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2010-09-30 HEX# 10-007 Exhibit E1, 1, - OFF OF COURTYARD, A- 320 5.F. ENTRY ADDITION W1 CANCf=Y 10, D D D D D D D DdD D EXISTING CHURCH BUILDIN(3 k ---000 5,F, STORAr-:;E AND 5f=RIN<LF RISF-F, ROOM ADDITION LOCATE NEW ------- 30' Llr-:zHT STANDARD f=E R FEDERAL WAY fit TYFE W STANDARD5 1 (3) LOCAITON5 TY 77, i2 J1 U �42.Li' T v B R 0 W E L E I T P E T E R S 0 N HAMMER Ai A RCH 1 -1 FC-T S 11-1 AW NUF W! l9624,A 70 1. IYNNWOOD, WASHINGFON 980:16 PHONE (425} 774-4701 FAX (425) 776-5177 13PHARCH.CoM Remodel for 515 S. 312th St. Federal Way, WA 98003 No./Dote RTv7tston By ro 14/10 Date D PQ FEL (C J J I 3Drawn By 0F y �- J J 'A -v 1 -1 ". i 1- .11---: Checked By 35� L. NOM&'OVS )�5-­ +\ I ` —11 1 0716 T77777 4 I Project Number q —J- 711 071a= A1.1 61=Z>WG I/ EXPRPT File Number % 4,10 &TH J PARTIAL SITE PLAN ..... ..... 10a.47 i�JJ �,J T Sheet Title T T T 914 11 25.0 z Q ¢ �� ,��� L A i 3'�,2 i Al 02 FFf. R ES BMI SITE ffLAN AUG 2 3 2010 10 20'-0" NORTH CITY OF FEDERAL WA JM Sheet Number BUILDING DEPT, CEMENT BOARD SIDING TO MATCH F-XISTING EXISTING CHURCH 15EYOND — CLASS 'A' ARCHITECTURAL GRApE COMP SHINGLE ROOFING MATCH EXISTING 123'-10' (445,101) -S-UPPFER LF-VF-L — 9"H .CMU VENEER 9 eASF-; SPLIT FACE, MATCH EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW ENTRY CANOPY NEW STORAGE 100'- 0' (421.951) LOWER LF-V;:l VATION 9 CANOPY AND STORAGE CLASS 'A' ARCHITECTURAL GRADE COMP SHINGLE ROOFING MATCH EXISTING CEMENT IBOARE) SIDING TO MATCH ---- EXISTING FAST E 1/61f = 11-0if B R 0 W E L E I T PETERS ON HAMMER,A ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for a n i f r C h 515 S. 312th St. Federal Way, WA 98003 NEW ENTRY CANOPY EXISTING BUILDING L2 Lf fj"r J.-rr T J 432:w- MAIN LE ATION C ANOFY ANQ 5TO VEL .1.2 -X I., I -11 r ... ------ No. Date Revision By J L ------ 614/14 S"H GM L VENEER 0 5ASrz; SPLIT Date FACE, N ATCH EXISTING NEW STORAGE EXISTING BUILDING RAGE SN Drawn By 5H Checked By 0716 Project Number 0715CD A410WG File Number EXTERIOR ELFEVATfON5 67 EX, PAGE .0, Sheet Title L U Sheet Number . POOP- _.. w SE z c 0 PROPOSED SEWER MANHO LE PROPOSED CATCH BASIN r > 6TH AVENUE SOUTH I � �$ j STROM $Q :PROPOSED LINE s — ( GRAPHIC SCALE: 0 iD 20 40 Client: ST. LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job'No 209555.40 Issue Set & Date: LAND USE SUBMITTAL FEBRUARY 12, 2010 CERTIFlCATE NO. 561 NOTICE All"A M IF MS MOT 9WL wVNMATE TIE FRO MOli L Wi /M SMXIUFH: 7J�IC16 n OF OoWVmw rails N IL M-0a,Vi01T IS f� t ff KY m nit TPACINv WO0AqW Ni NOT2Xx T =TM TO THAT PMECT OR FOR ANY 01HR PMT. A Revisions: Sheet Title: PLANTING Designed byo Drawn by: Checked bv+ DEW DEW RH Sheet No. L I 1 of 4 Sheets �420, WLB is 445, WL 0---v s" IL \s, A4_ 7 T Ir —117-1 A A—, it cY ;t_JL1 z z ot4 A lf�jl, A, s, 1 37 41; A A Z -4 _7 J,:/, �A ti 'eA q, A— > 7 ly, 'IV A' L X A s,4k j if /"ry A A —/ A > A� Is —if > LU At tu B U) s, 1 ,827 f 7:1k_/ty- lu z j + A -r,j 11 _)d At A, A.•At, A- 4- A I xf- tP_ f r --A 41 3E I ZI - ie U/;. 7� - < L-3=fi ,A jr 1) AI.X r ­4 -'I H --il-Til TlY' I it At 7­�� 1, 7- �,Ar qT4 "7, A 00 4 C0 w 0 D.- C Ir in 'U 1. 00 4� G 7 7 > > Z, Iz' _j .4- _V 0 2, -,-7-,-- ` -7 77 7777777 777777._�_77 77 . .... 3� Gj > Z'U < II;L 0 DOS HfIN2AV H19,1 V) N — NOO 0 m z 0 K PLANT SCHEDULE COMMON CAL SIZE REMARKS TREES CODE CITY BOTANICAL T 1 2 MATCH EXISTING SPECIE TYPE B&B 2" CAL 30, T2 2 ACER CIRCINATUM 'PACIFIC FIRE' VINE MAPLE B&B 7-8' MIN T3 10 ACER RUBRUM 'FRANKSkED' TM RED SUNSET MAPLE B&B, FULL 2" CA T4 3 PRUNUS X YEDOENSIS 'AKEBONO' FLOWERING CHERRY B&B 2" CAL 12' Tr, 11 TI-4HJA PLICATA 'HOGAN' HOGAN CEDAR B&B 6' MIN. CODE QTY BOTANICAL COMMON CONT REMARKS SIZE S1 25 ABELIA X GRANDIFLORA GLOSSY ABELIA 2 GAL 18" MIN i 0 S2 14 ELIONYMUS ALATUS 'COMPACTUS' COMPACT BURNING BUSH 2 GAL 18- MIN S3 18 NANDINA DOMESTICA 'MOON BAY' TM HEAVENLY BAMBOO 2 GAL 18" MIN S4 53 RHODODENDRON YAKUSIMANUM 'KEN JANEK' PINK YAKU RHODODENDRON CONT 24-30" ML GROUND COVERS CODE (STY BOTANICAL COMMON CONT REMARKS G1 71 GAULTHERIA SHALLON SALAL 1 GAL 31 O.C. G2 95 LIRIOPE SPICATA CREEPING LILY TURF I GAL 181, D.C. G3 464 MAHONIA NERVOSA OREGON GRAPE 1 GAL @ 24" OC 24"O.C. BM 10,827 SF GRASS BIOFILTRATION MIX SEED SEE SPEC LM 5,236 SF GRASS LAWN MIX N/A SEE SPEC GENERAL LANDSCAPE NOTES 1, SUBMIT TO LANDSCAPE ARCHITECT (L.A.), WITHIN 2 WEEKS OF CONTRACT AWARD, CONFIRMED PROCUREMENT ORDERS FOR 'ALL PLANT MATERIAL. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF THE GROWER. Civil Engineers —4, Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267.2425 TEL Project Title: COMMUNITY OF CHRIST ST. LUKE'$ ADDITION FEDERAL WAY, WASHINGTON Client: ST. LUKE'S LUTHERAN CHURCH 516 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON 209555.40 Issue Set & Date: LAND USE SUBMITTAL FEBRUARY 12. 2010 Olaf= wr 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. IF A IMMEDIATELY' 7AI A D I SCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION 3. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY.STOCK, LATEST EDITION. PROVIDE HEALTHY WELL—BALANCED PLANT MATERIALS AS SPECIFIED. CONTACT L.A. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON —SITE INSPECTION. PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A. ALL PLANT MATERIAL SHALL BE PLACED IN ON ISOLATED LOCATION ON THE PROJECT SITE AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PLANTS. PLANTS SHALL BE;:ORGANIZED-IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. 4. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMINGLOCATION OF ALL UTILITIES. CALL FOR UTILITY LOCATE PRIOR TOEXCAVATION (800.424.5555). CONSULT WITH GENERAL. CONTRACTOR PRIOR TO EXCAVATION. 6. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL: PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. 7. OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR,SEEDING, 8. CONTRACTOR SHALL IMPORT MINIMUM 6 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL PLANTING -BED AREAS. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANTITIES NEEDED, 9. CONTRACTOR SHALL IMPORT A MINIMUM 4 INCH DEPTH OF TOPSOIL FOR ALL SEDDED AREAS. 10. REFER TO SHEET L4 FOR PLANTING DETAILS. 11. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PROVIDE COMPLETE UNIFORM COVERAGE TO ALL NEW PLANTINGS. REFER TO SHEETS L3. 12. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. 13, CONTRACTOR SHALL MAINTAIN THE SITE FOR 60 DAYSAS DESCR I BED IN SPECIFICATIONS AFTER FINAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE, A A A DAME L E. Vyd,, CERTIFICATI07 NO. 561 NOTICE ALIEUXTO IT 1115 11=111011 SIM MAMIE THE pfiawwk sell. AM swum RUIUMITM OF raMUSE 041t MO If IL M DDMWIT IS FM USE MY FOR DU PRUa WfM 111 M M RM MD Is NOT TO K 1w FM MPA ram OR AWIM M TMT ROJECT OR FOR AM OM PMEcL OWNERS REPRESENTATIVE. A 14. CONTRACTOR SHALL WARRANTEE THE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. Revisions: Sheet Title; PLANTING EX, LAN CG PAC E Designed by: Drawn by: Checked by: tz DEW DEW RH Sheet No. GRAPHIC SCAiE 0 10 20 40 1" 20 FEE I T L2 2 of 4 Sheets � r SYMBOL. MANUFACTURER/MODEL/DESCRIPTION PSI {}0 HUNTER MP1000 W/ MPR40-04-CV 30 TURF ROTATOR, 4" POP-UP WITH CHECK VALVE, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC, ON MPR40 4" POP-UP BODY. HUNTER MP2000 W/ MPR40-04-CV 30 TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC, ON MPR40 4" POP-UP BODY. HUNTER MP STRIP W/ MPR40-04-CV 30 L� R� TURF ROTATOR, 4 POP-UP WITH FACTORY INSTALLED CHECK VALVE, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP, ON MPR40 4" POP-UP BODY. SYMBOL M6NUFACTUSER/MODEL/DESCRIPTION ® HUNTER PGV-10OA-AS ELECTRIC REMOTE CONTROL VALVE, 1" PLASTIC ANGLE VALVE, ACCU-SET PRESSURE REGULATOR; IRRIGATION LATERAL LINE: PVC SCHEDULE 40 -- — -- --- IRRIGATION MAINLINE: PVC SCHEDULE 40 - - _ - — — — — PIPE SLEEVE: PVC SCHEDULE 40 v TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE 'SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number # #°---Valve GPM #" Valve Size C LEA 0 N UT _ I , , r.. s ST MANHOLE STORM �..., _ - N L , E v CATCH BASIN: i rf l , .... ROOF DRAIN 1. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE LANDSCAPE ARCHITECT (LA). 2 IRRIGATION DESIGN BASED ON AN EXISTING 1 1/2" IRRIGATION METER WITH 60 PSI STATIC PRESSURE AT THE SERVICE MAIN. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT P.O.C. AND SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT. AND NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES GREATER/LESS THAN 5 POUNDS OF DESIGN PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT. THIS SYSTEM 1S DESIGNED WITH A BOOSTER PUMP TO PROVIDE ADDITIONAL PRESSURE FOR THE IRRIGATION ZONES. 3. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS AND IN UNDERGROUND SLEEVES. 4. INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 5. CALL FOR LOCATES PRIOR TO DIGGING, AT 1-800-424-5555, SEE SURVEY AND CIVIL DRAWINGS TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR AND LA, AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 6. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE SCH. 40 PVC AND BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES.. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 7. FOR LINES WITHOUT IN -HEAD CHECK VALVES, INSTALL ANTI -DRAIN CHECK VALVES AT ALL LOW POINTS OF LINES TO ELIMINATE LOW HEAD DRAINAGE AND RECORD ALL LOCATIONS FOR THE "RECORD DRAWINGS! & INSTALL ALL SPRINKLER HEADS WITH FLEX SWING JOINTS AS DETAILED. 9. ADJUST RADIUS AND ARC ON SPRINKLER HEADS TO MINIMIZE OVERSPRAY ON HARD SURFACES. ANY IN -HEAD ADJUSTMENTS SHALL NOT EXCEED 10% OF DESIGN OR MANUFACTURER'S ADJUSTMENT RECOMMENDATIONS 10. PROVIDE 4' DEPTH OF SAND BEDDING AND 4' SAND COVER OVER PIPES IN ALL TRENCHES. ALL TRENCHES ARE TO BE BACKFILLED, WATER SETTLED, AND COMPACTED TO AN 85% (PROCTOR) DENSITY FOR PLANTERS AND 95% UNDER PAVING. PROVIDE 24' COVER OVER MAINLINE AND CONTROL WIRING, AND 18' COVER OVER LATERAL LINES, 11, SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-OBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24' EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX, 12. ALL VALVE BOXES SHALL HAVE A MINIMUM OF ONE SPARE YELLOW WIRE INSIDE FOR FUTURE USE. INSTALL ONE SPARE WIRE FROM THE CONTROLLER THROUGH EACH MAINLINE BRANCH; AND ONE EACH, AS NOTED ON THE PLAN, FOR ANY DESIGNATED FUTURE VALVES. 13. CONTRACTOR SHALL UTILIZE EXISTING CONTROLLER AND/OR MAKE APPROPRIATE PROVISIONS FOR AUTOMATIC OPERATION. 14. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 15. INSTALL POP-UP BODIES FOR ALL IRRIGATION HEADS AS SPECIFIED IN THE IRRIGATION SCHEDULE. 16. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS -GUILTS' FOR THE CREATION OF THE 'RECORD DRAWINGS' OF THE INSTALLED SYSTEM. 17. CONTRACTOR SHALL WARRANT THE IRRIGATION SYSTEM IN EVERY DETAIL FOR A ONE YEAR PERIOD FOLLOWING THE DATE OF ACCEPTANCE, CONTRACTOR SHALL PROVIDE SPRING START-UP AND WINTERIZATION FOR THE FIRST YEAR. T A C ©M A S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL 1200Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267.2425 TEL Project Title; COMMUNITY OF CHRIST ST. LUKE' ADDITION FEDERAL WAY, WASHINGTON Client: ST, LUKE'S LUTHERAN CHURCH 515 SOUTH 312TH STREET FEDERAL WAY, WASHINGTON Job No, 209565.40 Issue Set & Date: LAND USE SUBMITTAL FEBRUARY 12, 2010 V STATE OF ! WASHINGTON RIEGISTERED LAN AP ARCH e DANIEL E. WWALX CERTIFICATEKNO. 561 NOTICE N.TauncR a ws nocuerr 3INL ervwoatE Toll' IHISow CC pgwfsENT N NOT pFftCGitEENT I RESUM OLYRRIP fdFRONR.MI6O 14 THEISU USE ONLY FIR NOT BEUSPfOR N ME M ,Mw OR MD IS NQTTO MWR RE MY DUNPIX lDgii(M 70 RUT VROIOT tlE FOR MY OntER fR0.ECL V "Al Revisions: Sheet Title: IRRIGATION PLAN (NEW LAWN AREAS ONLY) Designed by: Drawn by: Checked by: DEW DEW RH Sheet No. L 3 3 of 4 Sheets GROUNDCOVER SPACING PLAN NOTE: 1. REFER TO SPECS FOR ADD1 INFORMATION. CING X .86 FOR ANGULAR TERN GROUNDCOVER 2" OF MULCH / FINISHED GRADE f/ SEE SPECIFICAITONS FOR ° 4 41� FERTILIZER APPLICATION. LIGHTLY COMPACTED SOIL —, MIX WATERED THOROUGHLY 2x THE SIZE FOR CONTAINERIZED OF CONTAINER GROUNDCOVER 1 R NOT TO SCALE WEED CONTROL FABRIC BACKFILL WITH SOIL MIX WATER 1N 1324 EDGE OF LAWN OR BED �— EDGE OF PAVING NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE. 3. AVOID OVER —COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. VALVE BOX INSTALLATION NOT TO SCALE REMOTE CONTROL VALVE 20X14 JUMBO PLASTIC VALVE BOX AND COVER WATER PROOF WIRE CONNECTORS ON 18" LOOPED WIRES o OUTLET PIPE SAME — SIZE AS VALVE, 24" MIN: TO FIRST FITTING. 45 DOWN AS m REO. TO LATERAL \ LINE PIP a DEPTH. i SET BOX 2" ABOVE GRADE AT SHRUBS, SET BOX FLUSH TO GRADE AT TURF SET VALVE 2"'— 3" f BELOW TOP OF BOX f INCREASE LATERAL LINE AS PER PLANS 010 6X2X16 CONC. BLOCK CAPS, ONE EA. CORNER (4 TOTAL) UNIONS EA, SIDE OF VALVE (TYP) PEA GRAVEL — 4" DEPTH SCHEDULE 40 PVC 90 ELBOW RISER ELECTRIC REMOTE CON f NOT TO SCALE VA 0 MAIN LINE WITH PVC TEE NOTES: 1. SEE SPECIFICATIONS FOR FERTILIZER APPLICATION, 2. REFER TO SPECS FOR ADD'L INFORMATION, _ 1" RUBBER z CHAIN i a FINISHED GRADE rl z BACKFILL WITH SOIL MIX — WATER IN 6" LAYERS DO NOT TAMP NOT TO SCALE RUBBER VALVE MARKER CAP WEATHERMATIC No. 9066 FINISHED GRADE ---\ SCH. 80 PVC NIPPLES AND MAIN PRESSURE LINE T OR L SCHEDULE 80 PVC FLAGGING 10" SO, MIN. 3" OF MULCH TREE STAKES PLACED 2" BELOW FORM CONTINUOUS 4" HIGH WATERING BASIN BERM WEED CONTROL FABRIC .REMOVE WIRE BASKET & BURLAP LIGHTLY COMPACTED SOIL MIX — WATER THOROUGHLY LAWN, IF MULCH MAKE LEVEL WITH CAP 1 2" SCH 40 PVC SLEEVE TEE & 12" LONG 2" PIPE W/ CAP TO PREVENT LIFTING GEOTEX11LE DRAINAGE FABRIC ANGLE VALVE, WiLKENS #205, 1 J2" SUMP WITH DRAIN GRAVEL 24" SO. MANUAL DRAIN VALVE DETAIL NOT TO SCALE VALVE COVER WITH LOCKING CAP LAWN, IF MULCH FINISHED GRADE MAKE LEVEL WITH CAP 2" SCH. 40 P.V.C. SLEEVE { ` z a / N r I i MAIN LINE � I 0 0 0 0 o 0 ,O°0000000000 00000 °O°0 °�Oo°o°o°o o°o°o°o°c 70000000°0°0°0 n. GATE VALVE o_opo0o0o0°OF 2 CU. FT. OF DRAIN GRAVEL Civil Engineers Structural Engineers Landscape Architects I t - , ( e Community Planners 4 - •"` N_QTE. Land Surveyors 1,SEE SPECIFICATIONS FOR oo a� Neighbors v � �•�� ,` FERTILIZER APPLICATION. a a� 2. DRIVE STAKES OUTSIDE OF ROOT BALL — SING F STAKE pp y nQg TREES LESS THAN 6. Q n4� og " q a TACOMA SEATTL.E 3. PLACE CROWN OF TREE i �' ; 2215 North 30th Street, Suite 300, Tacoma, WA 98403 ABOVE FINISHED GRADE. ag q Q 253 383 2422 TEL a 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 4. REFER TO SPECS FOR 206.267.2425 tEl ADDT INFORMATION. ooa z Project Title: :z 1/2" RUBBER o TREE CHAIN 3" OF MULCH- TAPER MULCH NEAR TRUNK. NO All MULCH AGAINST TRUNK ST LUKE'S ADDITION - -- ,, (� FEDERAL WAY Y�ASHINGTON FINISHED `i����ti ,.. \�, TREE STAKES — 2 s GRADE ITT\ \ PER TREE ' SCARIFY SIDES OF PLANTING PIT REMOVE WIRE BASKET & BURLAP FROM TOP AND Client: SIDES OF ROOTBALL. BACKFILLIW1TH SOIL ST, LUKE'S MIX AS SPECIFIED — LIGHTLY COMPACTED ( U (H E R A N CHURCH WATER INI 6" ' SOIL MIX — WATER LAYERS DO NOT 2x THE SIZE OF THOROUGHLY THE ROOT BALL 515 SOUTH 312TH STREET TAMP FEDERAL WAY, WASHINGTON i' DECIDUOUS TREE PLANTINGDETAIL ' NOT TO SCALE Job No. 209555.40 PLANING CON1DiitUN PAYI►QQ Issue Set & Date, o C0c 0 o TOPSOIL (FINISH 0r'0 `Q GRADE) LAND USE SUBMITTAL 0� f 7 0 0 PAVING " SECTION PER CIVIL PLANS °' t v COMPACTED BACKFILL v° FEBRUARY 12, 2010 o o G O� AT 90% DENSITY ° J G V J Y o 0(1. a (TOPSOIL BACKFILL) z U AT 95% DENSITY a (��, i `� o 0C� (STRUCTURAL) ° ° °__---- PVC LATERAL 6" OFFSET TRACE WIRE 000�' SLEEVE(S) °'c ! a 0 PVC MAINLINE L Q VALVE WIRING 1 STATE OF m PIPE BED MATERIAL z TO BE CLEAN & FREE : � v WEGISTERE N d. REGISTERED OF ROCK LARGER LAN APE M 4" 4' THAN 1 /2.: a� � y, V_ MINI MIN 4" 4> DANIEL E. WOJrALA CERTIFICATE NO. 561 * SLEEVING1 MATERIAL SHALL BE PVC SCHEDULE 40 PIPE. MIN MIN NOTICE I ALMLOM aF TM DOMOT %WL NVAMTE M 04 OF * DIMENSIONS ARE MIN. CLEARANCES: Danu�"i>t,M n TETM [1WO D'vmw fd n"IL M Dwwff Is FOR USE MY PM* ALL SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% + IS FM US WM M � PASSING N0:40 SCREEN) AND BE COMPACTED TO MIN. 95% 'OPTIMUM DENSITY aanwronuTeaoEc mrzarmDnevveaEcc (MODIFIED PROCTOR). i TRENCHING-SLEEVING DETAIL 4 NOT TO SCALE I I 6" HORIZONTAL HARDI-50ARD SIDING COMP SHINGLE ROOFING ----- — S" CMU VENEER 0 BASF; SMOOTH FACE HARD[ -PANEL W/ SMOOTH FINISH --__ 6" VERTICAL HARD[ -BOARD SIDING 6' STEEL FENCE $ GATE y . I (_ _ c� BASEMENT ENTRY AND UPPER GUARD RAIL 1 <. 6' HIGH SOLID WOOD K FENCE; 4x4 P05T5 @ J J� J W1 WOOD SIDING; SEE SITE PLAN FOR LOCATION i t it �r 1oil 432.55' — MAIN LEVEL- �-� 1 1:�; , ;;•,, ELEVATION EXPOSED -- CONCRETE is BASE TR""A5�4 F.N . 1/611 D if -Off .. STAtEMENT OF ARCHITECTUURAL1?ESIGN INTENT THE CLASSROOM ADDITION TO ST.I-LIKE'S LUTHERAN CHURCH WILL HOUSE THE RELOCATED PRESCHOOL AND DAYCARE PROGRAMS CURRENTLY LOCATED IN THE GYMNASIUM BUILDING. NO EXPANSION OF CURRENT PROGRAMS 15 INTENDED, THE BASE OF THE BUILDING WILL FEATURE A 4" CMU VENEER OVER WOOD STUD WALLS. THE UPPER PORTION OF THE BUILDING WILL BE CLAD IN A COMBINATION OF VERTICAL AND HORIZONTAL CEMENT PLANK SIDING, AS WELL AS CEMENT BOARD SIDING TO MATCH THE EXISTING MATERIAL PATTERNS. THE COLORS CHOSEN ARE MEANT TO BLEND WITH THE EXISTING FINISHES, THE NORTH ELEVATION FEATURES AN UNDULATION OF BUILDING FORMS TO BREAK UP THE ELEVATION INTO DISTINCT PIECES. THE WEST ELEVATION FEATURES A FIN WALL PROTECTING THE BASEMENT AND MAIN FLOOR ENTRIES. THE SOUTH ELEVATION FEATURES LARGE WINDOWS TO PERMIT SOUTHERN SUN, AND TO ALLOW VIEWS FROM THE BUILDING INTO THE NEW PEDESTRIAN C COURTYARD. \ NARRATIVE SUMMARY OF EI EMENTS IN ACCO22ANCE WITH FWRC 19115 45167' THE STRENGTH OF THIS DESIGN RESTS IN THREE DISTINCT FEATURES: AVERAGE HEIGT4T ABOVE GRADE PL. W t. THE BUILDING AS AN ANCHOR THE NORTH ELEVATION IS CURRENTLY DOMINATED BY THE EXISTING SANCTUARY BUILDING, FROM THE HIGH POINT AT THE INTERSECTION AT 445.10' &TH AND RUNNING ALONG 312, THE ELEVATION STEPS DOWN AND ENDS $�p��R LEVEL ABRUPTLY AT THE CURB CUT LEADING TO THE DAYCARE DROP-OFF, WHILE STILL WITHIN THE HEIGHT LIMITS SET BY ZONING CODES, THE ADDITION WILL RISE TO ANCHOR ITS CORNER OF THE SITE, AND BOOKEND THE NORTH ELEVATION. 2. A NEW BUILDING AS A PIECE9F THE OLD THE NEW BUILDING WILL FEATURE A COLOR AND MATERIAL PATTERN SCHEME IN COMMON WITH THE REST OF THE FACILITY, BUT WILL MAINTAIN ITS OWN IDENTITY IN THE PATTERNING OF WINDOWS, IN THE USE OF THE CMU VENEER BASE, AND SET BACK DISTANCE FROM 312TH. 432.65' _- _'& MAIN LEVEL r-- 3. A B'JILpING THAT DEFINES EXTERIOR PEDESTRIAN SPACES THE LOCATION OF THE BUILDING AND THE PROPOSED PARKING TURN -AROUND WILL JOIN WITH THE EXISTING GYMNASIUM AND SANCTUARY i BUILDINGS TO FRAME A NEW PEDESTRIAN COURTYARD. THE SPACES t THAT FACE THE COURTYARD WILL HAVE VAULTED CEILINGS AND HIGH fr,,425.67' WINDOWS TO CAPTURE SOUTHERN SUN, AND WILL ENJOY VIEWS OFF THE fxRADE PLAN=� COURTYARD. THE ADDITION'S MAIN ENTRY IS LOCATED ON THE SOUTH ELEVATION TO DIRECT PARISHONERS AND CHILDCARE USERS INTO THE --� 421.95' -� EXTERIOR SPACE. LOWER LEVEL 421.95' ~-$LOWE(2 LEVEL II I 421.95' 1L__ L------_ -� LOWER LEVEL i rtiw�..Y .+Y wn�wl r�lh AT P^I AT A—Y Al STORAGE 22@ I KI'CCNI;N 221 CAA 212 tl STORAGE 1 KITCI-1 N DNA 112 Rl' i1s 5EC (IC 1/ajl = I' -Oil 1/0j1 = I'-011 — AVERAGE HEIGHT ABOVE GRADE PLANE 6' STEEL FENCE s GATE I PLANE ;LEVEL B R 0 W E L E I T PETERSON HAMMER,di ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for c n 1, IWp� ta.. 515 S. 312th St. Federal Way, WA 98003 No./Date Revision By 2/540 Dote SN Drawn By Checked By Project Number File Number fix., F .Y F-LEVATIONS Sheet Title b4 Ad AV IL 1 8 DESIGN DEVELOPMENT Sheet Number 7-4 s Ir-- -- ---- -_ -- -----..__ my ' I t , I \ I ssn 1 1 POSSIBLE FUTURE SEPARATE LOT \f Li , 16500, } , 1` 1 FUTURE DETENTION POND ci I J REVIEED WETLAND BUFKER�`. CO, FEDERAL WAY 2009 I I I t - - - - -� �- - - 1 ' 1 _,. � P �..r- in �n ,y � � M kl..k}'. �''• y< \ � 4v 32961, � f vL N 01.14 W E \\ EXISTING o', _ ,\�t N' �•� \� WETLAND a MA5TER SITE fi LAN AL3 III = 501_011 11 4TH AYENUE SOUTH /\ [n FEDERAL PROPERTY M1 k CHURCH PROPERTYTY ! / FUTURE PARKING 0 � � I f 1. } n r REVISED. EXISTING. .....y' . i I J5I 22 STORY_ OM CLASSRO i v O� %fix _ ..c.... ....f /f ADDITIONLJ ter'/ _.... .... � � •_ r i ;' / >�. G{l�Jft+,F1C..,9 rS:JIti?;?i2`; ��•�• �"; a ..i. •.- ,r r�. j" rencrD-IN" 5 r _t \ 1 LRY AREA',-�� ``� 0 FUTURE FAMILY urc RE U,� yEp �' / / , f if '��✓�,���y� cm Rr 1 1 � EXISTING CHURCH COURT, .BUILDING - v �E , 1. rura'ygqDRIVEWAY Y PAGE « i EXISTING F�.NGi�N9E TO CREATE ITION I )) /' ! PARKING �V'DR I I t t7 IE PP - - - - _ ------------- 6TH AYI<NUE SOUT1�! SITE AREA SUMMARY MAIN SITE AREA = 49(or2il $F = 11,40 ACRE-S EAST PARKING :35,750 SF - O.a2 ACRES i` I BOTH EXCLUDING DEDIGATED ROW 144 EXISTING PARKING FOR 176 (AFTER j PARKING, LOST FOR BUILDINGS) 1 II1� 1 _.__.._EXISTING4 'I PAFKI,NG �I S � NEW PARKING- FOR 292 AA / TOTAL PROPOSED PARKING FOR 470 N �"` f 55�t z 1 I _ I U U ____ 90.1 13 laa a^ ¢_ m1174m-E -._ f _ Ci 7TH AVENUE, SMTH BR0WEL.EIT PETERSON HAMMER A ARCHITECTS 19624A 76TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 PHONE (425) 774-4701 FAX (425) 776-5177 BPHARCH.COM Remodel for �. k 515 S. 312th St. Federal Way, WA 98003 No./Date Revision By (titer Drawn By Checked By 0716 Project Number File Number MA5TER SITE FLAN EXPMIT Sheet Title Sheet Number