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21-101296 -Plan Set-08-16-2021-V2_ApprovalLU1.03 LAND USE ANALYSIS L0.03 ARBORIST TREE INVENTORY -G H U U L LU1.04 LAND USE ELEVATIONS L0.04 ARBORIST TREE INVENTORY Y M P I V I F.W KLU1.05 LAND USE ELEVATIONS L1.00 OVERALL SITE PLAN ARCHITECT L1.01 SITE PLAN ENLARGEMENT McGRANAHAN ARCHITECTS SURVEY L1.02 SITE PLAN ENLARGEMENT 2111 PACIFIC AVENUE, SUITE 100 E D E R A L WAY PUBLIC SCHOOLS 1 TOPOGRAPHIC SURVEY L2.00 OVERALL PLANTING PLAN PHONE:TACOMA, 3. 98402 2 TOPOGRAPHIC SURVEY L2.01 PLANTING PLAN ENLARGEMENT PHONE: 253.383.3084 3 TOPOGRAPHIC SURVEY L2.02 PLANTING PLAN ENLARGEMENT 4 TOPOGRAPHIC SURVEY ZL L2.03 PLANTING SCHEDULE =EDERAL WAY) WA 5 TOPOGRAPHIC SURVEY L2.04�VE�RALL OIL PLA CIVIL ENGINEER 6 TOPOGRAPHIC SURVEY L . 0RIGATION PLAN JACOBSON CONSULTING ENGINEERS 7 TOPOGRAPHIC SURVEY L3.01 IRRIGATION PLAN ENLARGEMENT 255 SOUTH KING STREET, SUITE 800 L3.02 IRRIGATION PLAN ENLARGEMENT SEATTLE, WA 98104 CIVIL L3.03 IR IGATION SCHEDULE AND DETAILS PHONE: 206.426.2600 C0.00 COVER SHEET L4.0111111TEETAIL C1.00 OVERALL DEMOLITION PLAN L4.01ETAILS C2.00 OVERALL TESC PLAN L4.02ETAILSC3.00 OVERALL GRADINGPLAN L4.03ETAILSC3.20 SITE SECTIONS L4.04ETAILS C3.21 SITE SECTIONS A C4.00 OVERALL DRAINAGE PLAN ELECTRICAL C4.10 DRAINAGE DETAILS E1.00L ELECTRICAL SITE PLAN C4.20 TORM DETENTION PROFILES 5.00 OVERALL DRY UTILITIY PLAN N n [I F wq F T C6.00 OVERALLPAVING PLAN I APPRC 5 MAN A H C; -�*` + ` n ' t ; 0. ilk dl wow JA AL AL ll, ry jc - ts IL 46f 4h , # + �� i� dw dl # t x •, _ A 'a r - y: f ` A!r4 - Or FL ia -1 . . .. . 4. 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IF y +' � _ yarn r '•a�'�-�A�^ �r ,- * •' } - `/4 f , • 1 - _ - / - `� . •..K' ' } .11. w _,; �• yi .: �.► + f#+- + F� r_- �--- ;r.�r� • *ice.#r� k # IWPILr - T I 4, • dW_ t �y ly.*yl'- + , 1 4 - - . # ; •+_mot mmi 260491 on] LITA I 10 1 a I _ r- mr- _ - -Iff !PRAML iN vi ON all NORTH VICINITY MAP E GRAPHIC SCALE: 1 inch = 32 feet 0 16' 32' 64' 96' ORIGINAL SHEET IS 30" x 42" copyright 2021 PLAY AREA 67,509 SF 1%,vi%,vv 1cMu11'­%a Zvi any future portable GROSS AREA ANALYSIS: TOTALS LEVEL 1 40530 SF LEVEL 2 23650 SF SUBTOTAL / BLDG 64179 SF HORIZ PROJECTIONS: 1853 SF = TOTAL ROOF OVERHANGS & CANOPIES GRAND TOTAL: 66033 SF = TOTAL GROSS BLDG AREA COVERED PLAY 3044 SF MECHANICAL PLATFORM 986 SF 26TH AVENUE SW CO 0 PROJECT NORTH LAND USE SITE PLAN 1 /32" =1'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT KRISTOPHER J. STAMON STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE SITE PLAN issued LAND USE 26 MAR 21 revision 1 LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS sheet_ LU1.02 all rights reserved ZONING CODE ANALYSIS ALLOWABLE HEIGHT, ZONING): HEIGHT LIMITED BY ZONING REQUIREMENTS, SEE AVERAGE GRADE PLANE / BUILDING HEIGHT ANALYSIS. THE AVERAGE OF THE HIGHEST AND LOWEST EXISTING OR PROPOSED ELEVATIONS, WHICHEVER IS LOWEST, TAKEN AT THE BASE OF THE EXTERIOR WALLS OF THE STRUCTURE, OR IT MEANS FIVE FEET ABOVE THE LOWEST OF THE EXISTING OR PROPOSED ELEVATIONS, WHICHEVER IS LOWEST. ABE IS THE ELEVATION FROM WHICH BUILDING HEIGHT IS MEASURED PARKING REQUIREMENTS 1 STALL PER EMPLOYEE X 60 EMPLOYEES = 60 STALLS REQ'D PARKING PROVIDED: EAST PARKING LOT = 43 STALLS REGUALR STALLS: 37 COMPACT STALLS: 3 ACCESSIBLE STALLS: 3 (2 REQ'D) SOUTH PARKING LOT = 20 STALLS REGUALR STALLS: 20 COMPACT STALLS 0 ACESSIBLE STALLS 1 (1 REQ'D) PASSENGER LOADING ZONES, IBC 1106.7 PROVIDE 1 ACCESSIBLE LOADING ZONE PER 100 LF. 400 LF OF LOADING AREA = 4 STALLS @ 20' EACH WSSP S2.4: CARPOOL DESIGNATED STALLS REQ'D FOR 5% OF PARKING STALLS. 63 STALLS X 5% = 4 STALLS REQ'D. 4 STALLS PROVIDED WSSP S2.2 BIKE RACKS FOR 5% STUDENT 4-8TH GRADE + STAFF (150+60) X 5% = 11 REQ'D. 12 BIKE RACKS PROVIDED. WSSP S2.3 PROVIDE INFRASTRUCTURE FOR 1 FUTURE ELECTRIC VEHICLE CHARGING STATION. 1 PROVIDED, SEE ELECT FOR MORE INFORMATION LOT COVERAGE: LOT COVERAGE: 75% MAX OF SITE TOTAL LOT AREA: 399,915 SF BUILDING AREA INCLUDING CANOPY: 43,174 SF HARDSCAPE: 137,442 SF PLAY FIELD: 42,976 SF TOTAL IMPERVIOUS AREA: 223,592 SF 223,592 SF / 399,915 SF = 55.9% DISTRICT GUIDELINES OUTDOOR PLAY AREA 75 SQ FT PER STUDENT WITH 6' MIN HIGH FENCE STUDENTS 602 X 75 = 45,150 SF REQUIRED AREA PROVIDED 125,750 SF EAST ELEVATION O d c d -3780 - 2,• PEDESTRIAN PLAZA :._......1::. = ..:.:::.:':::.:.:::.:.:::.:.:::.:.:::.:.:::.:.: ::::; ::; ::; ::; ::; ::; ::; ::; ::; ::; :............................. _ _. J..::.:.:....................................... .... ............................. c .:. :.: .:. :................................. .. .. .:.: .:. :.: .:. :.: 00 O V F LANDSCAPE BUFFER .1, _. :,...:: ............................:.1... .�:.1 ::. ....:::.:::::.:::::.:::::.:::::.:::::.:::::.:::::.:::.:.: .._.,..................................................................... ..1a' ::......:'. d ifi .�:.1:.: ...y............................................................... O IN ::-:.1::. ..: V.':::::::::::::.:.....:::::::::::::::::::::::::::::::.: N \ 8 X 2 BAYS TYPICAL ::,:.1_ :. _:.: a f.l ::.1: _. ...s......................... ........ ........ ........ ....... U N \ ::':.:-:::':.:-:::':.: '_... co .._.1_._ ..:...:.:................... ........ ........ ........ F- lily 12' 11�111 N N _ - aP > � N N 2' INSET 13'-5" X V-6" INSET I iA w imil CD � N J -11 11' 2' X 1' 6" INSET LU -11 W IIIIII I � 1-1 I I-1 � 1=1 I I II=1 III -II IIIIII � = IIIIIIII OM 6' 7" O M 11 Cl) Z 13' 11 19' 5" 18'-0" 18' 10" 14' 9" 19' 0" 18' 11 " 42' 1 " 0 11f o 11, 0„ III (fl II o M N 55'-5" 378' - 0" WEST ELEVATION a0 b C BUILDING FACADE MODULATION AND SCREENING OPTIONS a) FACADE MODULATION. MINIMUM DEPTH: TWO FEET; MINIMUM WIDTH: SIX FEET; MAXIMUM WIDTH: 60 FEET. (b) LANDSCAPE SCREENING. EIGHT -FOOT -WIDE TYPE II LANDSCAPE SCREENING ALONG THE BASE OF THE FACADE, EXCEPT TYPE IV MAY BE USED IN PLACE OF TYPE II FOR FACADES THAT ARE COMPRISED OF 50 PERCENT OR MORE WINDOW AREA, AND AROUND BUILDING ENTRANCE(S). (c) CANOPY OR ARCADE. AS A MODULATION OPTION, CANOPIES OR ARCADES MAY BE USED ONLY ALONG FACADES THAT ARE VISIBLE FROM A RIGHT-OF-WAY. MINIMUM LENGTH: 50 PERCENT OF THE LENGTH OF THE FACADE USING THIS OPTION. (d) PEDESTRIAN PLAZA. SIZE OF PLAZA: PLAZA SQUARE FOOTAGE IS EQUAL TO ONE PERCENT OF THE GROSS FLOOR AREA OF THE BUILDING, BUT IT MUST BE A MINIMUM OF 200 SQUARE FEET. THE PLAZA SHOULD BE CLEARLY VISIBLE AND ACCESSIBLE FROM THE ADJACENT RIGHT-OF-WAY. ORIGIN SHEET IS 30" x 42" c o p y r i 91111t all rights reserved SERVICE YARD FACADE MODULATION AND SCREENING 1" = 50'-0" NORTH REQUIRED SETBACKS FRONT BACK SIDE EAST SIDE WEST MIN SET BACKS BASE HEIGHT (30' HIGH) 50' 50' 50' 50' INCREASE REQ'D FOR BONUS HEIGHT (+ F FOR EACH ADDITIONAL FOOT UP TO 10') + 50' + 50' + 50' + 50' TOTAL MIN SET BACK REQ'D 100' REQ'D 100' REQ'D 100' REQ'D 100' REQ'D PROVIDED SET BACK 142'-1" 326'-0" 141'-11" 11T-5" ALLOWABLE BUILDING HEIGHT 40' ♦ INN D G F B A BLANK WALL ARTICULATION E C WALL METHODS APPLIED A, B IV, VII C u, Vn D IV, VII, VIII E IV, VI, VII F IV, VII G IV, VII METHODS TO ARTICULATE BLANK WALLS. (1) SHOWCASE, DISPLAY, RECESSED WINDOWS; (11) WINDOW OPENINGS WITH VISIBLE TRIM MATERIAL, OR PAINTED DETAILING THAT RESEMBLES TRIM; (III) VERTICAL TRELLIS(ES) IN FRONT OF THE WALL WITH CLIMBING VINES OR SIMILAR PLANTING; (IV) SET THE WALL BACK AND PROVIDE A LANDSCAPED OR RAISED PLANTER BED IN FRONT OF THE WALL, WITH PLANT MATERIAL THAT WILL OBSCURE OR SCREEN THE WALL'S SURFACE; (V) ARTWORK SUCH AS MOSAICS, MURALS, DECORATIVE MASONRY OR METAL PATTERNS OR GRILLWORK, SCULPTURES, RELIEF, ETC., OVER A SUBSTANTIAL PORTION OF THE BLANK WALL SURFACE. (THE FEDERAL WAY ARTS COMMISSION MAY BE USED AS AN ADVISORY BODY AT THE DISCRETION OF THE PLANNING STAFF); (VI) ARCHITECTURAL FEATURES SUCH AS SETBACKS, INDENTATIONS, OVERHANGS, PROJECTIONS, ARTICULATED CORNICES, BAYS, REVEALS, CANOPIES, AND AWNINGS; (VII) MATERIAL VARIATIONS SUCH AS COLORS, BRICK OR METAL BANDING, OR TEXTURAL CHANGES; AND (VIII) LANDSCAPED PUBLIC PLAZA(S) WITH SPACE FOR VENDOR CARTS, CONCERTS AND OTHER PEDESTRIAN ACTIVITIES. BLANK FACADE ARTICULATION - 1 " = 50'-0" NORT 1 AVERAGE BUILDING ELEVATION (ABE) AVERAGE OF FINISH (PROPOSED) OR EXISTING ELEVATIONS (WHICH EVER IS LOWER) POINT FG High FG law EG HWh EG low 14igh+Lawj2 Ave a Totair,7 Celtuiated Average A 288-08 287.53 29C56 295.32 285.94 ID 287.60 287.$3 ZU-75 ZOS,09 285.92 C 288.08 287.60 289.26 297.74 28784 D 288.08 287.60 288.63 287.60 287.84 F 288.08 2$7.87 299.03 ZU.47 287." F 288.08 288.08 289.03 288.93 288.08 G 288.0$ 287A3 28'9.21 298.93 287.76 H 288.08 287.43 289.09 1 289m 287,76 I 288-08 288.08 289.10 289.09 288.06 t 2$&M 298.09 2".10 289.10 288-08 x: 288.06 288.08 289.10 289.10 28$.08 288.08 288.03 289A3 288.39 288,06 41 288.08 29&06 289.13 Z8,8.86 288.08 N 288.08 288-06 Z88.86 287.82 187.95 288-08 188.08 298.28 287.82 287.% 288 (W 2.8808 288.2570US. 2$8.oe 288.08 287.60 288.131 287.32 Total 4890 781287.7 ABE M 288.08 architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT R.76 KRISTOPHER J. STAMON STATE OF WASHINGTON G 287.76 '.98 . U - 287.84 J MECHANICAL SCREEN WALL MECHANICAL SCREENING HEIGHT LIMIT - - - - - - - - - - - - - - - - - - - - - - BUILDING HEIGHT LIMIT / 318.10 TOP OF PARAPET o o b 288.00 293.00 288.10 FF M AVERAGE GRADE PLANE ---------------------- ------------ ------F 288.30 - --- ---------------- -- - ---- -- ---------------------- HIGHEST LOWEST 1 ELEVATION 288.10 ELEVATION J EAST -WEST BUILDING DIAGRAM EXISTING GRADE 00- ZONING HEIGHT SECTION Scale: 1/32" = V-0" Z O co O H a: W M J• W 0 = N o r ti ui w � w O Z zo co STRUCTURAL MODULATION CALCULATIONS WEST ELEVATION EAST ELEVATION SOUTH ELEVATION TOTAL LENGTH: 378'-0" TOTAL LENGTH: 221'-3" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (34'-38') STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (20'-24") MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (68'-76') MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (40'-48') STRUCUTRAL OFFSET DEPTH PROV'D: *68'-5" (--18%) STRUCUTRAL OFFSET DEPTH PROV'D: *86'-1" (-39%) STRUCTURAL OFFSET WIDTH PROV'D: 10V-8" (>x2) STRUCTURAL OFFSET WIDTH PROV'D: 78'-10 (>x2) *DUE TO THE TRIANGULAR SLOPING FORM THE DEPTH IS MEASURED TO *DUE TO THE TRIANGULAR SLOPING FORM THE DEPTH IS MEASURED TO THE MIDPOINT OF THE ANGLED WALL THE MIDPOINT OF THE ANGLED WALL WEST ELEVATION NORTH ELEVATION TOTAL LENGTH: 378'-0" TOTAL LENGTH: 221'-3" STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (34'-38') STRUCTURAL OFFSET MIN DEPTH REQ'D: APPROX 10% (20'-24") MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (68'-76') MIN WIDTH OF OFFSET REQ'D: APPROX x2 DEPTH (40'-48') STRUCUTRAL OFFSET DEPTH PROV'D: 35-10" (-10%) STRUCUTRAL OFFSET DEPTH PROV'D: 219'-2" (99%) STRUCTURAL OFFSET WIDTH PROV'D: 147'-10" (>x2) STRUCTURAL OFFSET WIDTH PROV'D: 76'-7" (>x2) M r N STRUCTURAL MODULATION 1 " = 50'-0" project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ANALYSIS issued_ LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS sheet_ NORTH o LU1.03 EXTERIOR MATERIAL PALETTE GRAPHIC SCALE: 1 inch = 16 feet O BRICK O COLORED PANELS <�>MECHANICAL SCREEN WALL * ` w� �1 dw 4FIBER CEMENT SIDING 2s FIBER CEMENT SIDING - DARKER COLOR zc FIBER CEMENT PANELS O VINYL WINDOWS O SERVICE YARD GATE SCREEN sO STOREFRONT/ CURTAINWALL <�>CANOPY OVERALL NORTH ELEVATION Scale: 1/16" = 1'-0" ET OVERALL EAST ELEVATION Scale: 1/16" = 1'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 8979 REGISTERED ITECT KRISTOPHER J. STAMON I STATE OF WASHINGTON project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ELEVATIONS issued LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS 0 8' 16' ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved 32' 48' LU 1.04 EXTERIOR MATERIAL PALETTE GRAPHIC SCALE: 1 inch = 16 feet O BRICK O COLORED PANELS Os MECHANICAL SCREEN WALL 2a FIBER CEMENT SIDING 2s FIBER CEMENT SIDING -DARKER COLOR 2c FIBER CEMENT PANELS O VINYL WINDOWS 0- O SERVICE YARD GATE SCREEN O STOREFRONT / CURTAINWALL <�>CANOPY OVERALL SOUTH ELEVATION Scale: 1/16" = 1'-0" - - Apl;r- OVERALL WEST ELEVATION Scale: 1/16" = 1'-0" architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer— HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor — AHBL 8979 REGISTERED ITECT KRISTOPHER J. STAMON I STATE OF WASHINGTON project — OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 LAND USE ELEVATIONS issued LAND USE 26 MAR 21 revision LU RESUBMITTAL 16 AUG 21 drawn_ MR checked_ KS 0 8' 16' ORIGINAL SHEET IS 30" x 42" copyright 2021 all rights reserved 32' 48' LU1.05 u 0' Q rn u E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet List Table C0.00 COVER SHEET - C1.00 OVERALL DEMOLITION PLAN C2.00 OVERALL TESC PLAN C3.00 OVERALL GRADING PLAN - C3.20 SITE SECTIONS C3.21 SITE SECTIONS C4.00 OVERALL DRAINAGE PLAN C4.10 DRAINAGE DETAILS C4.20 STORM DETENTION PROFILES OLY14131ic VIEVV 18 SC1i()()L _ C5.00 OVERALL UTILITY PLAN C6.00 OVERALL PAVING PLAN FEDERAL WAY PUBLIC SCHOOLS CITY OF FEDERAL CONSTRUCTION SEQUENCE PROJECT NOTES CITY OF FEDERAL WAY GENERAL NOTES LEGAL DESCRIPTION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE 1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION PARCEL A: OWNER: FEDERAL WAY PUBLIC SCHOOLS HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING MEETING. THE EAST 520 FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHEAST 33330 8TH AVENUE SOUTH - REPRESENTATIVE. PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, FEDERAL WAY, WA 98003 DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY PURVEYOR, OWNER AND THE 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. (503) 477-2036 CONTACT: MIKE KWASKE 2. FLAG CLEARING LIMITS. ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH AVENUE 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, ENGINEER: JACOBSON CONSULTING ENGINEERS 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. OF CONSTRUCTION FOR WORK SHOWN ON THESE PLANS. FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, WASHINGTON. 255 S KING STREET, SUITE 800 _ STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE PARCEL B: SEATTLE, WA 98104 _ 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 2. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY THE EAST 520 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST (206) 426-2600 CONTACT: SASCHA EASTMAN _ GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE CITY OF FEDERAL WAY STANDARDS. ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, SASCHA@JACOBSONENGINEERS.COM 5. INSTALL OFFSITE CATCH BASIN PROTECTION. CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M. - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH AVENUE 6. CONSTRUCT SEDIMENT TRAP/POND. EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 5, . REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY PREVIOUS TO DEMOLITION OR ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, WASHINGTON. _ 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED PARCEL C: _ _ UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. THE EAST 520 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 4. CONTRACTOR SHALL MAINTAIN A 5 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN QUARTER OF THE NORTHWEST QUARTER OF SECTION 13, AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED, 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY TOWNSHIP 21 NORTH, RANGE 3 EAST OF THE W.M.; 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION CONTACT ENGINEER FOR APPROVAL AND RECORD EXACT MEASUREMENTS OF THE UTILITY LINES ON THE OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, EXCEPT THE NORTH 150 FEET THEREOF; FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. AS -BUILT DRAWINGS. A 10 FOOT MINIMUM HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN ETC.) ALSO EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 26TH - WATER MAIN AND SANITARY SEWER. AVENUE SOUTHWEST, BY INSTRUMENT RECORDED OCTOBER 10. INSTALL REMAINING UTILITIES AND BUILDING. 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE 5, 1966 UNDER RECORDING NO. 6111206, RECORDS OF KING COUNTY, WASHINGTON. . 5. SCHEDULE WITH CITY AND OWNER (96 HOURS MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS SCHOOL SITE). INSTALL CITY STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWING REPRESENTATIVE. AND GUTTERS. COMPLETION OF NEW WATER SYSTEM CONSTRUCTION, TESTING, AND ACCEPTANCE BY THE CITY, VERTICAL DATUM REMOVE TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE, LENGTH TO SUIT, WITH TWO LONG 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. PATTERN SLEEVES. INSTALLATION AND CONNECTION TO EXISTING WATER SYSTEM SHALL BE WITH 100% IN PROGRESS. NGVD 29 - CITY INSPECTION. FEDERAL WAY VERTICAL BENCHMARK FW103 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY MONUMENT IN CASE AT INTERSECTION OF SW 323RD STREET AND 32ND AVE SW 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON PUBLISHED ELEVATION 233.14 - 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE SATURDAYS. CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. BASIS OF BEARING DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE - APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE WORKS DIRECTOR. CITY OF FEDERAL WAY HORIZONTAL CONTROL CALL AT 811 AND ARRANGE FOR PUBLIC AND PRIVATE FIELD LOCATION OF EXISTING FACILITIES BEFORE HOLDING MONUMENT NUMBERS FW103 AND FW102. CONSTRUCTION. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. POINT NO.FW103 _ 7. SCHEDULE WITH CITY (48 HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND TO RETIRE AT THE INTERSECTION OF SW 323RD ST W/ METERS. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS 32ND AVE S - SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. POINT NO.FW102 AT THE INTERSECTION OF SW 320TH ST W/ Q ' 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 18TH AVE SW. 1 - 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE - EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE PROPERTY INFORMATION CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. PARCEL NUMBER: 1321039008 - 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND SITE ZONING: RS 7.2 COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE - TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF -COMPACTED PLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. EARTHWORK QUANTITIES - 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE - WITH WSDOT 2-06.3. EXCAVATION 6,410 CY FILL 3,793 CY . 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE NET EXCAV/FILL 2,617 CY _ PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE TOTAL EARTHWORK 10,203 CY RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. NOTE: 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED ' PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL - SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT - WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL . TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION - CONTROL, SHALL APPLY. PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. - 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST ' EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXISTING LAND COVER AREA (ACRES) IMPERVIOUS AREA 3.46 LANDSCAPE AREA 3.69 FORESTED AREA (UNDISTURBED) 2.27 TOTAL SITE 9.42 PROPOSED LAND COVER AREA (ACRES) IMPERVIOUS AREA 5.13 LANDSCAPE AREA 1.67 FORESTED AREA (UNDISTURBED) 2.38 TOTAL SITE 9.18 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE VICINITY MAP CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT _ EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS r: DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON."�t y r�tii l + paSh .�.int - - . �.- v * :71hn It Federal way Pohl tbrc o;rri' ', s fmvm st ! t......t►+r.: SITE - - Ica Ile q �� � � •►rhse :li M•/.w Iw1.UK T N „are filer Swcavvlc,FA r Y� Z It c sM ; + r M.W. t, r s � W, 11, - y. � `� s` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON CONSULTING ENGINEERS landscape architect_ WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ HARGIS ENGINEERS electrical engineer_ HARGIS ENGINEERS food service STAFFORD DESIGN GROUP hazardous materials PBS ENGINEERING surveyor_ AHBL 5/IG/20ZI project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST. FEDERAL WAY, WA 98023 Project No. 2016.000 COVER SHEET issued_ LAND USE 26 MAR 21 revision_ , i LU RESUBMITTAL 16 AUG 21 drawn_ DJD checked_ JAJ sheet_ CO.00 U Q m u E i —'FAROON7a3d a31VM LEGEND 0 Qf 0 U (N W o �Of LO.01 -w N d w w O w � Q V o U d - N Q Q - � v U Q �_ U) aQ m z0 K� ^,_ \ \ T`1 - CI U N Of 7 p SYMBOL DESCRIPTIONS/REMARKS 1 " TO 6" DBH TREES TO REMAIN — SEE TREE PROTECTION FENCING DETAIL THIS SHEET. !� � 1 " TO 6" DBH TREES TO BE REMOVED — SEE CIVIL DEMOLITION PLANS. > 6" TO 12" DBH TREES TO REMAIN — SEE TREE PROTECTION FENCING DETAIL THIS SHEET > 6" TO 12" DBH TREES TO BE REMOVED — SEE CIVIL DEMOLITION PLANS. 12" TO 18" DBH TREES TO REMAIN — SEE TREE PROTECTION FENCING DETAIL THIS SHEET 12» TO 18 " DBH TREES TO BE REMOVED — SEE CIVIL DEMOLITION PLANS. 18" TO 24" DBH TREES TO REMAIN — SEE TREE PROTECTION FENCING DETAIL THIS SHEET. 18" TO 24" DBH TREES TO BE REMOVED — SEE CIVIL DEMOLITION PLANS. > 24" DBH (:7� TREES TO REMAIN — SEE TREE PROTECTION FENCING DETAIL THIS SHEET. > 24" DBH TREES TO BE REMOVED — SEE CIVIL DEMOLITION PLANS. EXISTING EVERGREEN TREES 0 EXISTING DECIDUOUS TREES � ` ' / \ CRITICAL ROOT ZONE / � (NO DISTURBANCE) \ _ � /,// EXISTING DRIP LINE APPROX. 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FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL TREE / VEGETATION RETENTION PLAN issued_ LAND USE 26 MAR 21 . revision_ 1 LU RESUBMITTAL 16 AUG 21 drawn - KC checked_ AR sheet_ LO.00 U Q rn U E �I 0 REPLACEMENT TREE REQUIREMENTS 1. REPLACEMENT TREES SHALL CONSIST OF A MIX OF EVERGREEN AND DECIDUOUS TREES. 2. REPLACEMENT TREES SHALL BE SUITED TO THE CLIMATE CONDITIONS OF THE PACIFIC NORTHWEST. 3. REPLACEMENT TREE SIZES SHALL BE: EVERGREEN - 6 FT. HT. MIN. DECIDUOUS - 2 IN. CAL. MIN. 4. SMALL CANOPY SPECIES: MATURE CANOPY AREA < 450 S.F. 5. MEDIUM CANOPY SPECIES: MATURE CANOPY AREA 450 S.F. TO 1,250 S.F. 6. LARGE CANOPY SPECIES: MATURE CANOPY AREA > 1,250 S.F. 7. ONSITE TREES ARE PLANNED FOR REMOVAL, AS NOTED, IN ORDER TO BUILD THE NEW SCHOOL AND SURROUNDING IMPROVEMENTS. 8. TREES ADJACENT THE R.O.W. ARE PLANNED FOR REMOVAL, AS NOTED, IN ORDER TO BUILD THE CITY REQUIRED SIDEWALK, WHICH IMPACTS GRADING OF THE HILLSIDE. 9. TREE REMOVAL WILL OCCUR THE SUMMER OF 2020, APPROXIMATELY. 10. TREE REPLACEMENT PLANTING WILL OCCUR IN THE FALL OF 2023, APPROXIMATELY, PRIOR TO NEW SCHOOL OCCUPANCY. TREE RETENTION CALCULATIONS AS PER THE CITY OF FEDERAL WAY TREE DENSITY REQUIREMENT (FWMC 19.120.130- THE REQUIRED MINIMUM TREE DENSITY IS 25 TREE UNITS PER ACRE. PROJECT SITE: 9.18 ACRES (399,915 SF) PROJECT TREE UNITS REQUIRED (25 * 9.18): 229.5 PROJECT TREE UNITS PROVIDED (404.5 TREE UNITS TO REMAIN + 112 REPLACEMENT TREES W/117 TREE UNIT CREDIT): 521.5 Tree Density Requirement TREE UNITS/ACRE REQUIRED NUMBER OF ACRES TOTAL TREE UNITS REQUIRED TOTAL TREE UNITS PROVIDED 25 9.18 229.5 521.5 Tree Unit Credits EXISTING TREE CATEGORY NUMBER OF TREES RETAINED TREE UNIT CREDIT PER TREE TOTAL TREE UNIT CREDIT 1 " TO 6" DBH 2 1.0 2.0 > 6" TO 12" DBH 73 1.5 109.5 12" TO 18" DBH 62 2.0 124.0 18" TO 24" DBH 46 2.5 115.0 > 24" DBH 18 3.0 54.0 TOTAL TREE UNIT CREDIT 404.5 REPLACEMENT TREE NUMBER OF TREE UNIT CREDIT TOTAL TREE CATEGORY TREES REPLACED PER TREE UNIT CREDIT SMALL (SEE NOTE 4) 16 0.5 8 MEDIUM (SEE NOTE 5) 62 1.0 62 LARGE (SEE NOTE 6) 34 1.5 51 TOTAL TREE UNIT CREDIT 117 ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved I / ��� ��ss s +.''• t F I-s ss \ ss ss \\ SS ss \ ss I � ss ss � ss \ ss ss \ ss ss \ ss � ss ss� \ � \ � o \ S SbS S421 G�21 dSd 3d M,OI dl M1S„ e ��J yD y0 �' AS SVO SbO \ Sd0 SVD SVO SVO - �I /I /1 /I I �I ' / Ii / 'i /v 'Ivy v,-/I v 1�� --/ / v/I�` I� -' -' v-% ��%� ��� '�1� ' ` �'�1 `'�I '�1' / ,v vvI1' / / I/ �i v� v / / ' ''v� v� I� Iy 1 ` I�� / v' �/ �/ �/ - - / / ,vv v� vv� vv� v �/ �/ / �/ /Ivv/ vv 1 - - `- 1 d d d d — — I / �- / / / v / / - - \ - v / / / / fir- \ ' / d 1 r f — i — — �` / / / Av / �� \ \ k - \ - \ / / -f / / / \ ��♦1. 2925� �� C, v Z _� v / / / = / / / �� N / /. 2%" _'"�\ I`- /�__ — - _ -_ J '\//I 1'/'\i'i` i'/` 'i %- \ % \ % -\I' \ '/ \'/ 'r \ /I\�I� U / z / 29 T - _ \ = r / _ = - /\ \ma y\/ / / /I /I' /I ' / / ,I / '% `'� / /_ (n / . / '� / ;2- `a' 4 / _ - \ \� _ _ \� 2918 = - _ / 2� /\ \ \ ' /\ \ \ \ \ \ \ \ \ � % / I r _ / 29� -- - _ _ - / __ —_ ' ' ' /y '/v Ivv i �-i vv z '-v - v_ - v_ �� v v / - / � _� �/ 2938 = / ???? - - - 2 7' 87 � / , \ \ '_ \ 2 \� / ` �y. ` _ ' / ( _ N 2 14 2929 2926 g - �/ ` - - - - _ s � r 2996 - Q coo _ � - - It, _ - _ - - _ ;- ; N o �[-. -os 29 8 > �978 -- _ _ _ - -_ 2 r�291 2914 292�- N`- -0 - - - - / ' 288 i1 -\ - - - - - - / 29 9 \ d- � 279 2 2951 / / - - _ / �29 y6- _ _- _ 00 - _ -� - 2 8 / � - � I''� i''\ I '\ \%' 2884 �/ 30 0 N _ 9�2 - / 29 - 0 9 - � ' 2F _ - , \ � 5C " '' .. �:: . -..' 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// \ I'\ / 5082 5084 - _-_- / / /\\' ,1\\ \ \ / _/ I J\L \_'\-''\- - - \'/I \ 1\/,I\ \'/I `'/I \/,1'\/,I'\/ 1'\/ I'\\i \II \\I r\\ r\\' \I/\II/\` /\\�/`� /\"- %- -%\ \- _ =\ -\ / \ — \I/\\'/\\'/\\'/\\'/\\'/ \ - \-- \-- � /I--/11_/I--/1 \ \,I \ \ \ \ \ \ I \ \ I \ \ I - \ - - -// \ \ \ �i -.\ / /' ,\\ \\ - \- 5088 - / / / / / \/i \/,1 \/, \/ \/ 1 \/ 1 , / / / /\ /\ ,, \\ \\ \\ \,I\ I\ I\\ I\ /1\ I \\ \\, '/ \\ I\- _- , \ \- - ` \_'-I \',I \_ \/ I \/ , ' / '/ /\\-/\\ \\ \\ \\- \\ / -/ -\ - - „ �I \/ I \/ I \1 \I \ \�I\ /I\\ f / _ _ _ _ II/\I \1 I\ ,I\\,I - I\\ I\ \ I\ I\ I\ I\ I\\ I\ \ - - ' \\' 1 //1\ //I �— / \' \'- \'i \�//I \ /' \ ��— \\ _ 5083 / / \I I/ \ ,\ /,I\ '/ 1 \ /,I\ / I; \\ r,l\ //I \ / / 1' /,' \;; /\ /\\;,I/\\IIr\\Il \Il \II \I I \ \,/ \/ \ - - _ - \ \\ ;- \ ; \ \ � /\\ I I\ 1\ I\ I\ I\ I\ I\ I\ I \ 1 \ 1 \ I \ � _ / \\ � ' \ /%I\ - _ - \\-,- � - 1 '/ 1 `' %\\'%1\\' \`' 1\`\' 1 ' \'\ '\ / 1 '\ / 1 '\ ' \/ ' r ' 1 ' `'/ /// / /1�- \ /�I ' 1'\_' I'\\//I \\//I/'\//II' ,1 �\/,11 -,;\\I i\Ili\-- \"i\\' �";�"/�_- \_'�__/�'_/ \ , \ ,I\\,1\ I\ I\ I\ I\\ \ I / / / / \` I \\ _ \\ \1 I \ - - - : - - / / / / ' / , / \ I \ - I \ \ \ - - \' - \' - \'/1 \- / \\/ �I \\' /1 \\' /1 /\\'/ 1 \ ', '\\/, '\ / '\\/ \ _ \ \ \\ \ '/\% /\i 1 / // \ // I 'I \ i,/ \ - \ i/ / - I� \-W/,I'\\/,I "\\/ I'\\/ I'\\/ / \I / \I I/ \\I/ \\'� \\'I , \\' \\ \\-/\ / / /I /1 /1� /I� - I \ \ I \ \ I \ \,1 \ ,I \ \ \ - ' - - /\\ / \ \ I - \ I/ \ 1/ \ I/\ /\ /' I/\ 2� /' ;- ,'\ \\/ \\ \\/ \\ - \ /\\ I - \ - - - \ - _ - _ � - � � / // \ // \ // 1 \ /, \ // \ / 1'\ / /\ / /\ / 1 / \/ 1 / \ \ \\ \ / \\ / \\', \"'\"'\ ''\\'' '1 / I' i- i- i- \ ;- \ ;-o\ ; \ ;- - \ \ 9 \� \ \ \ \ l / I' / I J - y1 \\,I \ I \\ I \\ I \\ \ I-' - - - \- - - \- \- - ' ' \'i1 \'/I \//1 \/,I \/,1 \/ / 1'\/ I' / I'\I I'\ \ -% /1 ' /1'\/1 /\/ '\ /\ /` I'/` I' ` I'/\ '/\ '/ // \ / /- /-\ /-\ %- - % \ ' - \\ ' \ / \-/ \-' \-/I /1 /I \ ,1 \ \ I \ \ 1 \ \ I \ \ I \ \ I \ \ I \ I \ - I'- I \ - -'\ I \ - - - - \ - ' \ \\/ \\ \\/ \\ \\ / \ / \\ / \\ / \\ / \\ / \\ / \\ \ / 1 ' / ' / / ' / \ \\ / / / \ \ / � / / / \ \ \ \ \ / / / / / �/ / \\ \\ \\ 5091 I I ) ,I \ \ I ' 1\! 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Q . r �0 U �2�SC38 EXP.617p -1\�� '�f'E ARG project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 TREE / VEG ETATI O N RETENTION PLAN ENLARGEMENT issued - LAND USE 26 MAR 21 . revision_ 1 LU RESUBMITTAL 16 AUG 21 drawn - KC checked_ AR M sheet_ _ L0.01 REPLACEMENT TREES DECIDUOUS TREES BOTANICAL / COMMON NAME SIZE CANOPY ACER GRISEUM MIN. 2.5" CAL., 10`-12` HT. 15'-25' SPREAD PAPERBARK MAPLE ACER TRUNCATUM X PLATANOIDES `WARRENRED` MIN. 2.5" CAL., 14`-16` MIN. HT. 30'-50' SPREAD PACIFIC SUNSET MAPLE ACER X FREEMANII `AUTUMN BLAZE` MIN. 2.5" CAL., 14'-16` MIN. HT. 30'-40' SPREAD AUTUMN BLAZE FREEMAN MAPLE CERCIDIPHYLLUM JAPONICUM MIN. 2" CAL., 10`-12` MIN. HT. 25'-60' SPREAD KATSURA TREE MAGNOLIA KOBUS MIN. 2.5" CAL., 10'-12` HT. 25'-35' SPREAD KOBUS MAGNOLIA EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CANOPY PINUS CONTORTA MIN. 8`-10` HT. 10-30' SPREAD SHORE PINE THUJA PLICATA `EXCELSA` MIN. 8`-10' HT. 15'-20' SPREAD WESTERN RED CEDAR THUJA PLICATA `HOGAN` MIN. 8'-10` HT. 8'-20' SPREAD HOGAN CEDAR SMALL ACCENT TREES BOTANICAL / COMMON NAME SIZE CANOPY ACER CIRCINATUM (MULTI -STEM) (3) 1" CAL. TRUNKS, MIN. 8`-10` HT 15' SPREAD AMELANCHIER ALNIFOLIA (3) 1" CAL. TRUNKS, MIN. 8'-10' HT. 15-25' SPREAD SERVICEBERRY AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` (3) 1" CAL. TRUNKS, MIN. 8'-10` HT 15'-25' SPREAD `AUTUMN BRILLIANCE` SERVICEBERRY • CORNUS FLORIDA 'EDDIE'S WHITE WONDER' MIN. 2" CAL., 10`-12` HT. 12'-15' SPREAD FLOWERING DOGWOOD MALUS X DOMESTICA `FUJI` MIN. 1" CAL., 6`-8` MIN. HT. 12'-15' SPREAD + FUJI APPLE MALUS X DOMESTICA `GALA` DWARF MIN. 1" CAL., 6`-8` MIN. HT. 12'-15' SPREAD DWARF GALA APPLE STEWARTIA PSEUDOCAMELLIA MIN. 2" CAL., 10`-12` MIN. HT. 15-30' SPREAD JAPANESE STEWARTIA NEW VEGETATED AREA, REFER TO PLANTING PLANS L2.0-L2.3 ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved i V / O I- _�_ D /Y C - - - - - \' ` - ^�' ! \� r I\ \ ' /,� \\i,! 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OOc;.;� 0000e� , , SCALE: 1 "=30'-0" Z 0' 15' 30' 60' 120' 0 Z (N N I 0 U WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST 206-322-1732 RCHITECTURE SEATTLE WA 98112 WWW.WDGINC.COM Ull / Is / architect MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON ENGINEERING landscape a r c h i t e c t— WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer — HARGIS ENGINEERS electrical engineer — HARGIS ENGINEERS food service_ STAFFORD DESIGN GROUP hazardous materials_ PBS ENGINEERING surveyor — AHBL NOT FOR CONSTRUCTION F WAS Q V U 1?9 ��\�� 61 EXP.6l?-, 'APE ARG project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 OVERALL PLANTING PLAN issued LAND USE 26 MAR 21 revision 1 LU RESUBMITTAL 16 AUG 21 drawn — KC checked_ AR sheet_ L2.00 100 LANDSCAPE PLANTING ITAKETREE WTW DEt 2"0 I.GJGEPOLE PIXE OWFiED' TREE STAKES (8'-�" �ENUTK) LoOrl EACe nE l;RC UNC HA f TREE LOOStLY TO PRG'PD� 1" 5i_ACK FOR TRUNK QRQWTH--`w_ "GHMNLOCK- 0R ;' -PAL fREE rsE U4TERIAL (1" SdZE) NAIi OR 2'••6' LAIN STAPLF TREE .TIE MATERIAL TO S7AYE 'fo HoLo v`q'wALLY. LOOP £ACK TIE r�ROUND IAALF 7EF LGGSFLY T�) PROVIDE S" SLACK 'UR TRUNK MLII." i DEPTH (TAP;: -.RFD A.T TRU":K) MULCH TREE PiT MIN 5'-0' Ii NOTH x FULL PI.ANTI qQ STRIP w;DT.1 DerwEEN cuRe ANa SIDEWALK. (FOR PlAkTIN1 STRIPS LESS TciAN' 6'-0" W€UQ; GIR FROMOE 5'-0"614 MLLOH RING FOS' PLATTING STRIPS YV5DER THAN SIbEwA - AT SIDEWALK. ROU81HEN SOES 4F PLAN'r[NG HOLE gAYkUIZF--XQAVATFD AREA WirN ur UNDERMINING AD AGENT PAVING/CURB. Rgq', ARRIE+R- P;X,ti AT GF PAVE,MEW/SIDE4wALK/ETC.; l PLACE PRIOR TO PLACEMENT �C OF NEW SIDEWALK. OR C;;RB f 70 PREVENT IJHDEft4NIN0, f SEE Sro SPEC SEC rSOiT 7 A i ■ _ _ ��1-�VVWI�����^�WL Div :�����l���V/�uv 1������ii♦ V��i� I �_, ►--- - �- —_ � M41.1 — six f ii o P +�Is� I I litl� �� li v � t» c�� ��1M''w W ���%�' f� - Its' WAS ALLOW 90CM FOR. GROWTH (';I- SLAC�X) �.-_� '�� ►: �71Isw.vv�sr��l�s... •l—= —�.� �r� ��� ..ate �w►�s,±w�lr �►L��,�► 1��� rA1I�l w�lw�Iiw1�1 rCw �04 �I�w�A���wlw �� Lww furl + �i�`� ;��_ = - ;.� .��;,�.�,r�� : �i-� � _ �' _ _ � i��/"`�fi-% '" � C�1111 ir► !�i � , l" r TT-_�� T/�7��-w.� ��.--r Wr \Iv ��...1��:�!►dRv�u�'rSev►���uIAGa©� `�'�►'.°.ti..t Lr.7' %— wlW W1�►�v^I.41Q�u1©.©�F►i_iuWl"►vw�Cl©©1"►r.WW�����1.^.r6i�^.ir.W�ii?�ui�uu�i�— ''� _ — C��I�i O'Pvvvvado4•'+— 4vvvVoO 4 } •r .�._. — r ► e ��_ _ =�'.7r�-- e►. V�Ovdd od0000�'v0000'v'v'vv�0ov`v'�i'v�i6vvTvv�+i>f Z l�l'Z'Z' l' 6'l0 � � � —ram —ln�•�'■ - w � �� �i . II' _ � ii► .i� i-`: �/^i ,� -mod ..'� � '� d-ZI ��j �\� WNW- - � .. _ � �� •� �` i��;�1�sR>'�''O.�o' 2��.- . rl � < < �� O OA4�.0�0 O_0,1i_�.• � •.. •..•. •. •. •. •..••.;;•:�►:•:�►: 2" TG 2s2z' CAifPEk UNLESS or"EpwisE spECInn SET TOP OF ROOT CROWN 2' ABQVE ADJACERT CURB i. SIDEWALK GFAOE. 3" TO 4" 1410 -1 WAT�RIN, RING (SEE NOTE 2) i 14" ROOIBARRIER AT CURB WHEN SHOWN GhJ fHE 1) AWINGS. { rl�Ef PIT DEPTH = _ ' RooTaM - DEPT1•i _ { (MEASVPE BZ ORE `ti DIGGING TO. AVO:b OVERFXCAVfirION). DMVE STAKES n" TO 1 � 1'-0' INTO "NQNTURBF.D SOIL f aELOW FROOT&LL. H-02_' B)K JR. AS. � .�--------------- APPROVER' BF ENGINEER. REMOVF. Af.L %FE, VrN WIDTH OF TREE PIT - 2 TIMES ROOTBALL DIAMETER ;SKIVE STmE AT ROJTEiALI. AND OT;,ER NON -BURLAP OR "-.,'-0'. W3ACNLVER ?G Gr�aTER EDGE (TYP)(97E NOTE 1) MATER`sAl_: AND. REMOVE w...w..w--- w ;i41rr;AP FRQM TQP % QF 9OOf6ALL M+'vlHiUhk. RFMDVE Uiv l5iURBEb Si:S 8RAbE ENTIRFL'f WW4EN DIRECTED MULCH AREA TD 3E CLEAR OF GRASS, WEEDS, ETC_ TO (PROVIDES- FrRni BA3£ SO sY rHL @ EGIN£fR. REIDUCF COMPET47ID:, WITH TREE ROOTS Ti4AT ROOTgALL WIl.t. #tipT SIN K. REF STE) SPEC SEC 9-02 DECIDUOUS TREE PLANTING City of Seattle NOT To sr -ALE IN PLANTING STRIP 2020 F-dl#lon City of Seatile Standard Plans f6r Municipal Construdon STREET TREE PLANTING Scale: NTS GENERAL LANDSCAPE NOTES 1. A TOTAL OF 8 IN. DEPTH OF SPECIFIED WEED —FREE TOPSOIL RICH IN ORGANIC MATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPE AREAS. 2. A TOTAL OF 3 IN. DEPTH OF SPECIFIED WEED —FREE MULCH SHALL BE INSTALLED IN ALL NEW TREE, SHRUB AND GROUNDCOVER AREAS. 3. WHEREVER LANDSCAPE IS PROPOSED OVER COMPACTED AREAS DUE TO PREVIOUSLY PAVED, BUILDINGS, CONSTRUCTION TRAFFIC, STAGING AREAS, OR AREAS OTHERWISE DETRIMENTAL TO PLANT ESTABLISHMENT, THE CONTRACTOR SHALL COMPLETELY REMOVE ALL REMNANTS OF PAVING, CRUSHED ROCK, QUARRY SPALLS, CONTAMINANTS, OR OTHER NON—NATIVE MATERIAL. SOIL IN THESE AREAS SHALL BE LOOSENED USING MECHANICAL MEANS TO A MINIMUM DEPTH OF 12" BELOW SUBGRADE PER SPECIFICATION SECTION 32 9000 3.2.A. AND 3.3.A. 4. SOIL IN PARKING LOT LANDSCAPED AREAS SHALL BE NON —COMPACTED TO A DEPTH OF 18" PRIOR TO PLANTING SHRUBS, TREES, OR GROUNDCOVERS PER FWRC 19.125.040(26). 5. ALL NEW PLANTING AREAS, INCLUDING LAWN AREAS, SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH FULL COVERAGE. 6. BUILDING WALL AREA LANDSCAPING AS REQUIRED PER FWRC 19.125.040 (22). 7. MINIMUM 25% DROUGHT TOLERANT LANDSCAPING PROVIDED PER FWRC 19.125.040(6). PARKING LOT LANDSCAPE REQUIREMENTS: 1. PERIMETER PARKING LOT LANDSCAPE: 10' WIDE, TYPE III 2. INTERIOR LOT LANDSCAPING: 22 SF PER PARKING STALL. 3. ONE TREE PER PARKING LOT LANDSCAPE ISLAND (UP TO 150 SF), TWO TREES PER ISLAND (OVER 150 SF). PARKING LOT LANDSCAPE CALCULATIONS: 1. PERIMETER PARKING LOT, 10' OF TYPE III LANDSCAPE EAST PARKING LOT: AREA REQUIRED — 352 LF X 10 = 3,520 SF AREA PROVIDED — UNDULATING BETWEEN 6' AND 19' = 5,262 SF 2. PERIMETER PARKING LOT, 10' OF TYPE III LANDSCAPE SOUTH PARKING LOT: AREA REQUIRED — 288 LF X 10 = 2,880 SF AREA PROVIDED — 3739 SF 3. 62 TOTAL PROPOSED PARKING STALLS: A. INTERIOR/PARKING LOT ISLAND, TYPE IV LANDSCAPE STAFF LOT: AREA REQUIRED — 22SF X 20 = 440 SF AREA PROVIDED — 535 SF B. INTERIOR/PARKING LOT ISLAND, TYPE IV LANDSCAPE PARENT LOT: AREA REQUIRED — 22SF X 43 = 946 SF AREA PROVIDED — 2962 SF DROUGHT TOLERANT LANDSCAPE CALCULATIONS: DROUGHT TOLERANT AREAS: 20,165 SF ACCENT SHRUB AREAS: 6,300 SF RAINGARDEN AREAS: 2,640 SF ON —SITE LAWN AREAS: 49,480 SF (NOT INCL. PLAYFIELD) TOTAL LANDSCAPING AREA: 78,585 SF ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON ENGINEERING landscape architect — WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer — HARGIS ENGINEERS electrical engineer — HARGIS ENGINEERS food service_ STAFFORD DESIGN GROUP hazardous materials_ PBS ENGINEERING surveyor — AHBL NOT FOR CONSTRUCTION of w A sN `NMI RAsM �sZ co Q Z �2'0-10 ti� U SC38 EXP.61Z6\��\�� E ARG project_ OLYMPIC VIEW K-8 SCHOOL client FEDERAL WAY PUBLIC SCHOOLS location 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 PLANTING PLAN ENLARGEMENT issued LAND USE 26 MAR 21 revision_ 1 LU RESUBMITTAL 16 AUG 21 drawn — KC checked_ AR sheet_ L2. 01 NOTES: BROADLEAF TREE 1. ALSO SEE GENERAL PLANTING NOTES, THIS SHEET. 2. PRUNE TREES ONLY AS DIRECTED. ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO II RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON MAINTAIN OR CREATE THE TRUNK AS POSSIBLE. A TERMINAL BUD ON II FASTEN TO STAKES WITH 1" A CENTRAL LEADER LENGTH ROOFING NAIL. REMOVE OR CUT BACK IF REQUIRED, PROVIDE UP TO CODOMINANT AND (3) 3" DIAMETER LODGEPOLE '= POTENTIALLY V ° PINE STAKES. DRIVE INTO CODOMINANT LEADERS II SUBGRADE AVOIDING DAMAGE REMOVE CROSSOVER II TO TRUNK OR ROOTBALL. TOPS o BRANCHES BE 5'-0" ABOVE III FOINISHAKES GRADEO THIN TIGHTLY SPACED w BRANCHES TRUNK FLARE MUST BE VISIBLE, w SET CROWN OF ROOTBALL 1" J ABOVE FINISH GRADE w w ELIMINATE LOWER cn SPECIFIED MULCH (PROVIDE 6 CROWN BRANCHES TO = — DIAMETER MULCH RINGS IN SPECIFIED CLEAR LAWN AREAS) TRUNK DIMENSION o CREATE 3" HIGH SOIL SAUCER LO AROUND EDGE OF ROOT PACKAGE FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE BURLAP AND TWINE ROOTBALL TO BE OFF TOP 1 /3 OF ROOTBALL APPROPRIATELY _ SIZED IN RELATION AT A MINIMUM. CUT AND TO CROWN OF TREE FOLD DOWN TOP HALF OF ANY WIRE BASKETS AMENDED SUB SOILS — - BREAK UP SIDES AND BOTTOM SPECIFIED FERTILIZER MIN. TWICE e. OF PLANTING HOLE TABLETS IF REQUIRED ROOTBALL DIA. COMPACT SOIL BENEATH ROOT BY SOILS TEST PACKAGE TO ELIMINATE SETTLEMENT OR SHIFTING DECIDUOUS TREE PLANTING c� w ry O z w CD w J w w U) 0 w ry O w 0 z w CD w J w w CONIFEROUS TREE PLANTING r\VVID/ALL JI/AIVICICr\ SHRUB /GROUNDCOVER PLANTING NOTES: 1. ALL GROUNDCOVER TO BE PLANTED AT =SPACING (TRIANGULAR) PER O.C. SPACING ON PLANS GROUNDCOVER TYP. '\-- BACK OF CURB OR BED LINE GROUNDCOVER PLANTING ORIGINAL SHEET IS 30" x 42" copyright 2020 all rights reserved Scale: 3/8"= V-0" CONIFEROUS TREE ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON THE TRUNK AS POSSIBLE. FASTEN TO STAKES WITH 1" LENGTH ROOFING NAIL. (3) 2" ROUND LODGEPOLE PINE TREE STAKES INTO SUBGRADE (MIN. 8' LENGTH) SPECIFIED MULCH (3' DIAMETER MULCH RINGS IN LAWN AREAS) FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE BURLAP OFF TOP 1 /3 OF ROOTBALL SPECIFIED PLANTING BACKFILL UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL BREAK UP SIDES AND BOTTOM OF TREE PIT Scale: 3/8"=V-0" PLANT SHRUBS AT SAME GRADE AS NURSERY REMOVE BURLAP OFF TOP 1 /3 OF ROOTBALL FINISH GRADE SPECIFIED MULCH SPECIFIED IMPORT TOPSOIL B&B OR CONTAINER AS SPECIFIED SPECIFIED PLANTING BACKFILL UNDISTURBED NATIVE SOIL OR COMPACTED PLANTING BACKFILL Scale: 1 1 /2"=l'-0" Scale: NTS CIA f _ 1■d ��-...1CI �/-fT�AI IN iP_ir �l���/ i-I-/��- �." 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C I�> -C� _v l�`` ON ERNIE .C'�,�`�,, Ida �� �e:���j � �' �11►�111 ; ma w k*,,....� �i iirirdir�pairlir �ssi>ri�iririek �`ar:r8r:ir:��3ir ` �.� ►1 �:` � r '���\ \ . �� ;, I�__,-� Fes- � ,o,�J,O��• 11 � I � I �►� •iE3t a �.���u'�"``=`716. , �+ L'--------- t 1 �'ON �! >•in I 1 •� �� 1 r� �L•I �" I .�J � Inn : : : : : Inn � � � _ � _ �' �►�` � Ice � •�����El �� I_�I -. �M I architect_ MCGRANAHAN ARCHITECTS civil engineer_ JACOBSON ENGINEERING Iandsca p a arc hitect - WEISMAN DESIGN GROUP structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer - HARGIS ENGINEERS electrical engineer - HARGIS ENGINEERS food service_ STAFFORD DESIGN GROUP hazardous materials_ PBS ENGINEERING surveyor- AHBL NOT FOR CONSTRUCTION �F W A SN `N J RAsM tea■ �s�"2 V� � Q Z ■ ■ ■ 10 U 179 EXP.6lZ6\��\�� '1/'E ARG project_ OLYMPIC VIEW K-8 SCHOOL client_ FEDERAL WAY PUBLIC SCHOOLS location_ 2626 SW 327th ST, FEDERAL WAY, WA 98023 Project No. 2016.000 PLANTING PLAN ENLARGEMENT issued - LAND USE 26 MAR 21 revision_ 1 LU RESUBMITTAL 16 AUG 21 drawn - KC checked_ AR sheet_ L2.02