV 0 3 9 1 9 1 v I s IZ I 1 0 START LAYOUT--j OF CURVET)' C19 5 00 10 86 124' 9 49 8 85 C20 289.75' 23.57' 5° 11.79 23.56' C21 30 00 33 06 63' 18. 3 31 41` Q IT,lllRi 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 CASCADE DESIGN LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST. CHECKED BY: KK COPYRIGITMAR MARGHITFGTS INO sUl URI 9HEET8I71 ^WN42" SITE LAYOUT - CURVE TABLES 2 3 0 5 0 L-107 1 ( 2 3 I 4 5 ( 6 E 19 C 0 194� 4" II 8" MAX. D/4 - II 8" MAX. A. SCORE LINE - HAND -TOOLED B. CONTRACTION JOINT 24" D. CONSTRUCTION JOINT PAVING JOINTS SCALE: 1" - V-0" 3/8" 1. A" FELT EXPANSION FIBER BOARD CONTINUOUS _ FROM ONE PAVEMENT EDGE 2. JOINT SEALANT PER WSDOT STD SPEC 9-04.2, COLOR GRAY C. ISOLATION JOINT 3. BACKER ROD BELOW CAULKING 4. X" x 18" COATED DOWEL, 36" Q.G., PER WSDOT STD SPEC 5-05.3(10) 5. SEALED TOOLED JOINT PER WSDOT STD SPEC 5-05.(8)C FIGURE 1: JOINT SPACING IN FEET SLAB THICKNESS, IN. MAXIMUM -SIZE AGGREGATE LESS THAN 3/4-IN. MAXIMUM -SIZE AGGREGATE 3/4-IN. AND LARGER 4 8 10 5 10 13 6 12 15 7 14 18 8 16 20 9 18 23 10 20 25 6. 95% COMPACTED SUBGRADE (SEC 312200) OR 4" JOINT -SPACING NOTES: MIN. CRUSHED SURFACING TOP COURSE PER WSDOT A. CONTRACTION JOINTS TO BE PLACED TO PRODUCE PANELS THAT ARE AS 9-03.9(3) COMPACTED 95% \ SQUARE AS POSSIBLE AND NEVER EXCEEDING A LENGTH 70 WIDTH RATIO OF 7. CONTRACTOR'S OPTION TO TOOL OR SAWCUT 1-1/2 TO 1 (SEE FIGURE 1 BELOW). JOINTS TO BE SPACED AT DISTANCES EQUAL CONTRACTION JOINTS, BUT ONLY ONE OR THE TO 24 TO 30 TIMES THE SLAB THICKNESS. JOINT SPACING THAT IS GREATER a- - __ OTHER OPTION SHALL BE USED FOR ALL 5 a THAN 15 FT. REQUIRE THE USE OF LOAD TRANSFER DEVICES SUCHAS DOWELS o CONTRACTION JOINTS � ° 3 OR DIAMOND PLANTS. - NOTE: B. CONTRACTION JOINTS MAY BE TOOLED INTO THE CONCRETE SURFACE AT THE r 1 1 A. WSDOT STD SPEC= STANDARD SPECIFICATIONS FOR TIME OF PLACEMENT. JOINTS MAY BE TOOLED INTO THE SURFACE (FIRST PASS) ROAD, BRIDGE & MUNICIPAL CONSTRUCTION, MOST PRIOR TO THE ONSET OF BLEEDING OR IMMEDIATELY WITH THE FIRST PASS OF 6 / THE FLOATING OPERATION. THE LONGER THE FIRST PASS FOR JOINTING IS 24" \ / RECENT EDITION, WASHINGTON STATE DEPT. OF TRANSPORTATION. DELAYED THE MORE DIFFICULT IT WILL BE TO SHAPE CLEAN STRAIGHT LINE \ ° JOINTS. TOOLED JOINTS TO BE RE-ESTABLISHED WITH EACH SUCCESSIVE PASS OF FINISHING OPERATIONS. m D*. ENLARGEMENT OF CAULKED JOINT (NTS) MORTAR SET UNIT PAVERS AND DRAIN SCALE: 1" = 1'-0" 1. ISOLATION JOINT, SEE ENLARGEMENT 2. 3/8" GROUT JOINTS BETWEEN PAVERS UNIT PAVER (SEC 321400) 3. MORTAR BED & BOND COAT (SEC 321400) 4. TOOLED SCORE JOINT FOR 6" BORDER, TYPICAL, ALL SIDES 5. CONCRETE SIDEWALK OR ADJACENT CONC. WALL 6. 95% COMPACTED SUBGRADE (SEC 312000) OR CRUSHED SURFACING PER WSDOT 9-03.9(3) 7. CONCRETE PAVER BASE 8. SEALANT, COLOR TO MATCH CONC 9. ISOLATION JOINT FILLER S0. TYP. %a" X 2" X 2" X 2" ANGLE TAB W/ 9&" HOLE FOR " CONCRETE ANCHOR, INSTALLED PER NEE. INSTR., PROVIDED BY INSTALLER 11, GRATE 12. ANGLE STOCK PERIMETER FRAME 13, DRAINAGE PIPE, SEE CIVIL BUILDING POROUS PAVERS SCALE: 1" = l'-O" B. ADIACENTTO PLANTING 1. CIP CONCRETE WALL, SMOOTH FINISH (SEC 033000) 14. SCH 40 GALV. STEEL SLEEVE OR CORE DRILL FOR RAIL. GROUT MOUNDED 2. 3/4" CHAMFER EXCEPT WHERE FLUSH W/SLAB 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 S. #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. 04 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 HDPE SLOTTED PIPE, SLOPE AND TIE INTO STORMWATER SYSTEM 11. GEOTEXTEE FILTER FABRIC 12. ISOLATION JOINT 13. SLOPE TO DRAIN O1 CONCRETE RETAINING WALL SCALE: 1" = V-0" HT VARIES, SEE GRADING.OVER 4' 3/4" CHAMFER, SKATE STRUCTURAL SEE DETERRENT BEYOND STRUC IHT �I P POST Lit CORE DRILL DETAIL 3/4" CHAMFER SCALE:NTS DETAIL SCALE:NTS 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. ADIACENTTO SIDEWALK 3/4" CHAMFER TOP) SKATE DETERRENT BEYOND i 1 1 \ a / \ / 1 3/4" CHAMFER DETAIL a a SCALE: 1" = 1/2' CONCRETE SCALE 1" = V-0" SCALE: 1" - V-0" 9" TYP. LION SEE PLAN TWALL 1. FLUSH CURB OR CONCRETE Ell MIN. THICKNESS), SEE CIVIL 2. COMPACTED SUBGRADE 3. GEOTEXTLE FABRIC IF RECOMMENDED BY PROJECT GEOTECHNICAL 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. i" 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. 1. TRENCH GRATE (SEC. 129300), INSTALL PER MANUFACTURER'S RECOMMENDATION 2. 1/4" x 1/2" x I" GRINDING PADS FOR FINAL LEVELING 3. 11/4 x 11/4" x 1/4" STEEL ANGLE (SEC. 129300) 4. 1/2" x 2" NELSON STUD SHOP WELDED TO FRAME (24" O.C. TYP.) 5, CONCRETE PAVING 6. DRAIN PIPE, SEE CIVIL 1 4�� - 2 _� n 4 a a 3,, a 3"ro -- � -_-----_--r-T 2"CLR. a--_-_-_-_ TRENCH DRAIN SCALE: 2" = V-0" 1. CIP CONCRETE WALL, SMOOTH FINISH, SLOPE TO DRAIN (SEC 033000) 2. 1/2" RADIUS EDGES, SEE DETAIL AT SIDE 3. ADJACENT PLANTING, PLAY OR CHIP AREAS, CONDITIONS VARIES. SEE SITE PLAN 4. FINISHED SURFACE, CONDITION VARIES, SEE PLANS. S. #4 STEEL REINFORCING BAR, DEFORMED, HORIZONTAL, 12" O.C. CONT, 2" CLEAR ALL SIDES 6. #4 STEEL REINFORCING BAR, DEFORMED, 18" 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. 144 REBAR, 30" O.C. MAX, TOP OF FOOTING 9. ISOLATION JOINT 10, COMPACTED SUBGRADE 11. 2N4" 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). BLOCK WALL SCALE: 1" = V-0" 1. CONCRETE MOWSTRIP, MIN. 4" THICK 2. ADJACENT LAWN 3. FENCE FOOTING, SEE FENCE DETAILS FOR FOOTING SIZES 4. FENCE POSTS, SEE FENCE LAYOUT FOR FENCE TYPES 5. ADJACENT PLANT BED OR ASPHALT PAVING 6. 4" DEPTH, CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.91 COMPACTED TO 95% MOWSTRIP SCALE: 1" - VHT 167C 121111c] 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) S. 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 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 1.5 IN IS MM TO 38 MM) LESS THAN 10%FINES 5. 4" PVC PERT PIPE, MIN 5" SLOPE AND TIE TO SITE DRAINAGE 6. EXISTING SUBGRADE 7. SEGMENTAL BLOCK CAP UNIT, GROUT TO SEGMENTAL BLOCK UNIT 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 IS 03) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIG14 COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "wadedesignwllab.corn STATE OF WASHINGTON REGIST RE LANDSCAP EST 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 SPR-01 04/17/17 ADD-01 03/17l17 CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: SITE PERMIT REVISION 01 PHASE 1 BID SET ADDENDUM 01 CUP RESPONSE 01 DESCRIPTION 05 DECEMBER 2016 SITE PERMIT PROJECT NO: 2015913 00. DRAWN BY: ST. CHECKED BY: KK COPYRIGITMAR MAkG ITFUTS NGsUl URI 9HEHeI71 WN42" A SITE DETAILS 2 3 0 5 a 1 ( 2 13 I 4 1 5 ( 6 E M (TS) TOP OF STEP " a (LIS) BOTTOM OF STEP 2%TYP d RISER TREAD 4:18 STAIRS: A 4"; B =18' 41 5:16 STAIRS: A 5; B=16" ° e 6:14 STAIRS: A-6; B-14" d UNLESS OTHERWISE NOTED ON LAYOUT RISER DIMENSION DETAIL 4 1 in, r 12" - - ----- 2%TYP 41 k " 2'MINY/ TYP. ,1 I 5" MIN.TYP. CONCRETE STAIRS SCALE: 1" = V-0" 1/2" RADIUS (TYP TS AND BS) It - L +I I 3 1 d I i d 6 / a `S° / a ° 111. ISOLATION JOINT WHERE STAIR ABUTS 1"TVP. ��` a "� CONCRETE PAVING, TYP. //i ° 2. SAFETY NOSING SCORE ON TREADS, TYP. 3. MIN 3 SCORE LINES i7a" DEEP. SPACING PER SAFETY TREAD TOOL SAFETY SCORING DETAIL 4. ADJACENT CONCRETE PAVING 5. 95% COMPACTED SUBGRADE (SEC 310000) OR 4" MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED 95% 2" MIN 6. 4" MIN CRUSHED SURFACING TOP COURSE TYP PER WSDOT 9-03.9(3) COMPACTED 95% - 7. #4 DEFORMED REBAR TYP. 11 8. #4 @ 18" O.C. 9- #4 X-111­,4�"@ 18" O.C. a 10. CONCRETE STAIRS, BROOM FINISH a EQ. - ' EQ. 11, HANDRAIL a SO w c z NOTE: a d d " a A. ALL STAIRS SHALL HAVE HANDRAILS BOTH SIDES UNLESS OTHERWISE NOTED ON w PLANS. d / d 4 d ° d z 8 ° 4 � 72" MAX - 1 i 3 i i c -- 12" 5 6 g g 7 GRADING PER CIVIL, 7 5 8.3% MAX c a TTTSd -4 - a - -z- �, a d 4 C ( a tl p 44 p `-'G tl O U d d a a G a 4 a d d ` d. Q d p 2 TYP.. as p 4° a d G. a � A O . G G p 0 0 RAMP HANDRAIL SCALE: 1" = VFOH' GUARDRAIL SCALE: 1" = V-0" i _� STAIR HANDRAIL SCALE: 1" = 1'-0" 1. 1.5" O 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. 1V APART). SEE DETAIL B. 4, SLIP FIT JOINT AT TOP AND 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 8. 1/2" X 3" X 4" GALV PLATE WITH 1/2" X 1-1/2" SLOTTO 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 q C. PIPE DIAMETERS SHOWN ARE "NOMINAL" DIAMETERS AS qGIVEN IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL D. PIPE MATERIAL SHALL CONFORM TO ASTM A 53 / E. CONTINUOUS SEAM -WELL ALL JOINTS, GRIND WELDS --------- ------ SMOOTH, EASE ALL EDGES. DETAIL B: SLIP FIT JOINT 1, GUARDRAIL POST, 2"x2"TUBE STEEL (SEC 055213) GALV 2. TOP/BOTTOM RAIL 2"x2" TUBE STEEL, GALV 3. PICKETS y"Af STEEL BAR, GALV 4. 1-112" DIA STEEL PIPE HANDRAIL, SEE PLANS FOR LOCATIONS 5, ALL RAIL AND POST WELDS TO BE SMOOTH. 6. POST FOOTING, CORE DRILLED AND SET IN NON -SHRINK GROUT 7. CONCRETE WALL - PER PLANS NOTE: ALL PARTS TO BE HOT -DIPPED GALVANIZED (SEC 099000), WITH NO BURRS OR SHARP EDGES. WELD TO BE TYPE II QUALITY PER NAAMM. 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, TYP EACH END (SEC 11%" ) 099000 PAINT 1.5" DIA PIPE RAIL, 3 1-1/2" 1-1/2" O.D. SCH 40 PIPE RAIL (SEC 057300) O GRIND BAR 4. 2" DIA CORE DRILL IN CONIC 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 7. INTERMEDIATE POST, 1-1/2" X 1/2" STEEL BAR, VA CENTERED IN TREAD, TYP. (SEC 055000) 8. ADJACENT CONCRETE PAVING F FI Y AT cPrTiniv AT 11 1.5" DIA PIPE RAIL, 099000 PAINT GRIND BAR FLUSH 1.5" DIA PIPE RAIL, -Ifl- 099000 PAINT ELEVATMID SECTION AT MID POST POST B. TYP HANDRAIL MID POST 72" MAX 9. 5 THICK CONCRETE ALL AROUND, WHERE POSTS OCCUR 10. CONCRETE STAIRS, SEE #/LXXX 11, R=4 1/2" @ CENTERLINE 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 8 �rtHv,rv�rcn uv" 5 \ / 6 8.3% MAX A l 4 d pQ d Z_ ED d d a p d 4 p d 4 G 4 tl �'I _2" 4 d TYP.. 4 G m d G d a p p.. Q d d p v d a a d 4 d 4 d d tl 4 d p G d p d O FOOT RAIL SCALE: 1" = V-O" 1. EDGE OF BUILDING OR WALL, SEE ARCH 2, PLAY EQUIPMENT SAFETY SURFACING (SEC 321723). INSTALL PER MANUFACTURER'S RECOMMENDATIONS 3, BONDING AGENT PER MANUFACTURER'S RECOMMENDATIONS 4, SAFETY SURFACE TRANSITION TILE. INSTALL AROUND ENTIRE PERIMETER OF PLAY EQUIPMENT AREA, PER MANUFACTURER'S RECOMMENDATION 5. CONCRETE PAVING (SEC 321600) NOTE: COORDINATE INSTALLATION OF PLAY EQUIPMENT SAFETY SURFACING WITH PLAY EQUIPMENT (SEC 012100) PLAY EQUIPMENT SAFETY SURFACING SCALE: 1" = 1' O" 1. 1" RADIUS, TYP. 2. PLAY SURFACING(321816) 3. CONCRETE CURB WALL 4. #4 REBAR, 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 1 9- ADJACENT LAWN 10.DRAINAGE, SEE CIVIL {, SCALE: 1" = V-0" 1. 1.5"0 STD STEEL PIPE WITH FULL DEPTH FILLET WELDS GROUNDSMOOTH. 2. 1-112" 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 FITJOINTATTOP RAILS 5. 2" CORE DRILL IN WALL TO RECEIVE 1-1/2" POST AND NON -SHRINK, NON-METALLIC GROUT 6. CURB WALL 7. 1/2" X 3" X 4" GALV PLATE WITH 1/2" X 1-1/2" SLOT TO ACCEPT BAR, EPDXY IN PLACE NOTES A. RAILING TO BE SHOP GALVANIZED AFTER FABRICATION. B. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO .- THE GROUND, PIPE DIAMETERS SHOWN ARE "NOMINAL" DIAMETERS AS GIVEN IN AMERICAN INSTITUTE Of STEEL CONSTRUCTION MANUAL C. PIPE MATERIAL SHALL CONFORM TO ASTM A 53 q D. CONTINUOUS SEAM -WELL ALL JOINTS, GRIND WELDS -�'- 4" -�`- SMOOTH, EASE ALL EDGES. DETAIL B: SLIP FIT JOINT 12' / iFFFtilt/ i/LiTt/ri/LiTi/li/L L/Li/LiTti 1 it ,Ill ll llllll 111 d TO 4 ll , 1. l_1'L°l lli a a p 1� ulitllpl ill e a_a d/. l7lll ll ll( 4 d a O. 1 l) I�lldl )° 11 t1 �/ a � 4p d l il�g111.1'l Ili ° 3 d lli�`tllil 111 a � tl a ll llalll ll 111 a 1 d �llil 111 ll.. t a 1lliiliP ill 7 T. a G llldl lllllil 111 8 tl l(�1Lllllll.11l 4 p a. K° a lllldl..l alll l ll l d° a lililll'lil ili a. 111 LULL e u I I I I Idl i i III 11 ll l 1.1 l 111 llllliInIIIIIIIIII ` -..;. ... .... lililll?lilillllli PLAN 3 12' ITT 66 ELEVATION 9 PLAY RAMP SCALE: 1/2"= V-0" 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. S. ADJACENT PAVEMENT 6. 4" CONCRETE SLAB W/ THICK EDGE AT END 7. ROUNDED EDGE 8. SAFETY PLAY SURFACING 9, COMPACTED SUGRADE TO 95% OR 4" COMPACTED CRUSHED SURFACING BASE CORASE (WSDOT 9-03.913)) 10. CURB, TYP 11. SLOPE INDICATION ON RAMP. 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 D C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARGHITFGTS NO s(Il URI SHEET SIZE WN42" A SITE DETAILS 2 1 3 1 4 5 0 1 ( 2 3 I 4 5 ( 6 u C 0 FLAGPOLE FOOTING SCALE: 1" = T-0" VEHICULAR PIPE GATE - WITH KNOX BOX SCALE: 1/2" = 1'-0" 1. SPUN ALUMINUM FLASH COLLAR 2. SEALANT 3. TOP OF CONCRETE TO SLOPE AWAY FROM PIPE 4. FOUR (4) HARDWOOD SPIKES S. 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 @ SW INTERVALS 10. STEEL BASE PLATE 11. STEEL SUPPORT PLATE -WELDED TO SPIKE 12. STEEL GROUND SPIKE 13, ISOLATION JOINT @ ADJACENT CONCRETE PAVING T-4' HEIGHT-24" DEEP FOOTING I T-G HEIGHT-30" DEEP FOOTING T-8' HEIGHT-36" DEEP FOOTING T-SO' HEIGHT- 42" DEEP FOOTING I CHAINLINK FENCE SCALE: 1" = V 0" FOOTING DEPTH ("b" AND "d") PER FOOTING DIAMTER IT" AND "D") AND GATE LENGTH ("C) 1, MORTICE POSTS TYP. 2. TENSION RAILS TYP. 3. EASE TOP EDGE - 1" RADIUS MIN. 4. NATIVE SOIL CRUSHED SURFACING BASE COURSE, PER WSDOT SEC 9-03.9(3) SALVAGE ROCK OR CONCRETE FEATHER GRADE FOR POSITIVE DRAINAGE ES: SURFACE TO BE SANDED SMOOTH, FREE OF SPLINTERS OR ROUGH EDGES SEE SPEC FOR SEALANT L (FT.) 1Y 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 GRAVEL; OR, SANDY D 2,0' 2.0 2.0 2.0 2.0 2.25 2,25 2.25 2.25 2.25 2.25 2,5 2.5 2C 2,75 2.75 GRAVEL S=400 d 325 3,45 3.6 3$ 4.0 4C 4.35 4.5 4.7 4.8E ED 5.0 5A A25 5.25 5,35 B 0' I3 3.0' SAND; SILTY SAND; CLAYEY D 2.5' 2.5 2.5 2.5 2.5 2.9 2.5 2.5 E5 2,75 3,0 3,0 3,0 3,0 3.25 3.5 SAND; SILTY GRAVEL; CLAYEY d 3.35 35 3.7 3.9 4.05 4.25 4.7 49 5.0 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 2.25 2.25 2,25 2.25 2.25 2.5 2.75 3A 3.15 3.35 3.6 3.85 4.0 CLAY; OR, CLAYEY SILT d .15' 143S 5.0 5.2 5,75 6.0 6.0 6.0 6.0 6.0 ED 6.0 6.0 6,15 S=200 IS 2.25' B 4.15 I.. RECTANGULAR STEEL TUBE, TS 6 x 2 x 1/4, A500 2, RECTANGULAR STEEL TUBE, TS 4 x 2 x 3/16, A500 3, STEEL TUBE,B O, D., STD, A53 4 STEEL TUBE, 6 O D.,STD,A36 5 PLATE STEEL, 3/4 x 5 x 1 1, A36 6 PLATE STEEL, 112 x 3 x 10", A36 / PLATE STEEL, 1/2 x 31, x 3-1/2 , A36 8 PLATE. STEEL, 112"x3"x3" 9, PLATE STEEL, 1/2" x 4" x 6", A36 10. PLATE STEEL, 112" x 4" x 12", A36 11. BEARING PAD, 1/2" x 4" 12, PLATE STEEL, 112" x 6" x 6" 13. STEEL PIN ROD, 1" x 2'-5-3/4", A36 14. CONCRETE FOOTING 1.5. 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 POLY TUBING PLUGS INSTALLED MATCHING COLOR OF GATE. ' 12 -4 1. 23%" O.D. LINE POSTS 2, WIRE TIES @ 12" O.C. (TYP.) 3. KNUCKLED SELVAGE @ TOP & BOTTOM (TYP) - TOP SELVAGE SHALL BE V2" 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" D.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.G. 9. TENSION BAR BANDS/CLIPS @ 12" O.C. 10. SLOPE TOP OF CONIC AWAY FROM POST 11. 12" 0 CONIC FOOTING (TYP) 12. 1-5/8" 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 6' HT. 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 1. 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" V FENCE, POST = MIN 8'-6" SINGLE LEAF GATES OPENING GATE POST HINGE SPACE (S) FACETOFACE FIND SIZES POST TO UPRIGHT 3'-0" THROUGH 2.875" O.D. 2-1/4" 6'4' rt FILL W/3000 MAIN FACT PIN/R D P51 CONC. 13" AT "OPEN" 6" FILL W/3000PSF- 4 13-1/2" 1 POSITION Q 4 5 CONC. R12 6:: O.D t " 10 1/2" 2" _- _ ------- /16 "' � J w DRILL 1-1/8" DIA 1 �........ DRILL DIA HOLE, TYP FOR S HOLE, TYP FOR (DIC 11/16 J TYR�-I} 3/16 � � TYP 4S ----------_ _._._-----------------------/ _-- -. BE - LAN VIEW C- LAN VIEW 8- LATE STEEL 1-1/2" LOCK POST FILL W/ 3000 PSI 3/16 1" WIDE 07 " LONG _ ,K n 6 13 5 9 1 �/�/ ���� 3/16 ( 1: ( ----------------------_10-7/16".--------------------- m 3/16" FILLET 1-3/4" 1-1/2" WELD, TYP " 1 7 - a io Es 3/16 T pl/43 -1/2 m + 1" ( 12 -.---- -_.-.__-____._._._._._._._ �3/16 2-5/8" -_ 6" ,�........ 11-7/16" �.... 5/8"x3/4`1 ._,._..� DRILLED HOLE D- SEAT SECTION 9- LATESTEEL ms/a' 6 5 3/1.613 3" ( m 3/16 11 3" 6" 2-112" m --------- _. „� ( \ 2"R 2 2 A) 1" EXTENDED LENGI"H --- PADLOCK, BY OWNER ( 2 - ry 3/16 / 10 3/16 .-4 -._----______i Bl ETAIL SECTION E- ETAILPLAN 10- LATESTEEL ll PLATE STEEL 1. TOP HINGE (180 DEG. SWING) 2. BOTTOM HINGE (180 DEG SWING) 3. CONCRETE FOOTING (V-O" ROUND). CONCRETE OR GROUT AROUND POST AT GROUND LINE SHALL BE MOUNDED FOR DRAINAGE. 4. WEBNET FABRIC, 1.5MM DIA., (50MM) 5. ADJUSTABLE SUSPENSION ROPE CLAMP 6, HEADLESS SCREW TURNBUCKLE 7. SUSPENSION ROPE CLAMP S. STAINLESS STEEL ROPE, 6MM DIA. 9. SCREWED EXTERNAL THREAD AT END POSTS AND VERTICAL STAINLESS STEEL ROPE 10. LATCH AND LOCK, SEE HARDWARE SPEC 11. FINISH GRADE 12. LINE POST, CL FENCE STD 13. END POST, CL FENCE STD 14. WRAP WEBNET FABRIC AROUND FENCE POSTS PER MANUFACTURER'S RECOMMENDATIONS NOTE: A. ALL FENCE POST AND GATE INSTALLATIONS TO BE PER 02821 i 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 SECTION PLAN w 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 u C MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHRECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON GIST RE LANDSC'A EST FLEANOR K KINKLAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAHIUMAkGITFUTS NO sCH ORI SHEET SIZE WN42" A SITE DETAILS WOOD DOWEL FENCE SCALE'_ 1"=V-0" 2 FISH NET FENCE AND GATE SCALE: 1" =1'-0" 3 0 5 1 o �' :• 1 SCALE_ 1" = V-0" a 1 ( 2 3 I 4 5 ( 6 E u C 0 1, ADJACENT CONCRETE PAVING 2. (3) LANDSCAPE BOULDER (SEC 324000), LOCATE IN FIELD 3. PLANTING SOIL 4. ROUND COBBLES, 5-10 IN. SIZES 5. AREA DRAIN (SEC 334000) 6- COMPOST MULCH 7, DOWNFALL FROM SCUPPER OVERHEAD NOTES A. SEE SHEET L-101. THROUGH L-106 FOR LAYOUT PLAN STONE SPLASH CATCHMENT SCALE: 1/2" = 1'-0" 1. 1" CHAMFER, TYP. 2. PLAY SAND (SEC 321816) 3. CURB WALL, 4. GEOTEXTILE FILTER FABRIC 5. AREA DRAIN, SEE PLAN FOR CONNECTION TO STORM SYSTEM ' SURFACING, SEE PLAN SANDBOX SCALE: 1" = 1'-0" I I i O1 2" WIDE 8" DEEP TYP. 18" 0 3' TYP. I I I 5" I m F- I I ( VERIF NOBSTY A 10' RUCTED 't 6 6' POST FOOTING INSTALLED PER MANUF, SPACE 199 RECOMMENDATIONS PREFERABLE 3' MIN 50' OPTIMUM BASKETBALL STRIPING SCALE: 1/8" = TLC" 1. SALVAGED PEELED LOG, MIN 24" DIA., 8'-10' LONG- REMOVE ALL SPLINTERS AND ROUGH EDGES, SMOOTH TO TOUCH 2. #4 REBAR DOWEL, 18" O.C. 3, 1" DIA. WOOD PLUG, GLUED IN PLACE 4. 95%COMPACTED SUBGRADE OR 4" MIN. CRUSHED SURFACING F 9.03-9(3) COMPACTED 95% LOG BENCH SET IN WOOD CHIPS SCALE: 1" = V-0" ALL PAINT STRIPING 2" WIDE, WHITE PAINT i (SEC 32172313)- DIMENSIONS ARE TO CENTER OF LINE 2 v N 24' t 24' A R N II ICI �/ Ii E HT LETTERING, CENTERED i i i -�'- 96" -------------------------------'-- 961, �'- FOUR SQUARE STRIPING SCALE: 1/4" = 1'-0" MIN �/4 DIAMETER OF LOG, 6" GARDEN PLANTER SCALE: 1" = 1'-0" AMPHITHEATER SEATING SCALE: 1." = 1'-0" 24" TYP. 6 4 5 3 N� 1 6'-0" 10) 2" CUR 6" MIN. TYP. I -° p-+7 ��/ L/+\�\ I 2SLOP-E,N TYP.- - T/ 4 4 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 WRill, 5 4 6 10 + g 8 1 1 v, HOPSCOTCH'D' HOPSCOTCH STRIPING SCALE: 1/4" = 1'-0" 2 a 7 \ 11 13 ... / 2 � f PLAN OF REBAR AT CORNERS SCALE: 1" =1/2' 4'-C' TYP. • 0 1 SCALE: 1/4" = 1'-0" d 2 CUR 1, CIP CONCRETE WALL, SMOOTH FINISH, SLOPE TO DRAIN (SEC 033000) 2. PLANTING SOIL, 12" MIN. DEPTH, FILL TO 2' BELOW TOP OF WALL 3. 1" RADIUS, TYP. 4. WEEP HOLE, 4'018" O.C., SLOPE TO DRAIN 5. 95% COMPACTED SUBGRADE (SEC 312000) OR 4" CRUSHED STONE SURFACING PER WSDOT 9-03.9(3) COMPACTED 95%, 6. SLOPE TO DRAIN 7. ADJACENT CRUSHED ROCK PATH 8. SUBGRADE SOIL, SLOPE TOWARDS PLANTER WALL 9. DRAIN ROCK 10. 12" MIN. OVERLAP AROUND CORNERS 11, TIE REBAR WHERE OVERLAP OCCURS 12. 2"x4" KEY JOINT OR 1/4" ROUGHENED SURFACE AMPLITUDE 13. #4 STEEL REINFORCING BAR, DEFORMED, HORIZONTAL, 12" O.C. CONT, 2" CLEAR ALL SIDES 14. #4 STEEL REINFORCING BAR, DEFORMED, 18" O.C., VERTICAL, ALTERNATE ORIENTATION LEFT/RIGHT, 2" CLEAR ALL SIDES 1. ISOLATION JOINT WHEN SEAT ABUTS CONCRETE PAVEMENT OR WALL 2, CONCRETE SEATING, BROOM FINISH 3. ADJACENT CONCRETE PAVEMENT, SEE LAYOUT PLAN 4. THICKENED EDGE CONCRETE 5. 95% COMPACTED SUBGRADE (SEC 312000) OR 4" MIN. CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3) COMPACTED 95% 6. #3 REINF BAR, 12 O C. EACH WAY 7. #3 REINF BAR, 16 O.C. EACH WAY 8. #3 REINF BAR @ 16 O.C. 9. 1/2 RADIUS, TYP. 10, 6' WIDE CONCRETE PLINTH SEATING IN. a o a a � a 4� �aa 4 1' 1. TETHERBALL POLE, INSTALL PER NUFACTURER'S RECOMMENDATION _ PAINT STRIPING 2" WIDE, WHITE INT (SEC 321723.13). DIMENSIONS E TO CENTER OF LINE LID COLOR INFILL, YELLOW PAINT C 321723,13) il'iflllRi 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3'e Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON GIST RE LANDSCAP tfFWT� FLEANOR K- KINKEAD CFRTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM Oi 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: CC. CHECKED BY: KK COPYRIGITMAHLUMASTITFGTS INO sCH ORI SHEET SIZE WN42" A SITE DETAILS 2 3 0 5 a L-203 1 ( 2 3 I 4 1 5 ( 6 E u C 0 1. RUBBERIZED TRACK SURFACING (SEC 321823.39) 2. ATHLETICTRACK 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) ATHLETIC ASPHALT WITH TRACK SURFACING SCALE: 2" = 1'-O" CONDITION VARIES INSIDE TRACK. SEE V° m LAYOUT AND GRADING SHEET FOR ALL CONDITIONS. RUBBERIZED TRACK SURFACING SYSTEM 0.625" DRAINAGE SLOT ACO SPORT 2000 CHANNEL CATCH BASIN LANE ONE - INSIDE LANE LINE TRACK MEASURE LINE, SEE PLAN FOR DIMENSION FROM RADIUS POINTS CIP CONCRETE PER SLOT DRAIN MANUFACTURER'S SPECIFICATIONS. a: - -S. o TRENCH DRAIN CURB AND ATHLETIC ASPHALT PAVING FLUSH PEA ROCK/URETHANE PAVING ANDTRENCH DRAIN CONCRETE CURB FLUSH NSTALLSLOT DRAIN PER MANUFACTURER'S RECOMMENDATIONS _ SLOT DRAIN CATCH BASIN z 73,1 4 3'-6" TYP. TRACK CROSS SECTION SCALE: 1" = 1'0" 1. LANE LINE, 2" PAINTED, WHITE, TYP. (SEC 321823,39) 2. ATHLETIC ASPHALT AGGREGATE BASE(321216.35) 3. ATHLETIC ASPHALT PAVING (SEC 321216.35) 4. RUBBERIZED TRACK SURFACE (SEC 321823,39) 5. 6" WIDE OUTSIDE CONCRETE CURB (SEC 033000), 9" WIDE CURB AT FIRELANE CHAIN LINK FENCE. SEE SHEET L-002 FOR EXTENTS OF FIRELANE CHAIN LINK FENCE. S=2% T-6- 6 LANE TRACK LAYOUT SCALE: 1/4" = V-0" 1. SYNTHETIC TRACK SURFACING (SEC 321823,39) 2. LANDING PIT SAND (SEC 334617) 3. PERFORATE DRAIN PIPE (SEC CIVIL) 4. 2" PAINTED LINE, WHITE (SEC 321823.39) 5. TAKE -OFF BOARDS- PAINTED WHITE LINES TO NFHS STANDARDS 6. CAST -IN -PLACE CONCRETE CURB e 3 -------------- ____ -- ---- - 26' TYP. LANDING PIT - PLAN VIEW SCALE: 2" = 1'-O" \ / SCALE 1/4" =1'...0" 6" 9`-� 1 3 I a d m a a d 41...0 3 CIR, TYP. 5=1 REF CIVIL 10 LANDING PIT -SECTION SCALE: 1" = V-O" 1, LANDING PIT SAND (SEC 334617) 2. CONCRETE CURB (SEC 033000), TOP OF CURB FLUSH WITH ADJACENT ASHPALT PAVING 3. YY," RADIUS TYP., LT. BROOM FINISH 4. ASPHALT PAVING S. COMPACTED SUBGRADE (SEC 310000) 6. #3 BEHAR, 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 334616) 10. 4" PERFORATED LATERAL DRAIN PIPE (SEE CIVIL) 1. 6" DEPTH WOOD CHIPS 2. COARSE SAND (SEC 329100) 3, HDPE PERFORATED PIPE (SEC 334617), SIZE PER PLAN 4. EXISTING SUBGRADE 5. TRACK ASPHALT PAVING WITH TAMPED ASHPALT EDGE 6. TRACK, SEE'ATHLETIC ASPHALT WITH TRACK SURFACING' DETAIL 7. LANE I LANE LINE NOTES: A. INSIDE EDGE OF TRACK V-SO 3/4" FROM TRACK MEASURE LINE. B. CONNECT PERFORATED DRAIN PIPE TO CIVIL STORM DRAIN SYSTEM. 12' 24'TRIPLE JUMP---------- 32' TRIPLE JUMP 1. LANE LINE, 2" PAINTED, WHITE, TYP. 2. MEASURE LINE 3. ATHLETIC ASPHALT WITH TRACK SURFACING 4. OUTSIDE CONCRETE CURB 5, TRACK NUMBERING 6. EDGE OF TRACK SURFACING 7. TRENCH/SLOT DRAIN (334617) 2- 137' 6" TYP. 1. 2" PAINTED STRIPE, WHITE (SEC 5. 4" MIN. CRUSHED SURFACING TOP 321823.39) COURSE PER WSDOT 9-03.9(3) 2. RUBBERIZED TRACK SURFACING (SEC COMPACTED TO 95% (SEC 321123,23) 321823,39) 6, COMPACTED SUBGRADE TO 95% DRY 3. CONCRETE, MAX. 0.1%SLOPE IN DENSITY (SEC 312000) RUNNING DIRECTION, MAX. 2%CROSS SLOPE - SEE GRADING PLAN NOTE: 4, ASPHALT PAVING A. ASPHALT PAVING TO BE FLUSH WITH CONCRETE PAVEMENT UNDER RUNWAY, 4'-0" TAKEOFF LANE - OUTSIDE j TO OUTSIDE 6" TYP. I,\ STRIPE, TYP. I IZ 4' 4, CONCRETE FIELD EVENT RUNWAY SCALE: 1" = V-0" 1. DRILL -SEEDED TURF (SEC 329120) 2, COARSE SAND (SEC 329100) 3. HOPE PERFORATED PIPE (SEC 334617), SIZE PER PLAN 4. EXISTING SUBGRADE 5. TRACK ASPHALT PAVING WITH TAMPED ASHPALT EDGE 6. TRACK, SEE 'ATHLETIC ASPHALT WITH TRACK SURFACING' DETAIL 7. LANE I LANE LINE NOTES: A. INSIDE EDGE OF TRACK V-103/4" FROM TRACK MEASURE LINE. B. CONNECT PERFORATED DRAIN PIPE TO CIVIL STORM DRAIN SYSTEM. SLOT DRAIN SCALE: 2" = V 0" �P 1`-1 M" FRl1M INSIDE FDRF 7 1. CONDITION VARIES INSIDE TRACK. SEE LAYOUT AND GRADING SHEET FOR ALL CONDITIONS, 2. RUBBERIZED TRACK SURFACING SYSTEM 3, 0.625" DRAINAGE SLOT 4. ACO SPORT 2000 CHANNEL 5. LANE ONE - INSIDE LANE LINE 6. TRACK MEASURE LINE, SEE PLAN FOR DIMENSION FROM RADIUS POINTS 7, CIP CONCRETE PER SLOT DRAIN MANUFACTURER'S SPECIFICATIONS. NOTES: A. TRENCH DRAIN CURB AND ATHLETIC ASPHALT PAVING FLUSH B. PEA ROCK/URETHANE PAVING AND TRENCH DRAIN CONCRETE CURB FLUSH C. INSTALL SLOT DRAIN PER MANUFACTURER'S C 1. DRILL -SEEDED TURF (SEC 329120) 2. ROOT ZONE MIX (SEC 329120) 3. COARSE SAND (SEC 329100) 4. GRADED SUBGRADE. SCARIFY TO AN 8" DEPTH AFTER GRADING AND COMPACTION. INCORPORATE 2.5" OF COMPOST INTO SUBGRADE (SEC 329120) S = PER PLAN IXiAi MIdHIldhN lull i/iTIU Wfl iilll3(Xld/ll6'Wi III X/Ai-0IV D; 111 m SLOPE SUBGRADE TO MATCH FINISH GRADE SCALE: 2" = 1'-0" CONNECT PERFORATED DRAIN PIPE TO FIELD DRAINAGE TYP. - SEE DRAINAGE PLAN 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHRECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHUSTON REGOT RE LANDSCAP tfFEST� FLEANOR K_ KINKEAD CERTIRCATF NO 765 EdCTltJnds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGHTnARNMARCHITFATS.IN sUl UR6 uN. SHEET SIZE WN42" A TRACK AND FIELD DETAILS FRENCH DRAIN AND WOOD CHIPS (ALT 1.1 SCALE: 22" - V-0" 2 FRENCH DRAIN AND FIELD (ALT 1.1 SCALE: 2SCALE: 2" - V-0" 3 0 5 a ra M C 0 2 2 3 I 4 5 ( 6 TW 454.44 -(2 CONCRETE RETAINING WALL, L 12" WIDTH _ -- SCUPPER PROJECTION, " --TW 454.44 SEE ARCH TS 452.95 ii Ili 8 CONCRETE RETAINING WALL, u u 6" WIDTH, TYP FACE OF BUILDING,--- FACE OF BUILDING u_s FINISH GRADE CONCRETE STAIRS SEE ARCH SEE ARChi � lam% 5:16 RATIO L____� ra m �' III SHRUBS AT WALK 7 2 DRIP EDGE EDGE TO BLOCK SPLASH FROM 1 - Mq STAIR HANDRAIL L-200 �----� J "XS10p - L-201 STONE SPLASH CATCHMENT - -_ ° E �� DOWNFALL ` ii - CONCRETE WALK, / SEE LAYOUT PLAN r TW447,73 J2 `yA G +h: a, 4"� 1)4r.�L-- °.. BS446-28 L i FLUSH -- SO BLOCK WALL ,.�1<, %; ����������. EQ Ix/ FG 446.23 BIORETENTION SOIL SUBGRADE _�EO r - ---r' AREA DRAIN, PREP CONNECT TO STORM SEWER CEO e 3' 2" SECTION AT STAIR A 2 SECTION AT CENTRAL COURTYARD BIORETENTION SCALE: 1/2" = P-0" SCALE: 1/4" = V 0" SECTION AT STAIRS BAND C SCALE: 1/2" = V-0" WALL 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 IS 03) 224-0918 FAX MAHLUM ARCHITECTS INC u CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: CHECKED BY: COPYRIGITMARNMARGHrzW9S NO sUl URI 9HEET8171 WN42" A SITE SECTIONS 2 1 3 1 4 1 5 1 6 1 ( 2 13 I 4 1 5 ( 6 M C 0 0 STANDARD IRRIGATION NOTES: 1. SCOPE OF WORK: 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 NSPECTTHE 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, AYE, 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.IRRIGATION.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. 1.0, 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 PARALLELTO PLANTING BEDS SHALL BE LOCATED IN ADJACENT PLANTER. IRRIGATION LINES AND WIRING UNDER PAVEMENT SHALL BE SLEEVED. PIPELINES SHOWN PARALLEL ON DRAWING MAY BE PLACED IN A 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). IRRIGATION SCHEDULE SYMBOL DESCRIPTION ATHLETIC FIELD IRRIGATION Plastic pop-up spray rotor with metal riser. 6" pop-up. BIORETENTION ROTATORS pop-up Plastic pop-up spray heads with MP Rotator Spray Nozzle, SHRUB ROTATORS Plastic pop-up spray heads with MP Rotator Spray Nozzle. TEMPORARY ABOVE GROUND IRRIGATION Impact/Rotors on risers, above ground for meadow areas. To be removed at the end of establishment. TURF ROTATORS Plastic pop-up spray heads with MP Rotator Spray Nozzle. SYMBOL MANUFACTURER/MODEL Rain Bird EFB-CP-PRSD © Drain Valve BF Deface, BEEN 2" CC Rain Bird ESP-24SITE-W U Booster Pump Water Meter 2" Irrigation Lateral Line: PVC Class 200 SDR 21 _ — — — — — — — Irrigation Mainline: PVC Schedule 40 — — — — — — — — Pipe Sleeve: PVC Schedule 40 il'iflllRi 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON GIST RE LANDSCAP EST ELEANOR K_ KINKEAD CERTIRCATE NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: RF CHECKED BY: KK COPYRIGITMAR MARC1rzW9S NO s011 URI 9HEEieIe WN42" A IRRIGATION MAINLINE PLAN 1 1 2 1 3 1 4 1 5 1 6 1 ( 2 13 I 4 1 5 ( 6 M C 0 0 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL 10 ® Hunter MP1000 PROS-06-PRS40-CV OQQ Hunter MP2000 PROS-06-PRS40-CV \3✓ Hunter MP800SR PROS-06-PRS40-CV Hunter MP1000 PROS-I2-PRS40-CV Vn�1PPL"JtLn}l., Hunter MP2000 PROS-I2-PRS40-CV aJW4^I Hunter MP3000 PROS-I2-PRS40-CV ® Hunter MP800SR PROS-I2-PRS40-CV AKJ ® Hunter MP Corner PROS-I2-PRS40-CV ® (�ip 0 Hunter MP Strip PROS-I2-PRS40-CV IAT RET SST SYMBOL MANUFACTURER/MODEL e6 9 Rain Bird BOOS -SS m8 Rain Bird BOOS -SS 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL 15 Tree Drip Ring SYMBOL MANUFACTURER/MODEL IS 8 Rain Bird EFB-CP-PRS-D OD Drain Valve 3 2 L-307 BF� Febco 85OU 2" 1-307 CC Rain Bird ESP-24SITE-W ~'J © Booster Pump 1� Water Meter 2" L-307 -------- Irrigation Lateral Line: PVC Class 200 SDR 21�"� — — — — — — — — Irrigation Mainline: PVC Schedule 40 — — — — — — — — Pipe Sleeve: PVC Schedule 40 vale C,IIoac Valve Number # # VNNe Flaw {t" Valve Size 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) 224-0918 FAX u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3'm Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP tfFEST� FLEANOR K- KINKEAD CERTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: RF CHECKED BY: KK COPYRIGITMAR MAkC1rzW9S IN0. rel oRI SHEET8171 WN42" A IRRIGATION PLAN 1 1 2 1 3 1 4 1 5 0 L-301 1 ( 2 13 I 4 1 5 ( 6 E III C 0 0 1 i ... ,. ,av,� i q I jN ILill,„�.. M.... 1 ----- ----- I ----- ------------T� - -----= --- - ,r =� ; -� I i (- w _ _- - 1' 1 g M[ --B -- K M M 1 ..... 12 44.5 I II g,r--- ;_- 1%z' m -- 1 K�.:�...--..`_ K 1 K K,_ �"1 �0 _,w ...K K�qi�, K iC 1 -, r' � 181 191" �12n 1 III / ✓ } K 1 �1 kd K L— J `�°! BI- K K K K _ ._ v _ .._ 1 K ( M _r ��Lw _'' y 31.7 16 1r l rl _- 1 18 170 �_ J I; �MIS 1%" 1 1 1 19 20.6 1 I Q h--- 2 n --__�---------------— — — — — — — — — — — — — — — — — — — — — — — — — -- ---- �— —— — — — — — — — ------ --- -- -- --. L.—.—..---,.-------.,-----------.,—.—..—,.—.— .�.—.--.— — --... ..-... I----_ MATCH LINE - SEE SHEET L-305 I I 1 I IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL 10 Hunter MP1000 PROS-06-PRS40-CV L�307 Q�V Hunter MP2000 PROS-06-PR340-CV ® Hunter MP800SR PROS-06-PRS40-CV Hunter MP1000 PROS-I2-PRS40-CV SJ 1J! Hunter MP2000 PROS-I2-PRS40-CV 1�1< 41W6:6 Hunter MP3000 PROS-I2-PRS40-CV (I ® Hunter MP800SR PROS-I2-PRS40-CV (T-) Hunter MP Corner PROS-12-PRS40-CV 0 Hunter Me Strip PROS-I2-PRS40-CV L4 RA SST SYMBOL MANUFACTURER/MODEL 006 9 Rain Bird 8005-SS RB Rain Bird 8005-SS u 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL Tree Drip Ring SYMBOL MANUFACTURER/MODEL 8 Rain Bird EFB-CP-PRS-D 3 Drain Valve BF 2 3�0 Febco 850U 2" L-307 CC) Rain Bird ESP-24SITE-W OP Booster Pump a..-.® -1'.. Water Meter 2" L-307 Irrigation Lateral Line: PVC Class 200 SDR 21�'� - - - - - - - - Irrigation Mainline: PVC Schedule 40 - - - - - - - - Pipe Sleeve: PVC Schedule 40 valvECAKA N,Iv� N„meer # # valve flow #" va Ne Sive 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 D C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCMTECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedwignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP tfFEST� FLFANOR K_ KINKEAD CFRTIEICATE NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECTNO: ---201591300. DRAWN. BY: RE CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INC. sUl URGI N. 9HEETSIZI WN42" A IRRIGATION PLAN 2 3 0 5 0 is 30 6 ' 2 3 0 5 0 19 M C 0 I I I 1 E MATCH LINE - SEE SHEET L-306 IRRIGATION SCHEDULE SYMBOL MAN U FACTURE RJMODEL 10 a d Hunter MP1000 PROS-06-PRS40-CV L-307 Q Hunter MP2000 PROS-06-PRS40-CV Hunter MP800SR PROS-06-PRS40-CV Hunter MP1000 PROS-I2-PRS40-CV Hunter MP2000 PROS-I2-PR.S40-CV �"J4'J6=O Hunter MP3000 PROS-I2-PRS40-CV ®I ( Hunter MP800SR PROS-I2-PRS40-CV T� Hunter MP Corner PROS-I2-PRS40-CV ® I� 0 Hunter MP Strip PROS-I2-PRS40-CV TF1 RA SAT SYMBOL MANUFACTURER/MODEL 006 Rain Bird 8005-SS 9 08 Rain Bird 8005-SS 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL Tree Drip Ring SYMBOL MANUFACTURER/MODEL 8 Rain Bird EFB-CP-PRS-D 3 Drain Valve \30 j BF Febco 850U 2" L-307 CC Rain Bird ESP-24SITE-W Booster Pump Water Meter 2" L-307 Irrigation Lateral Line: PVC Class 200 SDR 21NZ � — — — — — — — — Irrigation Mainline: PVC Schedule 40 ____---- Pipe Sleeve: PVC Schedule 40 V2Ive cahoot V'Iv,Number 4 4 v i e Flow {$" valveA, 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) 224-0918 FAX u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascadedeaigncollab.com STATE OF WASHINGTON REGIST RE- LANDSCAP tBECTOr FLFANOR K- KINKEAD CERTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM Oi 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: RF CHECKED BY: KK COPYRIGITMAR MARC1rzW9S NO sUl URI 9HEET8171 WN42" A IRRIGATION PLAN 2 1 3 1 4 5 0 L-303 2 1 3 III 5 M 15 M C 0 E MATCH LINE - SEE SHEET L-301 --------------------------------- r77,7,7 -,-�'7 --,-,-----------------------------------------------------------------r--- tt Y ....... .._. >. ......... , rah fl 1 _. AD _I 1 iT l \ .1„ 1" I Ir Fro Iz In SYMBOL MANUFACTURER/MODEL 10 0 �D ®' Hunter MP1000 PROS-06-PRS40-CV L 307 Hunter MP2000 PROS-06-PRS40-CV Hunter MP800SR PROS-06-PRS40-CV "^�nr���r���� Hunter MP1000 PROS-I2-PRS40-CV zzUY Hunter MP2000 PROS-I2-PRS40-CV Hunter MP3000 PROS-I2-PRS40-CV ® Hunter MP800SR PROS-I2-PR540-CV U Hunter MP Corner PROS-I2-PRS40-CV ® 9 Hunter MP Strip PROS-I2-PRS40-CV 6T RIT SST SYMBOL MANUFACTURER/MODEL 9 006 Rain Bird 8005-SS 9 Rain Bird 8005-SS 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL Tree Drip Ring SYMBOL MANUFACTURER/MODEL IS 8 Rain Bird EFB-CP-PRS-D 3 �0� Drain Valve 2 L-307 �F Febco 85OU 2" L-307 CC Rain Bird ESP-24SITE-W Booster Pump F-ml LJ Water Meter 2" ---- Irrigation Lateral Line: PVC Class 200 SDR 21�"� — — — — — — — — Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 Valve callout Vane w,mer If i1 Valve Flow #^ VIl"Nze 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E 1206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 IS03) 2 24-403 2 OFFICE IS 03) 224-0918 FAX IC C 0 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascatledeaignmilab.com STATE OF WASHINGTON REGIST RE- LANDSCAP tBECTOr FI-EANOR K- KINKEAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: RF CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INC. am1 oWGUN. STEET8171 WN42" A IRRIGATION PLAN 2 3 0 5 O\\000\\00\� 0 1 ( 2 13 I 4 1 5 ( 6 E M C 0 Al ®M I I I I I .. I_ I I I 1" 1" MATCH LINE -SEE SHEET L-302 -------- — ---r--`7-------- ;,,. K _ , H I i K 24 4 24 C 25 24.4 K II r c -K 24.4 23 1.., �jII ti 26 244 38.2 15 , K K u _ zi i l z� -;. z R 2 K , { .., K 1/ , . 6 m6 —— ✓ 15 1�z� 7 14 60.2 2.1 K M K I I I I I I I I I I K 1 M M Li K\ - — — a rm SYMBOL MANUFACTURER/MODEL 10 a ` Hunter MP1000 PROS-06 PRS40-CV L-307 �® Hunter MP2000 PROS-06-PRS40-CV Hunter MP800SR PROS-06-PRS40-CV Hunter MP1000 PROS-I2-PRS40-CV Hunter MP2000 PROS-I2-PRS40-CV 4J!'d6"'d Hunter MP3000 PROS-I2-PRS40-CV ® ® Hunter MP800SR PROS-I2-PRS40-CV ADL 360 Hunter MP Corner PROS-I2-PRS40-CV �.l Hunter MP Strip PROS-I2-PRS40-CV Ls ur ssr SYMBOL MANUFACTURER/MODEL 006 Rain Bird 8005-SS 9 9 Rain Bird 8005-SS 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL Tree Drip Ring SYMBOL MANUFACTURER/MODEL 8 Rain Bird EFB-CP-PRS-D 3 �30 j Drain Valve RF Febco 850U 2" L-307 _ CC Rain Bird ESP-24SITE-W OP Booster Pump I-} Water Meter 2" L-307 Irrigation Lateral Line: PVC Class 200 SDR 21�"� — — — — — — — — Irrigation Mainline: PVC Schedule 40 ____---- Pipe Sleeve: PVC Schedule 40 Valve crrout Va11e N�,reer "Hive rlrw $)" vzlve Sze 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascatledwIgncollab.com STATE OE "SH[WTON clsT Re LANDSCAP ECT FLEAN0, K- KINkh AD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17M7 PHASE 1 BID SET ADDENDUM 01 CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECT NO: 2015913 00. DRAWN. BY: RF CHECKED BY: KK COPYRIGITMAHIUMARCITeGo IN0. oil ORPoN. 9HEETSIZI WN42" A IRRIGATION PLAN 1 1 2 1 3 1 4 1 5 0 is 30 6 ' C 2 3 0 5 0 I I I I I 19 M C 0 E MATCH LINE -SEE SHEET L-303 IRRIGATION SCHEDULE SYMBOL MAN U FACTURE RJMODEL 10 a d Hunter MP1000 PROS-06-PRS40-CV L-307 Q Hunter MP2000 PROS-06-PRS40-CV Hunter MP800SR PROS-06-PRS40-CV Hunter MP1000 PROS-I2-PRS40-CV Hunter MP2000 PROS-I2-PR.S40-CV �"J4'J6=O Hunter MP3000 PROS-I2-PRS40-CV ®I ( Hunter MP800SR PROS-I2-PRS40-CV T� Hunter MP Corner PROS-12PRS40-CV ® I� 0 Hunter MP Strip PROS-I2-PRS40-CV TF1 RA SAT SYMBOL MANUFACTURER/MODEL 006 Rain Bird 8005-SS 9 08 Rain Bird 8005-SS 16 Rain Bird 8005-SS SYMBOL MANUFACTURER/MODEL Tree Drip Ring SYMBOL MANUFACTURER/MODEL 8 Rain Bird EFB-CP-PRS-D 3 Drain Valve BF Febco 850U 2" L-307 CC Rain Bird ESP-24SITE-W Booster Pump Water Meter 2" L-307 Irrigation Lateral Line: PVC Class 200 SDR 21NZ � — — — — — — — — Irrigation Mainline: PVC Schedule 40 ____---- Pipe Sleeve: PVC Schedule 40 V2Ive cahoot V'Iv,Number 4 4 v i e Flow {$" valveA, 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) 224-0918 FAX u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascadedeaigncollab.com STATE OF WASHINGTON REGIST RE- LANDSCAP tBECTOr FLFANOR K- KINKEAD CERTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: RF CHECKED BY: KK COPYRIGITMAR MARC1rzW9S NO sUl URI 9HEET8171 WN42" A IRRIGATION PLAN 2 1 3 1 4 1 5 0 2 3 0 5 0 u C 0 1. IRRIGATION WATER METER 2. DOUBLE CHECK VALVE ASSEMBLY 3. MASTER VALVE 4. MANUAL DRAIN VALVE 5. PUMP, SEE SPECIFICATIONS 6. FLOW SENSOR 7. 8. VALVE BOX 9. VALVE ROUND 10. PVC IRRIGATION MAIN POINT Of SCALE: 1" = V-0" NNECTION 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. 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' L TRENCHING AND BACKFILL SCALE: 1" = V-0" SCALE: 1" = V-0" 1. FINISH GRADE 2, POP-UP ROTOR 3. SOD SQUARE, PER 329120 4. PLANTING SOIL/ROOT ZONE 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 DOUBLE CHECK VALVE SCALE 1" = V-O" MAINLINE ISOLATION VALVE SCALE; 2" = V 0" SCALE 1" = 1'-0" 1. VALVE BOX 2. FINISH GRADE 3. 6" PVC RISER PIPE 4, 3-4" BRASS GATE VALVE 5. 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 1AY SPRINKLER NG JOINT _TEE VE M INLET ONLY ON (SPRAY HEADS. -' -- 12" MIN. ---------- MANUAL DRAIN VALVE SCALE: 1" = 1'-0" ICK COUPLER SCALE: 1" = V 0" 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 CT MIN. PEA GRAVEL S. DOUBLE VALVE BOXES BOLTED BACK TO BACK 6. MAINLINE REDUCING TEE 7. 1" 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 S. 1 CU. FT. PEA GRAVEL 6. FINISH GRADE 7. DOUBLE VALVE BOXES BOLTED BACK TO BACK 8. SCH 80 PVC 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 PVC90 DEGREE STREET ELLS NOTES: 7 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 T 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" = V 0" SCALE: 1" = V 0" 1. FINISH SURFACE - PAVING 2. PAVING BASE COURSE 3. NATIVE BACKFILL MATERIAL 4. DETECTABLE MARKING TAPE 5. PVC SLEEVE 6. CONTROL WIRING T 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 1-FOOT 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 S. 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 1. CONCRETE CURB 2, WOOD CHIPS, SEE SOILS PLAN FOR DEPTH 3. PVC LATERAL 4. DRIPLINE WITH INLINE EMITTER AT TREE FOOTBALL 5. TREE ROOTBALL "' """'" `^" "" 4YOUT PLAN FOR SOIL TYPE. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX u C MAHLUM ARCHITECTS INC 1. a C LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 caacadedesignwllab.com STATE OF WASHINGTON EGIST RE LANDSCAP tfFEST� ELEANOR K_ KINkLAD CERTIFICATE NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: RF CHECKED BY: KK COPYRIGITMAHLUMAkC1rzW9S INO sCH ORI SHEET SIZE . WN42" A IRRIGATION DETAILS 2 3 I 4 5 0 L-307 2 13 I 4 1 5 ( 6 GENERAL PLANTING NOTES E M C 0 ' Al 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 IN2.5 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 A 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 Z60.1, 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 BYTHE 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. J.J., THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COMPLETE PLANT COUNTS TO COVER AREAS AT THE SPECIFIED SPACING. 12. DURING INSTALLATION NOTIFY THE OWNER'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 GROUNOCOVER 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. ALL AREAS 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 ATTHE 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 RAI NGARDEN/BIORETENTION AREAS. RAI NGARDENS/BI ORETENTION AREAS SHALL RECEIVE TOP MULCH PER SECTION 329300. 20. UPON COMPLETION OF THE WARRANTY PERIOD, THE CONTRACTOR SHALL SUBMIT A 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. PLANT SCHEDULE 201: SHRUB AREAS BOTANICAL NAME COMMON NAME TREES BOTANICAL NAME COMMON NAME CONT SIZE !Nml �0 \J 0 0 0 0 �O 0 (z) 0 O 0 U \J 0 0 U (D m Acer circinatum Vine Maple B & B 2" cal. Arctostaphylos uva-ursi Kinnikinnick (DT) IN) Acer griseum Paperbark Maple B & B 2" cal. Lonicera pileata Privet Honeysuckle Acer rubrum'Franksred' Red Sunset Maple B & B 2" cal. Mahonia nervosa Low Oregon Grape (N) Amelanchier laevis'Spring Flurry' Spring Flurry Serviceberry B & B 3" cal. Carpinus betulus European Hornbeam B & B 2" cal. Rhos aromatica 'Gro-Low' Gro-Low Fragrant Sumac Chamaecyparis lawsoniana Port Orford Cedar B & B 6-8' ht. Not Sheared GROUND COVERS BOTANICAL NAME COMMON NAME Gymnocladus diolca Espresso Kentucky Coffeetree B & B 2" cal. Carex elata 'Bowles Golden' Bowles Golden Sedge Maids x'Golden Raindrops Golden Raindrops Crabapple B & B 2" cal. Carex tostacea'Prairie fire' Prairie Fire Sedge Parrotia persica Persian Parrotia B & B 2" cal. Multi -Stemmed, 3 min. Platanus x acerifolia London Plane Tree B & B 2" cal. Deschampsia cespitosa Tufted Hair Grass Prunus serrulata 'Kwanzan Flowering Cherry B & B 3" cal. �/A %� Epimedium x rubrum Red Barrenwort Prunus x yedoensis'Akebono Flowering Cherry B & B 3" cal. o°tiu Fragaria chiloensis Coastal Strawberry (N) Thuja plicata Western Red Cedar #5 30" 1 Not Sheared Tsuga heterophylia Western Hemlock #5 30" ht., Not Sheared Geranium macrorrhizum'Bevan's Variety' Bevan's Variety Geranium Zelkova serrata'Musashino` Japanese Zelkova B & B 2" cal. Juncus balticus Baltic Rush BOTANICAL NAME COMMONNAME CONT SIZE CONT FIELD2 SPACING #1 4"h x 12"w, min. 3 Runners 18" o.c. #2 12"h x 12"w 30" o.c. #2 12"h x 12"w 30" o.c. #1 12"h x 12"w 24" o.c. CONT SIZE SPACING Plug or #1 12"h 18" o.c. 4" 9" h. x 9" w. 12" o.c. Plug or #1 12"h 24" o.c. 4" 9"h 18" o.c. #SP4/4" Pot 3"h x 12"w, min. 3 Runners 18" O.C. #1 12"h x 12"w 24" o.c. Plug or #1 12"h 18" o.c. Libertia peregrinans Orange Libertia 4" 9"h 24" o.c. Calamagrostis x acutifiora'Karl Foerster Karl Foerstrer Feather Reed Grass #1 12 "h x 121.w Calldna vulgaris'Silver Knight' Silver Knight Heather #1 9"h x 9"w Maianthemum racemosum False Solomon's Seal (N) 4" 12"h Ceanothus velutinus Wild Lilac #3 24"h x 18"w Pachysandra terminalis Japanese Spurge 4" 4"h Corpus sericea'Kelseyi' 'Kelseyi'Red-Twig Dogwood #1 12"h oopDDo Corylus cornuta Western Hazelnut (N) #5 30"h x 24"w Stachys byzantina'Silver Carpet' 'Silver Carpet Lambs Ears #1 6"h x 12"w Dryopteris lepidopoda Sunset Fern #1 12"h x 12"w SOD/SEED BOTANICAL NAME COMMON NAME CONT SIZE Echinacea purpurea'Magnus Purple Coneflower 41 12" h ❑ Athletic Field Grass See Section 329120 for Seed Mix seed Gaultheria shallon Salal (DT) (N) #1 9"h EcoTurf See Section 329200 for Seed Mix #1 seed Hamamelis x intermedia'Pallida' Pallida Witch Hazel #5 3'h x 3'w Helictotrichon sempervirens Blue Oat Grass (DT) #1 12"h x 12"w Ilex glabra'Shamrock' inkberry #3 24"h x 24"w Mahonia aquifolium Tall Oregon Grape (DT) (N) #2 15"h Oemleria cerasiformis Indian Plum (N) #2 24"h x 24"w Panicum virgatum'Shenandoah' Switch Grass #1 12"h x 12"w Pennisetum alopecuroides'Hameln' 'Hameln' Dwarf Fountain Grass #1 12"h x 12"w Pinus nudge var. pumilio Dwarf Mugo Pine #3 18" h x 15"w Polystichum munitunu Swordfern #1 12"h x 12"w Rhododendron macrophyllum Western Rhododendron (N) #5 36"h x 36'w Rhododendron so. Existing Rhododendron Transplant Transplant Rhododendron x'Girard's Fuchsia' Evergreen Azalea #3 24"h x 24"w Rosa nutkana Nootka Rose (N) #1 15"h x 15"w Rudbeckia fulgida Black -Eyed Susan #1 12"h Senecio greyi Senecio #3 18"h x 18"w Spiraea japonica 'Magic Carpet' Magic Carpet Spirea #2 18"hx18"w Symphoricarpos albus Snowberry (N) #2 24"h x 18"w Vaccinium ovatum Evergreen Huckleberry IN) #2 18"h x 12"w 24" o.c. 12" o.c. 24" o.c. SPACING il'iflllRi 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) 224-0918 FAX MAHLUM ARCHITECTS INC D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206)628-91331 caacadedesigncollab.com STATE OF WASHINGTON clsT Re LANDSCAP ECT ELEANOR K_ KINKEAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITRAR MAkC1rzW9S INC M1 URI 9HEET8171 WN42" A PLANTING SCHEDULE AND NOTES 2 1 3 4 1 5 1 ( 2 13 I 4 1 5 ( 6 E M C 0 M __.. AI-1 W I tilom Sam I 1 _ _ "MORE JILT ram, A 1 It / 1'' r I —^I r- It } s E �V A�� \'.� //r / �f �/ ( ' \ 1 J -- {I`,re e e wuv, f s f f r f e t f you# o f r i rl f f aff - ff ff` , 9 0 It i "-- __ _. Deschamp iacespdosa 74 , - /" Juncus balticusJ ` \ Arctostaphylos uva ursi -. (7) ( ) { _..���---------- Juncus baltc u s cus balticus Deschampsla cespitosa ­1 (40)40) _.(53) (34) -7 Deschampsla cespitosay iA t I i � I r " 71111 TI ) IS 1, r r 4I r 4 / j I I t i y T, x � W i m I y w 1 i 1 nlm I i � �{ i i 1 It i , __ ....-- I r i W 1. litit " I i� , - i`F, M. ry � � i r i A f A \ i fl / •. '— - a— � -- ..... 1 { / E it, Lonicera plleata Lonicera plleata Carex testacea Prairie Fire 19) i ii // �'"h--C,___ ��_..�(143Carex testacea'Praine"Fire' (20) �65)xelata'Bowles 6ol.._ ,... .(131)„ .. den v �( ) LomceFa plleata { i Carex testacea `Prairie Fire' Lonicera plleata (20) { 223) Lonicera plleata 20) li rs i Mahonia Pervosa I d Jill Lonicera plleata '. Carex testacea Prairie Fire (137) Juncus balticus Carex testacea Prairie e Carex testacea Prairie Fire { (65)� (131) 31 Lonicera leata Lonicera piteat a q f (18) Lonicera cera pleats - Lonicera plleata (20) F99" (19) (20) gy t ki------------_-------_--- i-1-n n." t. ' 4tli J.. ''vwbY - p rrL- x - t� '.q, ----------------------------------•---------------_"--- I MATCH LINE - SEE SHEET L-404 PLANT SCHEDULE L-401 SHRUBS O J O BOTANICAL NAME COMMON NAME CONT Acer rubrum'Franksred' Red Sunset Maple B & B Carpinus betulus European Hornbeam B & B Platanus x acerifolia London Plane Tree B & B Thuja plicata Western Red Cedar #5 BOTANICAL NAME COMMON NAME CONT Corms sericea'Kelseyi' 'Kelseyi' Red -Twig Dogwood #1 Gaultheria shallon Sala[ (DT) (N) #1 Mahonia aquifolium Tall Oregon Grape (DT) (N) #2 Polystichum munitum Swordfern #1 Spiraea japonica Magic Carpet' Magic Carpet Spirea #2 Symphoricarpos albus Snowberry (N) #2 Vaccinium ovatum Evergreen Huckleberry IN) #2 BOTANICAL NAME COMMON NAME CONT Arctostaphylos uva-ursi Lonicera pileata Mahonia nervosa GROUND COVERS BOTANICAL NAME Carex elata'Bowles Golden' i Carex testacea 'Prairie Fire Deschampsia cespitosa Juncus balticus NOTES Kinnikinnick (BIT) (N) Privet Honeysuckle Low Oregon Grape (N) COMMON NAME Bowles Golden Sedge Prairie Fire Sedge Tufted Hair Grass Baltic Rush #1 201 SIZE 2" cal. 2" cal. 2" cal. 30" ht., Not Sheared SIZE 12"h 9"h 15"h 12"h x 12"w 18"h x 18"w 24"h x 18"w 18"h x 12"w FIELD2 4"h x 12"w, min.3 Runners #2 12"h x 12"w 42 12"h x 12"w CONT SIZE Plug or #1 12"h 4" 9" P. x 9" w. Plug or #1 12"h Plug or #1 12"h 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. SEE SHEET L 400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANT SPACING. 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4, SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION. 5. SEE SHEETS SP-100 AND TP-101 FOR TREE PROTECTION. 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 IS 03) 224-0918 FAX MAHLUM ARCHITECTS INC u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedesignwllab.com STATE OF WASHINGTON 'GIST RE LANDSCAP EST FLFANOR K- KINKEAD CERTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: ST. CHECKED BY: KK fNPVRIGITMAHIUMAkIXirzFGTS.INCROlI oiletiNSKEE-TeI71.3it+4• A PLANTING PLAN 1 1 2 1 3 1 4 5 WOOQM.o0000000\� 0 1 ( 2 13 I 4 1 5 ( 6 PLANT SCHEDULE L-402 I I TREES BOTANICAL NAME COMMON NAME CONT SIZE Acer circinatum Vine Maple B & B 2" cal. I _ ( A Acer griseum Paperbark Maple B & B 2" cal. 1 ( Carpinus betulus European Hornbeam B & B 2" cal. F E _,.._.._,.._.v _. _.- j Chamaecyparie lawsoniana Port Orford Cedar B & B 6-8' 1 Not Sheared I 1 ' "> ,' I Gymnocladus dioica'Espresso' Kentucky Coffeetree B & B 2" cal. I I rf I - Parrot! p cal. Multi -Stemmed, ............,' .a arsica Persian Parrotia B & B 2 �� d Platanus x acerifolia London Plane Tree B&B 2" cal. \ 1 / l 1 „C_ 'k d l �_ _ 1 — / I c 1 Prunus serrulata'Kwanzan' Flowering Cherry B&B 3"cal. A f f t f if f r e j` I -- f�.._ _ 4 a" I ` ' % f- �i ) A - - T t Western Red Cedar #5 30 t Sheared i , g q -_ - �: / . _. _. orsuudiA c- Tnirt ... -1 hula plica a es ern e ear ht, No eare ,tl i :„-i A l L i 'ti / _ vrorIO/� ( a, e ... _... T __ % — _ KvAOII ppjA — 1 _ H 'zplflar� IAF _—_—_-------�.---- __- _ _. H _ _ 11 tr i e I �iq JPA�O = a E_ s J... L - - - - - _ - -. - - - � - - - - -��" L - - " T ..... - „ ' .-, ,� J 1 I � �� �//ii'ftr��� � y :.,,�j H _ Tsuga heterophylla Western Hemlock #5 30" 11 Not Sheared 1 .,..._ „w, w 9 9 9 H __ Juncus balticus Juncus balucus - -" '" '` „' __ �� - q... e ® e a - of f h s SHRUBS BOTANICAL NAME COMMON NAME CONT SIZE RS (54) (32) e e e yv 0 Calamagrostis x acutiflora'Karl Foerster' 'Karl Foerstrer Feather Reed Grass #1 12"h x 12"w -- -- -- --- - - Calluna v is Sdver Silver Heather #1 9 h x 9 w z \\\ I O° ulgar' ' ' Knight Knight " Maiantt%mum racemosum (30) MCeanothus velutinus Wild Lilac #3 24"h x 18"w aianthemum racemosum ...;. (15) 11 - -' 9 ( _ t 'I 'KelseY� Red-TwigDogwood #1 12"hr e Cornus sercea'Kelse i' D Corylus cornuta Western Hazelnut (N) #5 30"h x 24"w s _ If f ,e Dryopteris lepidopoda Sunset Fern #1 12"h x 12"w ` ............... I ( fr 9 it m q „ ( i e r ; ; 9 - - ra I O Gaultheria shallop Salal (DT) (N) #1 9"h 1 f f 9 _ i✓uA.rvn Hamamelis x intermedia'Pallida' Pallida Witch Hazel #5 3'h x 3'w N D Ilex glabra'Shamrock' Inkberry #3 24"hx24"w I ? e ! s4 1 z w l r t R n Deschampsia cespitosa-, ' z (32) ) I m 9 Mahonia aquifolium Tall Oregon Grape (DT) (N) #2 15"h --# _,...,.. .... N , - _ .. s I i � "„ ,,, � - _I m IV- M Oemleria cerasiformis Indian Plum (N) #2 24"h x 24"w y _ _ _----- _----- , 9 v 4 r1 ; ; , t a _ _ _ _.,, „, Geranium macrorrhizum `Bevan's Variety' I m (28) I ri' Panicum virgatum'Shenandoah' Switch Grass #1 12"h x 12"w Q`--- I ; - - ,,.. _ I w ® Pennisetum alopecuroides'Hameln' 'Hameln' Dwarf Fountain Grass #1 12"h x 12"w ¢ _ ,„ _ SE ' Q Polystichum munitum Swordfern #1 12"h x 12"w p edium x r ( -- = - { e p edium x r = Rhododendron mac p y m Western Rhododendron(N) #5 36 h x 36 w - e ___ drum x rubru = . l I m era trot Bev y E i ubrum (52) C ,.y _ RhododendronG d f h E A #3 24 h 24 Epime m I ro u .-., ..,,. 4 69 et ' u ,„, � f 9 ( ) G slues ma rhrzum' 'Bevan's Van 1 X irar s Fuchsia' Evergreen en Azalea X w „.� ._ ,. _ f e ° � +er re -. .. t g 9 Epimedium xr _ 132 ( ) p edium x r ) O Rudbeckia fulgida Black -Eyed Saran #1 12"h um� i u 51 3) ub!5 I " `i, Senecio grey! Senecio #3 18"h x 18"w IT 0( Spiraea japonica 'Magic Carpet Magic Carpet Spirea #2 18"h x 18"w # (' .a ..`'� -..,,r �� r. �,•r, `r.rz. ,, _ - 1,', r1r„ , f_ ..........;' Geranium macrorrhizum'Bevan s Variety wmw�H ' _ I Symphoncarpos albus Snowberry (N) #2 24"h x 18"w „ .. ; s -Stachys byzantrna '3ilver Carpel) t Carex testacea Praise Firc ) • i, (4)Ft Geranium macrorrhizum'B&Gan's Varlet ' - — Carexelata'Bo vies Golden' L ?,, '; , ( } .„I Vaccinium ovatum Evergreen Huckleberry (N) #2 18"h x 12"w (2,I 1 Stachys byzantina'Silver Carpet P Lonicerapdeata : . _ .. ,,..,..... +"- (101 Gera' ium macrorrhizum 'Bevan's Variety' (f f SHRUB AREAS BOTANICAL NAME COMMON NAME CONT FIELD2 (154 Geraniul!n macrorrhizum Bevan's Varet ' f 1 Y t Lomcera_OJleataw �_ , _ , ; (37) r f- (- (14) Lonicera Fiesta Privet Honeysuckle #2 12"h x 12"w Juncus balticus ' 'c"�' " m Lonicera pleats (87}'� Lonicera Pinata va ?' "' ., "' '";, ,' T '_ . > , (19) Rhus aromatica'Gro-Low' Pachysandra terminals e m , i o oo aou w m ' Al Rhus aromatica 'Gro-Low' (175) Lonicera ileata - - '.r �./`( (27) p Libertia peregrinans < < t T �., Y'„ Carex testacea'Praine Fire' Lonicera pileata (189) - n n (131) 1 °Lonicera,pileata.. .,. (20) „ Carex elata'Bowles Golden' (65) ' __t__.c__________ MATCH LINE - SEE SHEET L-405 �m 1 r nvnv ry upo on novoourzon ,, p ¢, v s © np¢nn -�` v avo ¢nv vvv �;. � 1 ooua ov ea un vu v.. unnv u _ rzr,nvvv uv cu©o¢ vo o u - a n _ Libertia peregrinans - - - Libertia peregrinans Libertia peregrinans (134) (31) 197) �%� ILLJ NOTES: 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. SOD/SEED 2. SEE SHEET L-400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANTSPACING. 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4. SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION, 5, SEE SHEETS SP-100 AND TP-101 FOR TREE PROTECTION. Carex elata `Bowles Golden Carex testacea'Prairie Fire Deschampsia cespitosa Epimedium x rubrum Gro-Low Fragrant Sumac COMMON NAME Bowles Golden Sedge Prairie Fire Sedge Tufted Hair Grass Red Barrenwort Geranium macrorrhizum'Bevan's Variety' Bevan's Variety Geranium Juncus balticus Libertia peregrinans Maianthemum racemosum Pachysandra terminalis Stachys byzantma'Silver Carpet' BOTANICAL NAME EcoTurf Baltic Rush Orange Libertia False Solomon's Seal (N) Japanese Spurge `Silver Carpet Lamb's Ears #1 12"h x 12"w CONT SIZE Plug or #1 12"h 4" 9" E. x 9" w. Plug or #1 12"h 4" 9"h #1 12"h x 12"w Plug or #1 12"h 4" 9"h 4" 12"h 4" 4"h #1 6"h x 12"w COMMON NAME CONT SIZE See Section 329200 for Seed Mix #1 seed 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 D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "wildedesignwllab.com STATE OF WASHINGTON REGOT RE LANDSCAP EST ELEANOR K KINKLAD 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM Oi 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: ST. CHECKED BY: KK frOPYRIGITMAR MARC1rzW9S iNG aM1 URI 9HEETSIZI WN42" A PLANTING PLAN 2 3 1 4 1 5 1 ( 2 13 I 4 1 5 ( 6 E M C 0 M I I 1 1 _ r r- E � /� � ---Maianthemum racemosum - 133) GI MA j k )I p e e 9 'r: V h 'z lirvs 9 y Maianthemum racemosum s: >•v e 9 9 `r""` 9 -a• t, =4:. ", f f f f f f 9 9 h ``.�'c `'�< \� (17) th Rawrux (Ma20)an : mums emosum ' Maianthemum racemosum Maianthemum racemosum " (26) ¢�°e.d (37) eG e H 17 e v, li + -- Pachysandra terminalis Pachysandra terminalis �" (23) 23 a "° eve f f I nr b Maianthemum racemosum O O Pachysandra terminalis v (18) 4i 55) r tiV / "a Geranium macrorrh¢urnBevan's Vanety' - �❑ Geranium macrorrhrzumBevan's Vanety 48 �w _"f f Maianthemum racemosum °""f f f r ,^. �` r Pachysandra terminalis (13) ,,, f ---- o Maianthemumt _ "" �nomd0/ - "' orn °fG o o " (39) acemosum - f H f• F Y";Y` i- {s °o° A4D) l e` CD I L00000 f f "" rmm"o f o ❑, x 0 o O , �I0000° '- - Geranium macrorrhizum'Bevan's Variety';. Geranium macrorrhin/m'Bevan`s Variety' 000 59) _ - H ' f gromv"�.. r v ``dd r w ao"aoo °`° Geranium macrorrhizum `Beva n's Variety' vt o o 40 Ill 1000 ( ) ae" o0000 Fragaria chiloensis �, .° — Pachysandra terminalis 000000000000o i. (307) =+r (103)�df9�ibpl���. 1 W O O O O O O p Sa- o000000000000 — ° � I oo°o°o°o°o U Deschampsia cespitosa < I Fragaria chiloensis Carex clots 'Bowles Golden' Deschampsia cespitosa Deschampsia cespitosa -- - g8 . ❑ ❑ ______ T(172) (60) (34).. (34) ( ) ❑ F yr--. __________Maianthemum racemosum ,. l o 0 0 0 0 0 0 0 0 0.0 0 0 0 o a a a a a a a a a'a a a'a a a a a a a a'a a s Q". a a a a a a a a a a a aaa ❑ ;1;. "s� � t ❑ 57 0 0 0 0 0 0 0 0 0 0 0 0 0 o O I o 0 0 0 0 09� o 0 0 0 0 0 a. a,eeaaa aeeeea a a �fJ_ � J sea � a a'aa ❑ �.,� T �� i` aaaa as / aoeo ae aaa as aeaao / as aaaa aaaaa-a°a°a '�ana-aaa s .ram T I a s aaa a s-a a a a a a aaa " ea a v Ja.. � a a. ,a < a...e a .. _ a°a � w,• aaaa a a -_- ' Carex elata rBowles Golden' ` ' ` f '�//, ' t ) ,. i' '"' ?, _______Stachys (61) t 9,,,. C. Cares elata Bowles Golden' ° •, : , ) Deschampsia cespitosa (�) ~ Stack sb zantana'Silver Carpet' (39) E - Y Y-R r H l`J: i_ t ` 1►. Stachys byzantina Silver Carpet f9"o° 10) ( \—Carex plate 'Bowles Golden' ° o ( (20) , ° Stachys byzantina Silver Carpet j �. „y h m (49) o ° ( ( e (14) .r.. -,,� -� / / / \\ r�/ h_Z ° N 'Silver -Stack s b zantina Silver. Car of ' ° - Geranium macrorrhizum 'Bevan's Vane "' ' . =, h /oro (� r i D ° liar/ i ( Stachys byzantina Carpet f " (. 14 y y p i(4,3) k/ H z?, ` '_� , 1 \ t. u A i ( Stachys byzantina'Silver Carpet 1 1 Geranium macm7rhizarr# Bevan sVariety H � H / r 9 9 (3Z)- , � H W T° 9 J Stacks I` H Maianthemum race y byzantina Silver Carpet / ) F 7 racemosum----, e t ) Geranium macrorrhizum'Bevan's Variety' ` )' /a ff (43) - _ Rhus aromatics Gro-Low'{ - r , , ❑ f 9 r - �� 1 (248) f ; ❑ �Aa, ------------------ Geranium macrorrhizum'Bevan's Van(38) — �' f i r: f r'•. h �� 1 f 9° r f I ❑ i o - I o E e Geranium macrorrhizum'Bevan s Variety ❑ g 9 i\Ww (38) r 9 l t Stachys byzantma'Silver Carpet"I -'".°,ate ;- "�°"° Stachys byzantina'Silver Carpef i (16) 9 r g I I E m @k' �. ( .: Csk Y°1 ❑ @7 U' iJ c, n n f -i.� \N ' ,.. J UJ CJ �. n u .....: � \ irr\mmum .... I':,. f / , f u f f t //II U\\al yl*4 -9 9 lit f f f t ff f f f f❑? 9 9. - _ Maianthemum racemosum � 9 e � Rhus aromatica Gro-Low' Rhus aromatics aromatica "Gro-Low Libertia peregrinans Libertia peregrinans Rhus aromatica Gro-Low' 1(65) (21) (28) (49) {96) _—LN,� ------------------------------------------------------------------...-------------- — — — — — — — — — — — — — — — — — ...�+--'1'--------------_ t/ i MATCH LINE - SEE SHEET L-406 PLANT SCHEDULE L-403 TREES H - �gllpm0o SHRUBS O C G U 0 0 1/ C/ C 0 C O <J C C 0 0 C NOTES BOTANICAL NAME COMMON NAME CONT SIZE Acer chainatum Vine Maple B & B 2" cal. Acer griseum Paperbark Maple B & B 2" cal. Amelanchier laevis'Spring Flurry' Spring flurry Serviceberry B & B 3" cal. Prunus x yedoensis'Akebono' Flowering Cherry B & B 3" cal. Thai plicata Western Red Cedar #5 30" 1 Not Sheared Tanga heterophylla Western Hemlock #5 30" 1 Not Sheared BOTANICAL NAME COMMON NAME CONT SIZE Calamagrostis x acutiflora'Karl Foerster' 'Karl Eoerstrer' Feather Reed Grass #1 12"h x 12"w Calluna vulgaris'Silver Knight' Silver Knight Heather #1 9"h x 9"w Ceanothus velutinus Wild Lilac #3 24"h x 18"w Corms sericea'Kelse i' Y 'Kelse i' Red -Twig Dogwood Y g g #1 12"h Corylus cornuta Western Hazelnut (N) #5 30"h x 24"w Echinacea purpurea'Magnus Gaultheria shallon Hamamelis x intermedia'Pallida' Helictotrichon sempervirens Ilex g labra Shamrock' Mahonia aquifolium Oemleria cerasiformis Panicum virgatum 'Shenandoah' Permaetum alopecuroides'Hameln' Finds ovar. p mug umilio Polystichum munitum Rhododendron macrophyllum Rhododendron sp. Rosa nutkana Rudbeckia fulgida Senecio greyi Symphoricarpos albus Vaccinium ovatum BOTANICAL NAME Rhus aromatica 'Gro-Low' Carex elata'Bowles Golden' Deschampsia cespitosa Fragaria chiloensis Purple Coneflower Salal (DT) (N) Pallida Witch Hazel Blue Oat Grass (DT) nkberry Tall Oregon Grape (DT) (N) Indian Plum (N) Switch Grass 'Hameln Dwarf Fountain Grass Dwarf Mug o Pine Swordfern Western Rhododendron (N) Existing Rhododendron Nootka Rose (N) Black -Eyed Susan Senecio Snowberry (N) Evergreen Huckleberry (N) Gro-Low Fragrant Sumac COMMON NAME Bowles Golden Sedge Tufted Hair Grass Coastal Strawberry (N) Geranium macrorrhizum'Bevan's Variety Bevan's Variety Geranium Libertia peregrinans Maianthemum racemosum Pachysandra terminalis Stachys byzantina'Silver Carpet' Orange Libertia False Solomon's Seal (N) Japanese Spurge 'Silver Carpet' Lamb's Ears 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. SEE SHEET L-400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANT SPACING, 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4. SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION. 5, SEE SHEETS SP-100 AND TP-101 FOR TREE PROTECTION. #1 12" In #1 9"h #5 3'hx3'w #1 12"h x 12"w #3 24"h x 24"w #2 15"h #2 24"h x 24"w #1 12"h x 12"w #1 12"h x 12"w #3 18" IT x 15"w #1 12"h x 12"w #5 36"h x 36"w Transplant Transplant #1 15"h x 15"w #1 12"h #3 18"h x 18"w #2 24"h x 18"w 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 u C #2 18"h x 12"w CONT FIELD2 #1 12"h x 12"w CONT SIZE Plug or 41 12"h Plug or #1 12"h B #SP4/4" Pot 3"h x 12"w, min. 3 Runners #1 12"h x 12"w 4" 9"h 4" 12"h 4" And #1 6"h x 12"w CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascadedesignoollab.com STATE OF WASHINGTON GIST RE LANDS, P EST FLEANOR K- KINkLAD CERTIFICATE NO 765 EdCTltJnds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 ADD-01 03MV17 CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: SITE PERMIT REVISION 01 PHASE 1 BID SET ADDENDUM 01 CUP RESPONSE 01 DESCRIPTION 05 DECEMBER 2016 SITE PERMIT PROJECT NO: 2015913 00. DRAWN BY: ST CHECKED BY: KK fNPVRIGITMAHIUMAkIX1rzFGT5.INCROlI URG'sNaeeE-Telz.an+ae" A PLANTING PLAN 1 1 2 1 3 1 4 5 WOOQIIIIIIIIIIIIIIII1OOOOOON 0 1 ( 2 13 I 4 1 5 ( 6 E M C 0 M MATCH LINE -SEE SHEET L-401 1 _ _ _ 1 1 ; r "'� — s"`i N .{.` {fx" f f • )— — — — — �Conicera pT (� — —Lonlcera P)?( 9) Carex elate Bowles 6ofd4e2" I ,. ...._............. ; { t „" e „h r � �� Carex testacea `Prairie Fn-e`-- Juncus balticus � Lonlcera plleata f p 9 4 f.`!`, (57) (93) (6)� Arctostaphylos uva-ursi (20S) Lonicera pleats Lonicera pileata Carex testacea 'Prairie Fire ,(:6)� (19) (57) 'til i —', ✓ Lonicera plleata--T Carex elate Bowles Golden` � I 1 4 �.,", � a � aaa ar e a a a a' i-r }r'STt1A i j 4 Mahonia nervosa 1 ) (26) Mgtanthemum racemosum ,//° i, — I ( ) LCarex elate Bowles Golden' Carex elate Bowles Golden �Arctostaphylos uva-ursi i 1 ) (285) �$ f 4 Loniceraplleata (42) (42) 1 y a a (26) .,.,_. ....,.__ .._._..................-..i....__,_,_,_,_Care:ctestacca,Tcabde.Eue'...�.,� Juncus 6aTt';icus..""`" (52) a aaa$����co#!0Ws!m aaa ttAu (83) ,.....,� Carex Elata `Bowles Golden \„ Lonlcera plleata 7) �(17) 1 fit f" a g " —Lonicera eleata 3 onlcera plleata Lonicera pileata (6) i 4 9 (6) 6 Care tps taa3 rairie Fire' —V omce a plleata ......._ _ �.. .�. Lonicera plleata Carex elate `Bowles Golden" 52) t.. s f f...". e4 9. "" "'\ , $>s....., -Carex test `Prairie Fire (37) L6o)nlcera pileata __L6)nicera plleata Lonicera plleata 6 Lonicera ileata O I w p f h» 9 "v - 49 4 a / 13 �lanthemum racemosum , , a y - (_) a" —Carex testae a P.Eayrie Fire arex elate Bowles Gol en Carexte tacea'Prairie Fire (521 (37) -.... ,(52) Lonicera pileata Carex testacea `Praise Fire --Lonicera pileata 1 61 52 61 ( w ,,,,,,,,,,, ,, -. .. ,. 4 _ s Ca. .. Carex elate Bowles Golden` Lonicera pileata =' Carex elate Bowles Golden" ) ,.. / _.. _... " ------------------ Careselae 'Bowles 6oWL r__ _ I ID I= Ir: S Im I' M Im m rE IGil I - I I I f ( I I ..1 -I ) i 1 _I I 1 i I 4 I I 1 � I l I I I PLANT SCHEDULE L-404 SHRUBS 0 h O 0 COMMON NAME Acer rubrum „Franksred' Red Sunset Maple B & B Maids x `Golden Raindrops' Golden Raindrops Crabapple B & B BOTANICAL NAME COMMON NAME CONT Calamagrostis x acutiflora `Karl Foerster `Karl Foerstrer Feather Reed Grass #1 Corpus sericea'Kelseyi` 'Kelseyi` Red -Twig Dogwood #1 Corylus cornuta Western Hazelnut (N) #5 Gaultheria station Salal (DT) (N) #1 Mahonia a uifolium Tall Oregon Grape (DT)(N) #2 Polystichum munitum Swordfern #1 Rhododendron macrophyllum Western Rhododendron (N) 45 Rosa nutkana Nootka Rose (N) #1 Spiraea japonica 'Magic Carpet' Magic Carpet Spired #2 Symphoricarpos albus Snowberry (N) #2 BOTANICAL NAME COMMON NAME CONT Arctostaphylos uva-ursi Kinnikinnick (DT) (N) Lonicera pileata Privet Honeysuckle Mahonia nervosa Low Oregon Grape (N) GROUND COVERS BOTANICAL NAME COMMON NAME 0 Carex elata'Bowles Golden' Bowles Golden Sedge ElCarex testacea'Prairie Fire' Prairie Fire Sedge RMJuncus balticus Baltic Rush LAMaianthemum racemosum False Solomon's Seal (N) NOTES 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. SEE SHEET L-400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANT SPACING. 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4. SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION. 5. SEE SHEETS SP-100AND TP-1.01 FOR TREE PROTECTION. #1 201 SIZE 2" cal. 2" cal. SIZE 12"h x 12"w 12"h 30"h x 24"w 9"h 15"h 12"le x 12"w 36"h x 36"w 15"h x 15"w 18"le x 18"w 24"h x 18"w FIELD2 4"h x 12"w, min. 3 Runners #2 12"h x 12"w #2 12"le x 12"w CONT SIZE Plug or #1 12"h 4" 9" P. x 9" w. Plug or #1 12"h 4" 12"h 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 u C B CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHRECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "wadedesigncollab.com STATE OF WASHINGTON 'GIST RE LANDSCAP EST FLFANOR K- KINKEAD CFRTIRCATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MAAITW9S NO M1 URI UEET8171 WN42" A PLANTING PLAN 1 1 2 1 3 1 4 5 WOOQIIIIIIIIIIIIIIII100MMMMON� .\\\\\Q"\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 0 1 ( 2 13 I 4 1 5 ( 6 E u C 0 ' Al I I Juncus balticus —" ( 55) �Lonlcera pileata Lonicera pileata Lonlcera plleata w (�) (6) (29) Juncus balticus (92) Carex testacea 'Prairie Fire' 57 Lonicera plleata ( ) (19) Lonicera pileata 00 6) "a I I Carex Class 'Bowles Golden' (42) 1 Lonicera plleata Carex testacea 'Prairie Fire (52) 4 erp.de__,­-I rCarex elata'Bowles Golden' (37) slate 'Bowles Golden':' nicera pileata - --- I Lonicera pileata (6) Lonicera pileata To Bowles Golden'— Carex test: Or � v PLANT SCHEDULE L-405 BOTANICAL NAME COMMON NAME Acer rubrum'Franksred' Red Sunset Maple Malus x'Golden Raindrops' Golden Raindrops Crabapple Parrotia persica Persian Parrotia Platanus x acerifolia London Plane Tree Zelkova serrata'Musashino' Japanese Zelkova BOTANICAL NAME COMMON NAME eCeanothus velutinus Wild Lilac O Corms sericea 'Kelseyi' 'Kelseyi' Red -Twig Dogwood (� Panicum virgatum'Shenandoah' Switch Grass OSenecio greyi Senecio U Spiraea japonica 'Magic Carpet Magic Carpet Spirea SHRUB AREAS BOTANICAL NAME COMMON NAME Lonicera plleata Privet Honeysuckle GROUND COVERS BOTANICAL NAME COMMON NAME Carex elata'Bowles Golden Bowles Golden Sedge LjCarex testacea Prairie Fire Prairie Fire Sedge 19 Juncus balticus Baltic Rush X Libertia peregrinans Orange Libertia CONT SIZE B&B 2" cal. B&B 2" cal. B & B 2" cal. Multi -Stemmed, B&B 2" cal. B&B 2" cal. CONT SIZE #3 24"h x 18"w #1 12"h #1 12"h x 12"w #3 18"h x 18"w #2 18"h x 18"w CONT FIELD2 #2 12"h x 12"w CONT SIZE Plug or #1 12"h 4" 9" h. x 9" w. Plug or #1 12"h 4" 9"h SOD/SEED BOTANICAL NAME COMMON NAME CONT SIZE F7EcoTurf See Section 329200 for Seed Mix #1 seed NOTES 1. SEE SITE SURVEY FOR EXISTING CONDITIONS, 2. SEE SHEET L-400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANT SPACING, 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4. SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION. 5. SEE SHEETS SP-100 AND TP-101 FOR TREE PROTECTION. 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 D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 cascadedesignwllab.com STATE OF WASHINGTON cisT RE LANDSCAP ECT FLFANOR K KINKLAD CFRTIRCATF NO 765 EdCT'iQnds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03MV17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MAkC1rzW9S INO sUl URI SHEET SIZE WN42" A PLANTING PLAN 2 1 3 1 4 5 SCALE:I Ilia � 1 ( 2 13 I 4 1 5 ( 6 I MATCH LINE - SEE SHEET L-403 M C 0 M PLANT SCHEDULE L-406 2017 SHRUBS BOTANICAL NAME COMMON NAME CONT SIZE Ch Corylus cornuta Western Hazelnut (N) #5 30"h x 24"w G Mahoma acluffolium Tall Oregon Grape (DT) (N) #2 151111 10 Oemleria cerasiformis Indian Plum (N) #2 24"h x 24"w Polystichum munitum Swordfern #1 12"h x 12"w 0 Symphoricarpos albus Snowberry (N) #2 24"h x 18"w Vaccinium ovatum Evergreen Huckleberry (N) #2 18"h x 12"w SOD/SEED BOTANICAL NAME COMMON NAME CONT SIZE Athletic Field Grass See Section 329120 for Seed Mix seed EcoTurf See Section 329200 for Seed Mix #1 seed NOTES 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. SEE SHEET L-400 FOR PLANTING NOTES, FULL PLANT SCHEDULE AND PLANT SPACING. 3. SEE SHEET L-407 FOR PLANTING DETAILS. 4. SEE SHEETS TP-100 AND TP-101 FOR TREE PROTECTION. 5. SEE SHEETS SP-100 AND TP-101 FOR TREE PROTECTION. 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 u C 19 MAHLUM ARCHITECTS INC CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "waidedwignwllab.com STATE OF WASHINGTON REGIST RE LANDSCAP tfFEST� 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 SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: ST CHECKED BY: KK COPYRIGITMAR MARC1rzW9S INO aM1 URI 9HEET8171 WN42" A PLANTING PLAN 1 1 2 1 3 1 4 5 NOMIIIIIIIIIIIIIIIIINOMMOMM� 0 1 ( 2 13 I 4 1 5 ( 6 E M C 0 nAl ' l � DECIDUOUS TREE SCALE: 1" = V-0" 61101 0 lama WE011101 SCALE: 1" = V-0" ALLOWABLE ALTERNATIVE TIE -DOWN METHOD EXCESS SOCK MATERIAL, DRAWN IN AND TIED OFF SECURELY FrYP,) 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. ,) � CONIFEROUS TREE 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. COMPOBTSI SEE NOTE I 1. INSTALL PLANT VERTICALLY. UPPERMOST ROOT SHALL BE NO MORE THAN 1" BELOW SOIL SURFACE 2. MOUND SOIL TO FORM MIN. 4" HT. WATERING WELL AT DRIPLINE OF EACH PLANT. 3, PREPARED PLANTING SOIL 4. BACKFILL WITH SOIL REMOVED FROM HOLE 5. SUBGRADE 6. TOP MULCH AND COMPOST (SEC 329100/02910); FEATHER TO BASE OF PLANT T ROUGHEN SIDES AND BOTTOM OF HOLE 611as1 11111812WTA\11i0[C0610[ Mao SCALE: 1" = V-D" ANGLE TERMINAL E34D UPHILL 24" M 48' TO PREVENT FLOW AROUND SOCK I'fYP.) CONTOUR LINE (TYP.) I(TYPPACING VARtBE .1 DISTURBED SEE COMPOST ECCKII' SPACING TABLE AREA 21" K 2" K 24" UNTREATED WOODEN STAKE (IYP.) EROSION CONTROL BLANKET - SEE NOTE 4 COMPOST SOCK DETAIL. COMPOST SOCK - WSDOT STANDARD PLAN 1-30.40-01 SCALE: NITS 1L3. 1. GUY TRUNK TO STAKE WITH #12 GALVANIZED WIRE AND 1/2" DIAMETER RUBBER HOSE 2. 2" X 2" X SO' PRE -STAINED STAKE. CUT TOP OF STAKE. 3. 6" BERM 4, 3" MIN. TOP MULCH LAYER - DO NOT PLACE MULCH DIRECTLY AGAINST TREE TRUNK. 6DIA. 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. 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" = V-0" T___ TRIANGULAR SPACING NOT TO SCALE Compost Sock shall be In accordance with Standard Specification EXTEND BLANKET FAR ENOUGH OVER 1. More tican the minimum of one fastener per square S" MIN. END CREST OF SLOPE TO EFFECTIVELY may be required due to Conditions such as Securely knot each end pP Compiled: OVERLAP PREVENT UNDERCUTTING AND TO blanket composition, soil type, surface Uniformity, PROVIDE SECURE ANCHORING antl Y Frost and s Overlap ao a Cher. Compost slope nags. Sack ands 12 krollind cote arwtisar sole seoudey tie together. 2, See St ndard Specification &D1.3(3) and S•14.5 . EROSION CONTROL Compost to be dispersedon site as determined by the Engineer, BLANKET „} ' �, 3. Use mrsinufacturai requirements. When manubacturees when vegetation covers the surface. it J''� r.r�.r'''�,v� FASTENER sequilrements are not provided, use Inatelletion ui ne shown on Standard Plans. STAPLES +4"APART, .Ry, FY•� v n. �,';� TYP.) req If Erosion Consul Blanket Is place Compost Sack on top STAGGERED, S" 0. 0. ,,.�"✓'" r�r. at blanket, S S Plan 460.1Q. �k ` y `, 4, Additional Staples may be required on elopes 4n :. .i/' ITYRM)Ax, greater titan 3H : 1V. Install Compost Sock perpendicular to flow along dontouls. \ \ SHINGLE SPLICE -SECTION Remove sediment fmm the up slope side of the Compost Sock a ° 18MAX. \ \ when accumulation has reached 1!2 of the effective height of the " ,�^®r ITYPi ��• '`.as' MAx. Compost Sock. DYP.> �. %,:*"'` �• 39' MAX Perform mallEleneneH in accordance with Standard Specification �.' IT14 Refer to Standard SpecMcation 541.3(16) for removal. Ir x T TRENCH] CONTROL BLANKET-*;*`' ®' COMPOST am mv.)- NATNE SOL-FOLLOW '- / �*a!` WMIN,GE OVERLAP LBEYOND INSTALLATION STEPS 7 � TOE OF SLOPE OR TOEDGE EGEE DETAIL OF VEGETATION -WHICHEVER EROSION CONTROL` IS CLOSER PROTECTED BLANKET Ott\ AREA 1G,4: M1. 2 Rowe OF STAPLES • '•. C APART, STAGGERED, ;' h'+X'`nr y�y S" O. C. PLACED WITHIN"•Y Y°r, •: W OF BLANKET EDGE. DRAINAGE ORATE (CIRCULAR % l''� &�oe CRATE SHOWN) �'"//' �,„'.ti v4. 2" . 2 v 24'" UN -TREATED WOODEN u$ as STAKE, SPACED EVERY 38' G.D. MP,) a INSTALLATION STEPS: a 1. Prepare smooth sic pe. t� 2 ROWS OF STAPLE TYP.j - 2. Amend soil and , as specified. SEE DETAIL SORK V APART, STAGGERED, a" 0. C. SEE DETAIL $. Dig anchor trench. Set aside native Soil removed from trench. 4 Secure blanket in anchor trench, B+ ^^e staking or stapling blanket as shown, wk. 1 INITIAL ANCHOR -MAIL Il (✓ b. Replace native soli previously 1 ` removed from trench. WIRETIED ! OVERLAP S. Roll blanket down the slope in a ISOMETRIC VIEW j (}YPd controlled manner, takhg care to remove excess Black, and taking care not to stretch blanket. NOTE: 7 Stake or staple blanket as shown so there 1. COMPOST SOCK TO BE PLACED MID -SLOPE FOR SLOPES LESS are no gape beiween ffia blanket and d1e Boll. ISOMETRIC VIEW THAN lea HORIZONTAL DISTANCE. Staple while unrolling en the blanket to and *a CATCH BASIN INSTALLATION 2. COMPOST SOCK TO BE PLACED TOP AND MIDDLE OF SLOPE FOR walking on blanksL SLOPES GREATER THAN 10' HORIZONTAL DISTANCE. EROSION CONTROL BLANKET FOR SLOPES - WSDOT STANDARD PLAN 1-60.10-01 SCALE: NITS 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 D CASCADE DESIGN COLLABORATIVE LANDSCAPE ARCHITECTURE + URBAN DESIGN 1402 3- Ave., Suite 415, Seattle, WA 98101 (206) 628-91331 "wadedwignwtlab.com STATE OF WASHINGTON GIST RE LANDSCAP EST FLEANOR K_ KINKEAD CERTIFICATF NO 765 Edmonds SCHOOL DISTRICT Each student learning, everyday!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 C B SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/17l17 PHASE 1 BID SET ADDENDUM 01 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: MMW CHECKED BY: KK COPYRIGITMAR MAkG4rzW9S INO s011 ORI 9HEET8171 WN42" A PLANTING DETAILS 2 1 3 1 4 1 5 0 L-407 E 1 2 3 4 5 6 CONTROL JOINTS PER 5PEGIFIGATION5 SEE ARCH'L FOR LOCATIONS OF SECOND POUR FIRST POUR DEPRESSED SLABS GUT ALTERNATE W.W.M_ — TOPPING SLAB W 6x6 W1.4xWi.4 WIRES . AT JOINT (CONTINUE REBAR WNM MIN. 8 INSULATION PER ARGH'L. %' EXPANSION JOINT %' EXPANSION JOINT SLAB -ON -GRADE — DEPTH OF DEPRESSION AT RADIENT FLOOR AREAS. SEE NT INHERE OCCURS) THFU IpER PER PLAN PER PLAN FOR LOGN'5 EXP05ED 5LAB-ON-5RADE a --- TOPPING SLAB a EXPOSED 5LAB-ON-GRADE --- ----- 5LAB-ON-61RAOE 8 5LAB-ON-6RADE 4 TOPPING SLAB 8 M�H'L O�JOL�REAGH O REINF. PER PLAN - THICKEN INSULATION PER 6/5-301 4 REINF. PER PLAN REINF. PER PLAN REINF. PER PLAN INSULATION PER 6/5-301 51DEEAR EB �N AT TRAN51TION A5 SHOWN NF XXXXAAXAX�E 0,0 -0" GONSTRUGTION JOINT GON5TRUCTION JOINT 5LAB STEP PER -0" 01, 'e`--VAFOR MIN. PER 6/5-301 PER 6/5-301 4/5-301 MIN. BARRIER MIN. COMPACTED GRANULAR SEE DETAIL TO RIGHT FOR GALL -OUTS IN CAPILLARY BREAK MATERIAL COMMON PER PLAN AND SPECIFICATIONS EXP05W TO RADIANT TYPICAL TO EXPL25ED TYPICAL TO RADIANT CON5TRl/CTION JOINT CONTROL JOINT Slab Transition Details 3 Slab Step 4 Slab Joint 6 2a #4 x �4 @ 18"oG 3'-0" MIN. D CONCRETE OR GMU V ALL (1)#4 EA. N05E (1)#5 DIAC70NAL - -- ADDL. AT CON( - - - ---_ SLAB-ON-6RADE 5LAB-ON-6RADE INALL5 ONLY •' •.;� 1/2" EXPANSION JOINT PER PLAN PER PLAN 2)#4 GONT. • el. per plan Q #4 @ 15"oG E.W. _... STEPS PER Al � o11 �, � •' NORMAL FOOTING #4 @ 12"0G D . REINFORCING D o NOTE: g el. per plan #3 x @ 12°oc 8 #3 x 2@ 12"oc —ADDL BARS TO GON96URATION OF o e MATCH NORMAL STAIR (INCLUDING TREAD (2)#4 BOTTOM o00 U -- • REINFORCING DIMENSIONS) o °oo� Q PAND ER ARGR 6"MIN. all %2' EXPANSION JOINT _- togb LINE OF EXCAVATION t+2" 51-AB oN GRADE NORMAL FOOTING PER PLAN REINFORCING 7 Footing Step 9 Stair On Grade 1 6 11 Slab Step 1 2 STAIR 5TRIN6ER 4 STEP MECH'L UNIT WHERE OCCURS BOARD PER 4/5-602 1 SEE GENERAL STRUCTURAL STAIR TREADS AND RI5ER5 PER ARGH'L TzNOTE I FOR ANCHORAGE CORNER BAR5 TO CORNER BARS TO MATCH REGUIREMENT5 MATCH HORIZ. REINF. CROSS WALL HORIZ. REINF. !a I (ALT. HOOKS) #3 x @ 18"oc @PERIMETER --------- A35 AT EA. STRINGER EPDXIED TO SLAB - 2%4" EMBED I #4 @ 18"oG P.T. 2x6 SILL PLATES EA AlY 5LAB-ON-GRADE PER PLAN SLAB-O GRADE --- W/ %'� EXP. BOLTS INSTALL PRIOR TO ME( 0 C \ PER PLAN @ 36'oc. (EMBED 3") PAD , ADDITIONAL WALL OR o a U o° VERT. BARS FOOTIN6 ° o'o _o _ o00 4"(VERIFY W/ PER PLAN P.T. 2$ SILL PLATES MECH'L/ELECTRICAL) W/ %'4' EXP. BOLTS E ' NOTE: BEE MEGH L a ARCH'L DRAWIN65 (205 BOT. @ 24 oc. FOR PAD LOCATIONS. PADS NOT ALLOWED ON ELEVATED FLOOR WITHOUT APPROVAL PLAN �/lF1N 2-0 FROM ENGINEER OF RECORD. THICKENED BLAB PER — 13 14 15 PLAN - EXTEND 1'-0 BEEYONEA.DD 5TRIN6ER5 16 Mech'I Housekeeping Pads 1 7 Q Wall Corner Bars 18 r NOTE: AT EXP05ED SLABS, BLOCKOUT COL. DOES NOT OCCUR AT 150LATED COLUMNS I - CONCRETE SLAB TO BEIN5TALLED EXPOSED SLAB TH15 51DE AFTER IN5TALLATION OF STEEL COLUMNS PER NOTE ON PLAN, I BASE T. SEE 23/5-301 AT COLUMNS IN WALL. BELOW STEEL COLUMN I INFILL GONG. TO BE BLOCK OUT PER PLAN �� CAST AFTER PLACEMENT PER 12/5-302 4 i OF COLUMN 24/5-301 g ,......... CL COL. ' g 1" MIN. CONTROL JOINT, j (2)#4 x 4'-0° f 1 P. I/,` ISOLATION JOINT J6„ # U 4 GTRD. IN SLAB, TYP. @ 3"oG CTRD. AROUND COLUMN, P STOP SHORT OF JOINT IN SLAB 150LATION JOINT TYPICAL INTERIOR WALL WHERE AROUND BLOCK < CONSTRUCTION/CONTROL OCCURS - KEEP CONTROL OUT PER 24/5-301 JOINTS PER 6/5-301 JOINTS $150LATION JOINTS WITHIN WALL PLAN 1/lE{N 19 20 21 22 BLOCKOUTVOIDEP051N6 23 Control Joint At SteelColumn24 el. per arch'I MASONRY WALL PER PLAN ______ — PROVIDE FREE -DRAINING �O MATERIAL A5 5PEOPIED #5 @ 32"oG VERT. CONCRETE m #4 @ 12"oc HORIZ. — ° PER CIVIL DRAWINGS z w OR GMU WALL a 8 5PECIFICATION5 #4 @ 18"oc VERT. ---- PER GENERAL 2) #5 @ 32"oc HORIZ. o� -- STRUCTURAL NOTES s z DOWELS TO MATCH v o C) z i CONT. 1 /2'x3v2' KEYED JOINT MA50NRY WALL VERT5. FIN15H GRADE PER GIVIL/LANDSCAPE cn o . . O ALT. HDOK5) - A z 4 #4 @ 32"ac TOP PIPE SLEEYES A5 — o O A #5 @ 12"oG TOP el. per plan t.o. ftg. el. per plan EXCAVATION NOT _ REQD. -ADJACENT E ALLOWED BELOW PENETRATIONS SHALL THI5 LINE BE 5PACED A MIN. OF (4) DIAMETERS ON _ . 1,-6„ ._...------- 1'-0' FOR H < 6'-0" 1 6 MIN' CENTER UNLE55 OTHER-2' 0" MIN, 1 6 FOR H > 6'-0" E0. ELI IN15E APPROVED BY THE 6)#5 CONT. 5TRUGTURAL ENGINEER 2'-6" FOR H < 6 0° 25 26 Retaining Wall (Site) - Typical27 (3)#5 CONT. BOT. -- 4'-0" 6'-0" CMU Wa1128 Pipe Sleeve30 FOR H ) Cantilevered 1 2 3 4 5 6 mahlum 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 COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION T Edmonds SCHOOL DISTRICT Each student learning, every day!. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN SPR-01 04/17/17 SITE PERMIT REVISION 01 ADD-01 03/31/17 ADDENDUM 1 MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PRO ECTNO S130282-01 DRAWl- JZB, JB CHECKED BY: JAW RJV LAN CNI IG4ITMAHLWM GWITKTS ING 2011 0.AIGINI SHEET 81ZE 90"A2- TYPICAL CONCRETE DETAILS S=301�5 1 2 2 1 4 1 5 1 6 N 0 C N §0 ® am Wi 40M UNIT UNIT UNIT 1 (E) PARKING LOT AND DROP-OFF TEMPORARY PLAY L� AREA _ UNPROTECTED O R IBC TABLE 705.8 _D PARTITION, PATCH AND )CATS EXIT SIGNAGE TO IIFY EGRESS ROUTE G-042 . iE OFF EXISTING42'x30' =F LOUVERS WITH 1 HR 1 0 Nltt iD PARTITION — -- ( �..� 16-p M( 17.5 SF OF NEW LOUVERS TO WALLS OR VIA ROOF HOOD )TORIZED DAMPERS AND L, FROL POINTS (SEE MECH)`, OFF DOOR WITH 1 PARTITION, PATCF aTE EXIT SIGNAGE ---=_ =--_ EXISTING DOOR, LOUVER PERMITTED AS UNPROTECTED ) OPENINGS PER IBC TABLE 705 8 (<10 % OF WALL AREA) UNIT 6 o ® A4 � G-o42 I POINT ANCE ALLOWED PER TABLE 705.: IOVE AND PATCH TO PRESERVE 1 RATING AT WALL. \ \ 1ti `, V '11, V SITE FOR NEW MADRONA WILL NOT BE OCCUPIED PF = ALLOWED PER TABLE 705.: AND PATCH TO PRESERVE 1 041) FOR CONSTRUCTION TIME TRAILER LOCATIONS, AND, ADDITIONAL PHASING DETAILS �.QFMNNMIS am 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441 -047 8 FAX 41 1231 NW HOYT SUITE 102 PORTLAND OR 97209 IS03) 224-4032 OFFICE IS03) 224-0918 FAX 5„ c MAHLUM ARCHITECTS INC N C N Edmonds SCHOOL DISTRICT Each student !earning, every day!. MADRONASCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN (R)j,DEMO SITE PLAN AND TEMPORARY FACILITIES L� 1. = 20'-0" MARK DATE DESCRIPTION ISSUE DATE: 05 DECEMBER 2016 ISSUE: SITE PERMIT PROJECINQ 2015913 00 DRAWN B`h AD CHECKED BY: DM IXEEYE1Z TMAHLUAIARCHITKTEINC 2011 OSIGINt SHEET BRF 9P142 E A A DEMO SITE PLAN AND TEMPORARY FACILITIES GENERAL SITE NOTES 1. SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, DIMENSIONS AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON THE SURVEY IN PACE ENGINEERS, DATED OCTOBEE A 2016AND IS PROVIDED FOR a h I r� 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 71 COLUMBIA I FLOOR 4 CURBS, EXTERIOR FACE OF BUILDING FOUNDATIONS AND GRID LINES, SEATTLE WA 98104 (206) 441-4151 OFFICE E E 206 441-0478 FAX 0 C z E A y W � MI �I • 93RD AVE• W LEGEND I--]- ROOF OUTLINE EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO REMAIN � • • � PROPERTY LINE — — — — — — 25 FT SETBACK PROPOSED WETLAND BUFFER AREA REDUCTION - WETLAND --- 45FT OFFSET WETLAND AVERAGING REFERENCE " 4 ------- STANDARD WETLAND BUFFER -7� 15FT. CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED W ETLAND BUFFER - PROPOSED 15' CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED W ETLAND BUFFER AREA INCREASE i { 1 1 • L t....S IMEOW• •� •now 0010, 10 ..im • �� • i f \ ', • • 1_ Yam_. __._.� .-.,-..: �_�,. e'' _. .. -' '�,.i.. •�� u • • .. • .fir �/-��-�� .fir �� -�� �� �....�� /r ... . ,.. - . 3 • tf a , f. .. A \p n e , { �m SEE CIVIL FOR °m HORIZONTAL CONTROL ~ „ .., . "ae4e«®� �„ _ .. .''""•- '� _..' • - _. �°w-a\\:�\\ `.;,,1���`v'° "�r^f��'`Y"'f `..Y""r_"'y✓""_t'_"�Y""f`"'s !\:. _ 20 ET FIRE J SERVICE LANE i -- -- a _ . _ SERVICE YARD _ i E 3 � _� � o o' �� o o '� � • 3 1 s t 1 1 1 1 n ❑ i PLAY FIELD .:: --.-- _. ( ' • I � I a 1 ❑ ❑ ! e u ❑ v p..._............ ... ... _..A_ r-q Z' _... ... .. ... .ro—y 0 o I g 1 o o i I g o o I w'' ! A , I I A 0 0 SPR-0 o o, Sp 01 o o • i WETLAND • m • ' • rn • ' WETLAND w • ' _.. \ ¢"'1£t \ ` LANDSCAPESEE CIVIL AND FOR PAVING, GRAD NG, AND DRAWINGS fle", LANDSCAPING..�(SITE PERMIT SUBMITTAL #BLD20161599) _.► r„ I 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 DRAT& - ADI CHECKED BY: DM IXEEYE1Z IT MAHLUAIARCHITETE INC 2011 OSIGIN t SHEET SIZEW,42" A ARCHITECTURAL SITE PLAN /_1 6]0119:I "111MMw"919: aaA_10 I I 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 PLACEHO DER FOR SNOPi iD TRANSFORMER LOCATION. EXACT VAULT LET AILS TO BE PROVIDED BY SNVPUD 1 g2jqr) AVE, I� --- - _� - P UTILITY VAULT #444LA WITH 44-332P, H2O COVER _ to UTILITY VAULT #444LA >-" ��",.� ' WITH 44-332P COVER SEE CIVIL FOR EXACT \ ROUTING BETWEEN SEWER, SNO PUD TRANSFORMER fi' M GAS, AND WATER l AND VAULT P P WL3 WL3 Wl3 WL3 y — p STUB UP Y� u� � :�, T- 21 — t, �i — /'$luG�fN ARY __. MdF A "„�___.. ......... IDF� \ 1 �i C �I` L p SERVICE R� LE I � �T91 .�,.-- - T 9 / Dnnc �n FEE RL-' RL aVi:"s 1a+13 V. aTiJ h P3 G V P-- ' P2 _ P2 V_ GI PD 4 " iPIVPD P36 � P38 P38� - P36 PROPOSED MONUMENT SIGN WITH INTERNALLY ILLUMINATED, _ ttt PROGRAMMABLE DOUBLE -SIDED "£ �' ELECTRONIC READER BOARD.`, \SL 2y 1 { __ SIGN IS SUBJECT TO SEPARATEwi P _ BUILDING PERMIT AND IS NOT IN _�-- l THE SCOPE IN THE SUBJECT ga„'M1I".�^ J DESIGN REVIEW. , -I ------------- 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