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17-101203 (2)LANDSCAPE r- 0 1. 51TE HA5 SIGNIFICANT EX15TING TREES ON AND AJACENT TO PROPERTY 5OUNDARIE5. PROTECT WHERE NOTED TO BE RETAINED. PROVIDE TREE PROTECTION FENCING PER DETAIL ro/L3 AROUND LIMITS OF DI5TUR15ANCE5 (LOD) WHERE 5HOWN ON PLAN. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PROJECT AR50RI5T FOR ACCESS AND WORK WITHIN THE LIMITS OF D15TUR15ANCE. 2. STREET TREES ARE BEING PROVIDE UNDER TH15 CONSTRUCTION PROJECT . 3. SEE GIVIL 51TE PLAN FOR PARKING AND PAVING DIMENSIONS AND CURB MATERIALS. SEE CIVIL PLANS FOR GRADING AND 51TE UTILITY LAYOUT. 4, GRADING 5HOWN ON LANDSCAPE PLAN5 SHALL BE CONSTRUCTED USING CLEAN, UNCONTAMINATED EXCAVATION 5OiL5 ON SITE. SEE CIVIL PLAN5 FOR ELEVATIONS. L TINC.7"' NOTE 1. ALL 5HRU55 AND TREE5 TO BE 5TAKED IN FIELD PRIOR TO ANY DIGGING OR PLACEMENT. LANDSCAPE ARCHITECT TO VERIFY LOCATION5. STREET TREE LOCATION5 ARE APPROXIMATE, AND MAY NEED TO BE ADJUSTED IN FIELD DUE TO STREET 51GNAGE, STREET LIGHT5 OR 5UE35URFACE UTILITY REVISIONS. 2. ALL PLANTS NOTED ON 5CHED. WITH * ARE GLA551FIED 45 DROUGHT TOLERANT 3. ALL PLANTING AREA5 SHALL RECEIVE 4" DEEP COMP05T MIXTURE, AND SHALL BE ROTO-TILLED . 4. ALL NEW PLANTING TO RECEIVE 4" TOP DRE551NG OF 5HREADED BARK MULCH. 5. 501L IN PARKING LOT LAND5CAPE AREA5 5HALL BE TILLED TO 18" DEPTH PRIOR TO PLANTING TREE5, 5HRU55 AND GROUNDCOVER.. (o. ALL NEW TREES AND SHRUBS ON SITE TO RECEIVE 5U5-5URFACE IRRIGATION WATER COVERAGE. 5UPPLY LINE5, HEAD5, AND VALVE CONNECTION5 5HALL BE ADJUSTED ON 51TE BY CONTRACTOR AND REVIEWED BY LAND5CAPE ARCHITECT PRIOR TO COVERAGE OF TRENCHE5 OR VALVE5. -1. GONTRAGTOR TO PROVIDE TOTAL PLANT5 5HOWN ON PLAN5. CORRECT QUANTITY 15 RE5PON515ILITY OF CONTRACTOR. PROVIDE LIST OF 5U55TITUTIONS TO LANDSCAPE ARCHITECT PRIOR TO ANY PURCHA5E5 OR LAYOUT IN FIELD. 3ER HOSE COVERING TO =CT TRUNK, WITH 1/4" PROP'1'LENE ROPE OR LOCK" TREE TIE5 TREATED ROUND =5 STAKE - NORTH AND a SIDES OF TREE 5ET =5 OUTSIDE ROOT5,4LL eve a Pter I uear.) RK MULCH GRADE BURLAP AROUND TRUNK BACK AND DOWN SIDES >OTBALL PERIMETER GRADE ,FILL MIX 5HALL BE A5 SPECIFIED 5ET ON RIDGE POINT OF COMPACTED BACKFILL 5OIL UNTIE AND FOLD BACK BURLAP FROM BaB PLANTS. FRACTURE SIDES E BOTTOM OF PLANT PITS TO ALLOW FOR ROOT PENETRATION. MIX NOTE- DRIVE STAKES A MIN, OF 2'-0" INTO GROUND BACKFILL WITH NATIVE 501L AT BOTTOM, N.T.S. SHRUB ROOTBAL L NEVER CUT LEADER PRUNE AS DIRECTED ONLY AFTER IN GROUND AND STAKED 5/5" DIA RUBBER HOSES W/ 1/4" POLYPROPYLENE LINE TO EACH STAKE OR DEADMAN WRAP DEC. TREES TO FIRST BRANCH 2 STAKES -DEC. TREE 3 DEADMEN - EVERGREEN SPACE EVENLY AROUND GUY TO FIRST BRANCHES OFF MAIN TRUNK - SET SET ON RIDGE/FIRM POINT REMOVE WRAPPINGS/CONTA INE R5 SPECIFIED PLANTING SOIL MIXTURE DIAMETER 5 TIMES ROOT BALL DEPTH SAME AS ROOT BALL, AFTER SETTLEMENT CONSOLIDATE 501L BY WATERING 4 INCH MULCH TOPPING, NO SOIL SAUCER ,ll. ,- 1=1 I MI I I=1 11=1 \\s\\�\ :11 !-i 11-111-1 I I-1 I I'f 11�111�1 I I III-! I I-111�1 I I III-1 I I-1 I I®I I I-1 I!-1 11=1 11=11 I= i11111111I111,;,K111,�11�111,1111;11{11111�1111 �11111�11;11111;11111;,11 ,;,IIII1,III,,,111-111�111�111=III=iII� 'eN� DECIDUOUS TREE PLANTING AND STAKING N.T.S. BARK MULCH 4" DEPTH — SPECIFIED PLANT SOIL MIXTURE GROUNDCOVER CONTAINER PLANT 0 FIN15H GRADE IMPORT TOPSOIL FIN_ GRADE IF IN BED BARG MULCHI OF so Of so 40 of 00 so so so so 40 4" DEPTH \ \ \ I'9 10 \ \ \ SPECIFIED BACKFILL PLANTING MIX I Z OF 40 \ UNTIE AND FOLD BACK BURLAP III III I (I I I FROM 54B PLANTS. FRACTURE -! I I (� (� EI I —I 11-11 I _ SIDES 4 BOTTOM OF PLANT PITS TO ALLOW FOR ROOT PENETRATION. MIX DEEPTILLED SUBGRADE BACKFILL WITH NATIVE SOIL AT BOTTOM. ■W1, M L • -- N.T.S. GROUNDCOVER PLANTNG DETAIL N.T.S. 9 IXI MIN. FINISH GRADE N ROOT BARRIER -`9 (TYP., BOTH SIDES) STATE OF WARN ING TON REGISTERED LA :T G1 kW CERTIFICATE NO_ 3'13 EXPIRATION _DATE 12-20-2011 Oz z w < O � 0 CHAIN-LOK _N J - OR RUBBER HOSE z Q J 2' MIN 1-1/2" x 8'-0" REBAR TREE STAKE (2 TYP) W , f--: 4" PERF. PIPE, FILLED Z Q WITH DRAIN ROCK c/) SHREADED BARK MULCH SIDEWALK > ry ELI - BACKFILL WITH CLEAN------ NATIVE SOIL 1'-6" MIN. REMOVE BURLAP FROM NOT TO SCALE NOTES: TOP 1/3 OF ROOT BALL—/� ADD 3" WATERING RING MIN. 2x ROOT BALL IRM NATIVE SOIL PLANTING: 1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not make hole deeper than root ball. 2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut circling roots. 3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do not add soil amendments or gravel unless approved by Public Works Director. 4. Install 4"x 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more than 1/2" above finish grade. 5. Back fill with clean native soil. Firm soil around the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4" wood —chip mulch. Do not place mulch next to trunk. ROOT BARRIER: 1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors, minimum 1 8" height, with 1 /2" raised vertical ribs 6" on center, or approved equal. 2. Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and curb according to manufacturer's directions. Exposed edge shall not extend more than 1 /2" above finished grade. STAKING: 1. Use 2, 1-1/2" by 8'-0" rebar tree stakes. Do not drive stake through root ball. 2. Attach tree to stake with canvas web belting or rubber, using a figure-8 formation. TYPICAL TREE PLANTING AT NORTH ROW DETAIL N.T.S. FIN15H GRADE ADJACENT PAVING SURFACES 4" BARK MULCH IMPORTED MIX SUBGRADE Ili III III III III III NOTE- 1) REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER i" IN DIAMETER FROM TOP ro" OF SOIL IN PLANTING ZONES. 2) DEEP TILL SUBGRADE TO 12'' DEEP (MIN_) PRIOR TO INSTALLING AMENDMENTS MIX SUBGRADE AND IMPORTED AMENDMENTS TOGETHER. IlI, SOIL PREP DETAIL N.T.S. 12" AT ISLAND TRIANGULAR SPACING LAYOUT ENDS, 9" MIN. ALL OTHER AREAS (REFER TO PLAN) CI /0..ITIt.Ir C. 9" C VCZG C. r' f LAA1-4 1 GC V, l...Ule� WALK, FENCE OR WALL PROVIDE EQUAL DISTANCE BETWEEN ALL PLANTS. MAINTAIN A DISTANCE OF 9-12"" FROM ALL PLANTER EDGES, TREES, FOUNDATIONS, MOW STRIPS, CURBS AND OTHER SITE FEATURES, UNLESS DIRECTED OTHERWISE BY LANDSCAPE ARCHITECT. GROUNDCOVER SPACING N.T.S. W CIO U.. LjLJI i LEI a a 0Cie <. 4 1 LIu \� i 2' �,1 i� .. C V I u L r.. I' liia— LA- }I z ` ` 1 to i z 0 Tree and vegetation perecauri :tione corstructi(-r, N) No clearing shall be allowed on a proposed development site until the tree retention and landscape plans have been approved by the city OF Federal Way. (2) A no disturbance area shall be established for each tree to be protected. The no disturbance zone shall be equal to the critical root zone which is defined as 12 inches radius for every one inch of tree diameter measured at four and one-half feet above ground. Any other no disturbance area proposed by the applicant shall be determined by a qualified arborist and subject to review and approval by the director. (3) The no disturbance zone shall be identified during the construction stage with: (a) A temporary six -Foot chain -link fence+ and (b) Tree protection signage attached to the fence which reads "TREE PROTECTION FENCE - No soil disturbance, parking, storage, dumping, or burning of materials is allowed within the Tree Protection Fence." (4) No soil disturbance, parking, storage, dumping, burning of materials, impervious surfaces, Fill, excavation, or storage of construction materials shall be permitted within the no disturbance area. (5) IF the grade level around the tree is to be raised by more than one Foot, a rock well shall be constructed. The inside diameter of the rock well shall be equal to the diameter of the tree trunk plus 10 Feet. Proper drainage, and irrigation if necessary, shall be provided in all rock wells. (l) The grade level shall not be lowered within the larger of the drip line of the tree(s) or the critical root zone.of the tree(s)_ (1) No trenching is allowed in any critical tree root zone areas - (a) No installation of any impervious surfaces is allowed in critical root zones. Where road or sidewalk surfaces are needed within critical root zones, unmortared porous pavers or flagstone (rather than concrete or asphalt) may be used. Boardwalks or bridging may span root zones without harming the tree roots. (13) Tree protection areas (Le., critical root zone) must be prepared to better withstand the stresses of the construction phase by, IF necessary, fertilizing, pruning, and mulching around them well in advance of beginning any construction activities. (10) Alternative protection methods may be used if accepted by the director to provide equal or greater tree protection. (lU Encroachment into the no disturbance area may be allowed where the director determines encroachment would not be detrimental to the health of the tree. TREE PROTECTION DETAILS SCALE: 1 /4" CUSTOM PRECAST GONG_ PLANTER W/ WOOD BENCH ATTACHED 25" DIA_ DECORATIVE DRAT , .. INLET_ URBAN ACCESSORIES 07 TITLE 24, RECYCLED ALUMINUM BRUSH FINISH_ (o"WIDE GALV. ST_ TRENCH, DRAIN ADA COMPATIBLE URBAN ACCESSORIES OT TITLE 24, RECYCED ALUMINUM, BRUSH FINISH, RETAIL SITE FURNITURE BY OWNER TABLES AND CHAIRS RETAIL PLAZA PLAN SCALE: 1 /8" = 1'-0" TRASH / RECYCLE RECEPTACLE, WAUSATILE COMPANY, MODEL MF3001, BLACK_ SURFACE MTD, PRECAST CONC_ PLANTER W/ WOOD BENCH ATTACHED SEE DETAIL 4/1-3 2'X2' PORCELAIN STONEWARE PAVERS ON 4" COMPACTED SAND BED KRONOS BASALTO COLOR, PROVIDE ALUMINUM EDGE RESTRAINTS_ 2'X2' TREE PITS NO GRATES CONC_ WALK 4 CURB BY CITY OF FEDERAL WAY ND N m TOP VIEW #3 REBAR,QIa"OC_ TYP 2" DRAIN POLE R LONG. SECTION 4 1/2" 2 5/S" WOOD SEAT: GALV. STEEL STRUTS '@ 24"OC, BLACK PAINT. 55. #10 SCREWS e ANCPOR5 EACP STRUT., GEDAR WOOD PLANK, 545, INED 1. 3/8" CHAMFER (ALL OUTSIDE EDGES) BOTTOM VIEW 2. 5MOOTP FINISP OUTSIDE, DARK BROWN INTEGRAL COLOR CONCRETE PLANTER DETAILS SCALE: r' N 3/a" CHAMFER (ALL OUTSIDE EDGES) TOP VIEW 2 —IN ELEVAT ON v EW 2 5' - 9" min t 11211 = I '-011 BOTTOM VIEW c0 0 C-71 v l� 5' - 12 24 LONG. SECTION VIEW 1/2 -13 INSERT (4) REQV CONCRETE BENCH DETAILS 3/5" REBAR (TYP.) SCALE: THI5 BENCH 15 PRECAST BY DURA STONE, MODEL GE TRASH / RECYCLE RECEPTACLE, WAUSATILE COMPANY, MODEL MF3001, BLACK. SURFACE MTD. SLOPE CURB TO BE FLUSH W/ DRIVE_ SEE CIVIL FOR GRADES -POWDER COATED STEEL BIKE RACK, 3 LOOP, SURFACE MTD., YELLOW_ CREATIVE PIPE MODEL COR-3-F-P, 4 BIKE CAPACITY PRE -CAST CONC_ BENCH_ SEE DETAIL 3/1-3 NEW 4" TK_ CONC_ SIDEWALK ON (0" CRUSHED ROCK BASE_ LIGHT BROOM FINISH 44 ENTRY DRIVE CURB RAMP, SEE CIVIL HOTEL PYLON SIGN SEE ELEC. FOR POWER FURNISHED BY OWNER INSTALLED BY CONTRACTOR. STATE OF WARN INGTON REGISTERED LANDSCAPE ARCHITECT GEORGE BRASLAIU ijll�RtMN-NMM��M �w CERTIFICATE NO_ 313 EXPI RAT ION -DATE 12-20-2011 R'X2' PORCELAIN STONEWARE PAVERS ON 4" COMPACTED SAND BED_ KRONOS GRIEGE COLOR. PROVIDE ALUMINUM EDGE RESTRAINTS 2'X2' PORCELAIN STONEWARE PAVERS ON 4" COMPACTED SAND BED_ XT-DRIFWOOD COLOR CONC_ WALK 8 CURB BY CITY OF FEDERAL WAY HOTEL PLAZA PLAN SCALE: 1 /8" = I '-0" Zz w co O C) 0 r ) 0 W d) > W W W ff v� uzi O ' r _ ■■■ NONE ■■ ■■ ■OIIIIIIIII ■ _' 111 11 11 11 1 ■■I11 11 11 11 1 ■■ ■■ OMEN ■E■ SHEET 13 1 �g 6 � 9 1 � 1 -fk 8d � ,� �� y�'t � „gam • �; d' B. 'r 1 1/2" 1n -21 v�MIii41f11ulM�RM4;.., ��M11111111Mr�. Ire. �,.�� L. �I �i�� 1`MIR� �'"� A��■■ all 11"M & 1 �r 34 �. 0 126 SF g -n O ./..j94 u V 5' ''0' 15' = J 11 =10'-0" KEY PLAN 2 SF rir MATCH LINE SHEET L4 JUST -TO , oil,. C -- 564 RIM=289977 POSITION OF VALVES AND SUPPLY LINES ARE DIAGRAMATICALLY SHOWN ON PLAN IN APPROXIMATE LOCATIONS ALL LINES MUST BE LOCATED WITHIN PROPERTY LINES. SPRAY HEADS AND VALVES ARE POSITIONED ACCURATELY. IRRIGATION CONTRACTOR SHALL VERIFY FINAL LOCATIONS OF ALL TRENCHES, PIPE SLEEVES, AND VALVE BOXES WITH LANDSCAPE ARCHITECT OR ARCHITECT PRIOR TO COMMENCING INSTALLATION WORK IRRIGATION CONTRACTOR SHALL CALL I-SM-424-5555 TO LOCATE SUBSURFACE UTILITIES PRIOR TO DIGGIWa_ KEY PLAN r pa [� CV Q coco STATE OP WASH INGTON REGISTERED LANDSCAPE ARCHITECT 5 15' 0 GEORGE BRA -SLAW CERTIP CATE NO_ 1"=10'-0" 313 EXPIRATION -DATE 12.20-2011 0 z �0 Lu O z 0 _I o and TLAJ C_% L r,I �, la / .. h. Lu -- OL < z n ET IRRIGATION LEGEND IRRIGATION NOTES r- O FIN15H GRADE/TOP OF MULCH O QUICK -COUPLING VALVE: RAIN BIRD MODEL 3RC O VALVE BOX WITH COVER.- O PVC SCH 80 NIPPL (LENGTH A5 REQUIRED) O5 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL O BRICK (1 OF 2) O PVC SCH 40 STREET ELL a PVC SCH 40 TEE OR ELL 9 PVC MAINLINE PIPE 10 PVC 5CH 40 ELL Ii 2" x 2" PT WOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTES . I FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE- 2 INTERIOR VALVE AT RPBP INSTALLED AT MECH, ROOM QUICK COUPLING VALVE AT EXTERIOR OI FINISH GRADE/TOP OF MULCH O VALVE BOX WITH COVER. RAIN BIRD V5-5TD OR EQUAL O3 30-INCH LINEAR LENGTH OF WIRE, COILED O4 WATERPROOF CONNECTION: RAIN BIRD DB 5ERIE5 O I -INCH BALL VALVE (INCLUDED IN XCZ.PRB-100-COM KIT) O ID TAG OREMOTE CONTROL VALVE: RAIN BIRD PESB (INCLUDED IN XCZ-PR5-100-COM KIT) REGULATING QUICK OPRESSURE CHECK BASKET FILTER: RAIN BIRD PR5-QKC14K-100 (INCLUDED IN XCZ-PR5-100-COM KIT) O PVC SCH 40 FEMALE ADAPTOR 10 LATERAL PIPE II PVC SC14 80 NIPPLE (LENGTH AS REQUIRED) O PVC 5CW 40 ELL 13 PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC 5CH -40 ELL O PVC SCH 40 TEE OR ELL 15 MAINLINE PIPE 16 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 11 PVC SCH W NIPPLE, CLOSE (INCLUDED IN XCZ-PR5-100-COM KIT) SHRUB ZONE VALVE DETAIL OVALE BOX WITH COVER: RAN BIRD VB-STD OR EQUAL O FINISH GRADE/TOP OF MULCH O PVC SCH 40 MALE ADAPTER/ 1/2" TRANSITION 4O 3/41, PVC SCH 40 TEE O5 3/4" PVC SCH 40 STEM (LENGTH AS REQUIRED) Ob BRICK (I OF 4) O PVC MAINLINE PIPE PER PLAN OS PVC SCH 40 TEE OR ELL, SIZED TO MAINLINE O9 30-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 10 55 H05E CLAMP Il .110" DIA, SOAKER HOSE LATERAL DRIP ZONE CONNECTION DETAIL NTS PAVING IRRIGATION SLEEVE DETAIL D SCALE 3/4" - 1'-0" 0 MATERIAL DE5GRIPTI0N /MODEL NUMBER OPERATING PSI GPM RADIU5 5PAGINCz LRAINBIRD 1804--PR5 g0 DEGREE, VAN SERIES NOZZLE 30 PSI 92 15' ADJUSTABLE 15' TYP. RAINBIRD 1804--PR5 150 DEGREE, VAN SERIES NOZZLE 30 PSI 1.85 15' ADJUSTABLE 15' TYP- RAINBIRD 1804--PRS 210 DEGREE, VAN SERIES NOZZLE 30 PSI 2.18 15' ADJUSTABLE 15' TYP, RAINBIRD 1804--PRS 360 DEGREE, VAN SERIES NOZZLE 30 PSI 3.10 15' ADJUSTABLE 15' TYP, RA BI S STRIP 30 PSI 9 1 TR 1 'TYP. O RAINBIRD 5X5-180-1032, 180 DEG EE ER -BUBBLE 30 PSI USE 1500 XERI-5U5f5LF=K I RAINBIRD ELEC. ZONE VALVES WITH FLOW CONTROL, SIZE PER SCHEDULE. USE 100 FEB-PRS-D FOR GRASS ZONES. USE RAINBIRD XCZ-FRB-100-COM KIT FOR SHRUB A ZONES WITH I" VALVES. SEE DETAIL B RAINBIRD ESP -ME 22 STATION INTERIOR CONTROLLER LUALL MOUNTED PLASTIC CABINET, 120 V. Q REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLE. WITH DOUBLE UNIONS, BALL SHUTOFF VALVES 4 TEST COCKS, 1 1/2" INLET, ZURN WILKINS MODEL 915XL2U (LEAD FREE) ALTERNATE. USE FEBCO MODEL LF825 Y, P INLET W/ UNIONS (LEAD FREE). INSTALL IN HOT ROK I1NI5ULATED AND HEATED UNIT MODEL HRI BY HOTBOX WWW.HOT-BOX.COM. PROVIDE 4 TK CONCRETE SLAB BASE UNDER BOX 30" X IS" COORDINATE WITH POWER SUPPLY FOR HEAT PRESSURE / SUPPLY LINE - CLASS 200 PVC SOAKER CIRCUIT LINE - .110" DIA. POROUS RUBBER (AQUAPORE OR EQUIVALENT). L40 GPH/LF. -- PIPE SLEEVE UNDER PAVING. 2 PIPE SIZES LARGER OR MIN 4" DIA. UNDER ROAD, SEE DETAIL D. n-r..wlr r�cl�wlnTl�wl 44-- RISER FOR SOAKER CIRCUIT - SCHED, 40 PIPE ON TEE JOINT, PRE55URE CLAMPED HOSE CONNECTOR, AND COVER BOX (SEE DETAIL C) ($) RAIN SENSOR - RAINBIRD RAINCHECK, MOUNTED OUTSIDE MECH. ROOM WALL. WIRE BACK TO CONTROLLER M I" IRRIGATION WATER METER SUPPLIED AND INSTALLED BY LAKE HAVEN UTILITY DISTRICT IN VAULT Ul FINISH GRADE/TOP OF MULCH OPOP-UP SPRAY SPRINKLER: RAIN BIRD 1804 -SAM-PRS WITH VAN NOZZLE O3 PVC SCH W NIPPLE (LENGTH AS REQUIRED) 4� PVC SCH 40 ELL O PVC SCH 40 STREET ELL O PVC SCH 40 TEE OR ELL O PVC LATERAL PIPE POP-UP SPRAY SPRINKLER WITH SWING JOINT OI 30-INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION RAIN BIRD SPLICE -I (I OF 2) 2 3 4 O ID TAG: RAIN BIRD VID SERIES (' O REMOTE CONTROL VALVE - RAIN BIRD 100 OR 150 FEB-PRS-D 3" MItL T O VALVE BOX WITH COVER RAIN BIRD VB-STD OR EQUAL a Ob FINISH GRADE/TOP OF MULCH 9 O PVC SCH W NIPPLE (CLOSE) 10 O PVC SCH 40 ELL p�C°d1�a� O PVC SCH W NIPPLE (LENGTH AS REQUIRED) 10 BRICK (I OF 4) II PVC MAINLINE PIPE Ib 15 14 13 12 11 O S (NCH LENGTH,1PPLE HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE Ib 10-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL GRASS ZONE VALVE DETAIL O BUBBLER PER SCHEDULE (D 1/2-INCH THREAD ADAPTER THREAD ADAPTER- O TOP OF MULCH O FINISH GRADE O 1/2-INCH PVC SCH a0 NIPPLE (LENGTH AS REQUIRED) O PVC LATERAL PIPE O PVC SCH 40 TEE OR ELL BUBBLER ON SCHED. 80 RISER NTS A" L ALL NEW PLANTING AREAS WILL BE PROVIDED WITH AUTOMATIC IRRIGATION COVERAGE, EXISTING, NATIVE TREE AREAS ARE NOT TO BE IRRIGATED. 2, POSITION OF VALVES AND SUPPLY LINES ARE DIAGRAMATICALLY SHOWN ON PLAN IN APPROXIMATE LOCATIONS, ALL LINES MUST BE LOCATED WITHIN PROPERTY LINES. SPRAY HEADS AND VALVES ARE POSITIONED ACCURATELY. IRRIGATION CONTRACTOR SHALL VERIFY FINAL LOCATIONS OF ALL TRENCHES, PIPE SLEEVES, AND VALVE BOXES WITH LANDSCAPE ARCHITECT OR ARCHITECT PRIOR TO COMMENCING INSTALLATION WORK. IRRIGATION CONTRACTOR SHALL CALL 1-500-424-5555 TO LOCATE SUBSURFACE UTILITIES PRIOR TO DIGGING. 3. COMMENCE INSTALLATION OF SUBSURFACE IRRIGATION TRENCHING AND PIPING AFTER GRADING HAS BEEN COMPLETED, AND BEFORE MULCH APPLIED TO PLANTING BEDS. SLEEVES FOR PIPES SHOULD BE CO-ORDINATED WITH PAVING CONTRACTORS. 4. ALL IRRIGATION SUPPLY PIPING SHALL BE CLASS 200 PVC, UNLESS WHERE NOTED ON DRAWINGS. SUPPLY LINES 21/2" OR GREATER SHALL BE SCHEDULE 40. SLEEVES UNDER PAVING SHALL BE SCHEDULE 40. ALL SLEEVES SHALL BE 2 PIPE SIZES LARGER THAN PIPE(5) CONTAINED WITH MIN. 4" DIAMETER UNDER ROAD. 5. ALL CIRCUIT PIPE SHALL BE BURIED MINIMUM 15" DEPTH. SYSTEM IS DESIGNED FOR PRESSURED AIR BLOWOUT AS WINTERIZATION. PIPES AND TRENCHES SHALL HAVE FLAT BOTTOMS CONTINUOUSLY. ALL PRESSURE MAINS AND MANIFOLDS SHALL BE BURIED 24" UNDER ROADS. 6, IRRIGATION CONTRACTOR SHALL FLAG ALL SUPPLY LINES AND SPRAY SYSTEM LINE ROUTES AFTER BACKFILLING AS GUIDE TO LANDSCAPE PLANTING CONTRACTOR REMOVE AFTER ALL PLANTING AND LAWN PREPARATION HAS BEEN COMPLETED. 1. ALL UNDERGROUND ELECTRICAL CONTROL LINE SPLICES SHALL BE MADE ONLY IN BOXES. USE EPDXY ENCAPSULATION METHOD AT EACH SPLICE, 8, SEE MECHANICAL DRAWINGS FOR MOUNTING OF IRRIGATION BACKFLOW VALVE ASSEMBLY IN MECHANICAL ROOM, CO-ORDINATE INSTALLATION OF QUICK COUPLER AND BACKFLOW CHECK VALVE TESTING WITH LAKE HAVEN WATER UTILITY DISTRICT PERSONNEL . S. SYSTEM 15 DESIGNED FOR AIR PRESSURE BLOWOUT AS WINTERIZATION OF LINES AND ZONE VALVES. QUICK COUPLE HAS BEEN PROVIDED AT SUPPLY CONNECTIONS FOR THIS PURPOSE. ALWAYS CLOSE BACKFLOW PREVENTION VALVES BEFORE BLOWOUT PROCEDURE, TO AVOID WATER CONTAMINATION, 10, SOAKER HOSE TO BE PLACED AROUND FINISHED PLANTS, AND COVERED WITH MULCH. ADJUST SOAKER ZONE PRESSURES TO MAX, 40 PSI, MAX RUN EACH LINE = 150 FT KEEP EACH 50AKER RUN AS LEVEL AS POSSIBLE TO PROVIDE EVEN DISTRIBUTION. DO NOT ALLOW KINKS IN ANY HOSE. 11. IRRIGATION SYSTEM MAINS AND DISTRIBUTION LATERALS 5HALL BE PRESSURE TESTED PRIOR TO ANY BACKFILLING OF LINES, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR OWNER OF TESTING DATE. 12, AFTER SPRAY HEADS AND 60AKER H06ES HAVE BEEN INSTALLED, CONTRACTOR SHALL TEST FOR DISTRIBUTION AND SPRAY PATTERNS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR OWNER OF TESTING DATE. 13, REFER TO CIVIL UTILITY PLAN FOR LOCATIONS OF NEW UTILITY LINES. 14 MAIN SUPPLY LINE HAS BEEN LOOPED TO EVEN DISTRIBUTION PRESSURE. MINIMUM INLET PRESSURE AT EACH SUPPLY VALVE TO PROVIDE REQUIRED GPM SHALL BE 40 PSI, 15 PROVIDE METALIZED DETECTOR TAPE OVER ALL BURIED LINES PRIOR TO BACKFILL. 1(o ALL REMOTE CONTROL VALVES 4 QUICK COUPLERS SHALL BE INSTALLED IN GREEN BOXES WITH LOCKING COVERS, BY CARBON OR APPROVED EQUAL. MARK ALL BOXES WITH "RC.V.", OR "Q-C", AND STATION NUMBER, AT LEAST 2" HIGH, 11 ALL REMOTE CONTROL VALVES 4 QUICK COUPLERS SHALL BE LABELED INTERNALLY WITH STATION NUMBER v v v v V V VV Vim/ IRRIGATION CALULATIONS 'I PROJECT NAME HOLIDAY INN EXPRESS LOCATION FEDERAL WAY, WA DATE 7/28/2017 LAKE HAVEN UTILITY DISTRICT AFZCHSOFT CONSULTANTS LANDSCAPE ARCHITECTS / ARCHITECTS 12006 98TH AVE NE WRKLAND, WA 98034 ZONE TYPE SYSTEM CYCLE CYCLEt GPM VALVE PRESSURE VALVE CONTROLLER JIN.PREC. REURD/ INCHES THE (MR) WEEK ZONE SIZE REQD TO RUN I PRESSURE STATION WEEK PREC. /HR I LASTDEVICE SETTING # A SHRUB 0.52 0.60 13 4 10.62 1" 30 PSI 40 PSI 1 B SHRUB 0.52 0.60 13 4 5.00 1" 30 PSI 40 PSI 2 C SHRUB 0.52 0.60 13 4 5.00 1" 30 PSI 40 PSI 3 D SHRUB 0.52 0.60 13 4 5.20 1" 30 PSI 40 PSI 4 E SHRUB 0.52 0.60 13 4 16.20 1" 30 PSI 40 PSI 5 F SHRUB 0.52 0.60 13 4 16..94 1" 30 PSI 40 PSI 6 G SHRUB 0.52 0.60 13 4 17.96 1" 30 PSI 40 PSI 7 H SHRUB 0.52 0.60 13 4 12.20 1" 30 PSI 40 PSI 8 1 SHRUB 0.52 0.60 13 4 7.02 1" 30 PSI 40 PSI 9 J SHRUB 0.52 0.60 13 4 7.70 1" 30 PSI 40 PSI 10 K SHRUB 0.52 0.60 13 4 16.05 1" 30 PSI 40 PSI 11 L SHRUB 0.52 0.60 13 4 9.38 1" 30 PSI 40 PSI 12 M SHRUB 0.52 0.60 13 4 7.00 1" 30 PSI 40 PSI 13 N SHRUB 0.52 0.60 13 4 9.92 1" 30 PSI 40 PSI 14 0 SHRUB 0.52 0.60 13 4 14.00 1" 30 PSI 40 PSI 15 P SHRUB 0.52 0.60 13 4 9.92 1" 30'PSI 40 PSI 16 G1 GRASS 1.04 1.58 10 4 11.76 1" 30 PSI 30 PSI 17 G2 GRASS 1.04 1.58 10 4 6.46 1" 30 PSI 30 PSI 18 G3 GRASS 1.04 1.58 10 4 20.36 1" 30 PSI 30 PSI 19 NOTES: 1) SETTINGS ABOVE FOR JULY AVERAGE CONDITIONS, WHICH REQUIRE MOST WATER. DUE TO LOW RELATIVE HUMIDITY IN SUMMER AND MIXTURE OF SHRUBS AND GROUNDCOVERS IN SAME BEDS, DESIGN USES GRASS/GROUND COVER E/T DIFFERENCE FOR TYPICAL SETTINGS. APRIL AND OCTOBER REQUIREMENTS CAN BE REDUCED. 2) SYSTEM IS DESIGNED FOR MAXIMUM 35 GPM OPERATION AT ANY ONE TIME. RUNNING MORE THAN THIS SIMULTANEOUSLY WILL RESULT IN HIGH PRESSURE LOSSES AND POOR WATERING. CONTRACTOR TO SELECT RUN SCHEDULE SO AS NOT TO EXCEED 35 GPM PER CHART ABOVE. 47i/A)ROITI?ANS,91l4T10ND/FFF1?FN(2F DATA FOAGROWTHMCWTHS CCxAT/ON= SE4 T7ZEARE4 APRIL I MAY I JUNE I JULY I AUGUST I SEPT 1 OCT. GRASS & GROUND COVER 0.40 -1.35 -2.40 -4.15 -3.40 -1.10 2.28 SHRUB 0.20 -0.68 -1.20 -2.08 -1.70 -0.55 1.14 SITE SPECIFIC DATA: SOIL, SLOPE, INFILTRATION RATE G/ C MAX INFILTRATION RATE GROUND COVER = 0.75 IN/HR SOIL= SANDY LOAM GRASS AVERAGE SLOPE= 2% WATER HOLDING CAPACITY SOIL 2.00 IN/SQ.FT. SHRUB MAX INFILTRATION RATE SHRUBS = 0.601N/HR SOIL= SANDY LOAM SHRUB AVERAGE SLOPE=1 % WATER HOLDING CAPACITY SOIL 2 IN/SQ.FT. -- . xe_w FTIA' I Irl STATE OF WASH INGTON REGISTERED LANDSCAPE ARCHITECT GEORGE BRASLAW CERTIFICATE NO_ 313 EXPIRATION -DATE 12-2m-2011 z z/� W V cn < 0 LjLj a X L.j = ;r' r>- V to I!I 9t z Ell- // LAJ li�tl rl_ r' o 1- u 0 cit C".., , ll 1 1 SHEET jLh S. 344TH ST. SITE PLAN DATA JOB ADDRESS: 34413 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 ARCHITECT: DALE SWEENEY - ARCHITECT 5715 143RD PLACE S.E. BELLE VUE, WA 98006 PH: 425,260,8969 EMAIL: DALE.DESIGN3D@GMAIL.COM ZONING: CE OWNERS: HK ENTERPRISES III LC SITE AREA 4 PARCELS = 2.44 ACRES , 2.30 ACRES AFTER R.O.W. DEDICATION PROJECT DESCRIPTION PROPOSED DEVELOPMENT OF A 4-5TORY, WOOD FRAMED, 90 UNIT HOTEL. LANDSCAPE AND SITE IMPROVEMENTS ARE INCLUDED. SEE SEPARATE LANDSCAPE AND CIVIL PERMIT FOR SITE RELATED PARKING, GRADING AND DRAINAGE, AND LANDSCAPE FEATURES. HOTEL BUILDING AREA 6 ; 1 T FLOOR GROSS AREA = 14,445 SF 8 MAPLE 1 �� — — — — — — — — 12 �,� I FOOD - 25 PARKING 2ND FLOOR GROSS AREA = 14,077 SF 1 Ra�BFD I SPACES RE UIRED i 3RD FLOOR GROSS AREA = 14,077 SF �o"DECIDUOUS ; � �` �� DAR LgNpING � t.p�N� � qNr/ , 4TH FLOOR GROSS AREA = 14,077 SF CANOPY '��PORT CORCHERE (NO WALLS) = I ,5G5 SF 1 � i IIT V . - TOTAL GROSS FLOOR AREAS = 58, 241 SF SF 482 SF � ` 1 A4qr! m C 802 SF `S, �� '��� /� `Rr . NG c ( a'� A�2 ii w �sFop RETAIL BUILDING AREA 36 �o _ GG©gF ENTER 26 1 C CANOPY h j �� F8 COFFEE SHOP GROSS AREA 2,090 SF 1� S 1 ♦ IS3 il,, :, i e� ! ASOVE 9 A 51� CANOPY ��r � SOUTH RETAIL BLDG GROSS AREA = 2, I G5 SF M �" �� TOTAL RETAIL GROSS AREA = 4,255 SF 1 P�q�rIAt n. t Wi _r_rtd l 4 _ G� w U Z W u- zo 6 pp000 R N F SEGMENTED CONC. ARCHITECTURAL SITE PLAN T=20'-0' k��U�C�FD CURB `pA�Fd p <gNDq o 8F WATER SERVICE SEE CIVIL V _�iBFop�NTFR YC 7-�,e� WATER SERVICE E HYDRANT SEE CIVIL FAR HOTEL GROSS FLOOR AREA/ SITE AREA = 58,241 SF / (2.30 ACRES X 43,5GO SF/AC) = .581 HOTEL AND RETAIL FLOOR AREA/51TE = G2,49G SF / (2.30 ACRES X 43,5GO SF/AC) = .G24 PARKING 103 TOTAL SPACES PROVIDED 10 COtvlPACT G ACCESSIBLE 93 STANDARD VICINITY MAP j U7 V ti t uaa 34413 �^ Pacific.Hwy + ' S3 { � � ro H, ,,_,:., = •T 5 348th St uu_, x�B a fetJ[nat yVay � CrG,xncj> ri 3 5 356' n hSr at a S .356111 `St •C. �Ir AAP LEGEN ® stv s AAA L.s, 1p � CAP CARA sA41AI" s*R y1*,,.# *in* yALVt *An* *wn rat WpltA l Poom Paz vlurn yAmw 1RL PtD GAs yALW "s Ll* WARM Log RESUBMITTED AUG 16 201? CITY OF FEDERAL WAY COMMUNrr r n r W fn co �o U CO Co 0) dQ L > L Lo m �41 Rironch%* Job Q permit NuffAwrs C/) C I L. X W VJ O/�O 00 cc Cu a _� _M o Itt-0 Z M LI ? ..J Q ry Lli Z Z zW 0 U v LL Q SHEET No,l AO, 1 LANDSCAPE ZONING DATA ME ANN- 10, kA 01 MOM wi �`� a- �,�'� ��/'�7®•� g�/.�1./�1�'•� _ �� ���• �td;w1 -. _-���. _/` _—_...-._ �� l i E I Lipp - s _ a 1 >I%: � � � , •'.W,, ¢ ..,v. �,n/J� _ fir ._ �\�;. �� ?'!� :, 'r� - t.�i•a�.�= -- _ i��� �� -,: , .. • . �:._,'� ,. a,• �� ..� :,.•' ._ s .IOW � ar ...,�— .,-���'� � _��.._-.�1- }`♦ )'� '�-f: n„•, ;:' .;i%"'s� � �-� �' �l r•�:. R _ .. _ `..11�C-,<-'_•���1\\�yy��,,.,yj�-�.,y��t. .I�/i`i'%t,.� ��� :q ��- •.t�► �, , o � rr:•f � '>. p�,�� ,+.1.�' � '-ter -- �i°voi..�a=,�,�� • / ':'ill.. c •. ® � � / 1^�/1�• v / '}.. ♦� � �/�r•`''�J� I�,� '4 ,�_..:'� �.(G`�r A �~ ' •.. 1 ,yam _ - a••. t�� 1 r >+. \ Q . � / �,�. rw' / , 47 ` R,r �� /- �1.,l�A v�' .. 1 '��J' ,�. � Ta:" ►' ��� '� ! ��ZI�� �'� 1 ape ' � �p L ''�-' m //� :,r�� � \0 � /�►`\''�,'�w y � ���r�'�'+��".,�'�► 'i� � 61�. © 0 - ® 'V ! � '', �. /r�! a�%','� ;>•_ir!,p � � `'�"`� ,.�• /r��� . Q��yly��'` ♦:�' �){'��r�+ \ J �•- `r k " 1, '�• y :-11< •rr :,,_ 11�,� ,� .1 1 ,(:rr�/ � 1 • � - ©��". '.`f�f •r '!►, �� (1 Yr'. •IICJ '1 f t �. r :1•` d;#".�. h � / k: r-t� /qy�, , � � i •`* ` 4. r ;;,� 1 ,��:`V ►� r r �Ir �y; lr W i (. ,if,: f. `'� � +',��� 'w��'�.r� �,- � ; .�. a .- A ' j �„ ! I■ ' � : v ,. _. .,.. :.....,• �'i r... n r,:71, e/ �(f !( ,i; '/ � (`Ef / // / tA? 1 T , ��- �c � ® ` � r -1�\,1�(1 ♦:rl�F(f ...,,/.�� � �r�l� I � , � � 1, j�Sl'V��� P•,yi� J•; L, ' .l � ® � ��• ilk 4y ��'j1 :. i I�i:•� / � � r ,��'� - ,I >.� _ ;. L+ � � � a •r � i r, ; I i ` // _a j .. - c .�\�` � • ® ` �, �• � � � lr�Tf, , yar � �, �/ ,f ; { , r •` .� ,f ;- j- v rr.. ® / � •.r•*` .rME.��` irr�•rrrr �� •, , , i.'�"•` ('• � �; I^ � � i 1. _. / ..y i� � � � \ ,rr•� �«,f�'!' � '�,i�t'Ijrr•I / �/ � r'� ♦ I a � 0 // n=rir.� \� i � ����t� 1/ M / Ln `+(i%i' �'?��`�n�1111�♦ j/+� //©v3�7 II �r,1'� ' :rr�',. ® �w�+ .y,.:,� �.�,,,ts,►.��► err � � Q I +'lg � - _b,rr ' 1 �•`' / 1 � � i 1 `�` / �' �r� �'�1r�1�G�._ 'AA (� , • ('rl"�(, EMI /(rJn .\ ♦, / I © / _ /�••���•1`lr\�*�r�ir �© / `' /�.. J ' r'f y,I^i�'Ir l�a� `_ l✓ �� `•ry/_/® ` / —•' "�. � �\l� .I`� �J��,� MOW, r • ' I I � j,w�'�'`Y • � ® .,* � � ',v a ��y / v� �,s•� v`�� 'aCJ m it r ♦ ♦ 1 ,dta. .� :� I , ^ ♦ \Q/ c�; .�r��+♦�i % T- ®� rf `��b /fi't :;,+'�,.5 .��il. '_� e��l Brij 4 ° i '` 1 ♦, i�♦i �i�! _ _ w ! '�,�l \ .1�,• •i s,r'�� 'YY . - ��{I �� � /.� � =�J� 0 ®_ © : i f i • • -. • • - . - • � y 11 � '� � a�. � n 1 644�♦ ` �. !ice r.(Q''^''�.!'Z1: � © i���� eV.����_- _� \I �. • `,� ,'C !♦i �, 4�i.p� � tiJ i _ �•i�• rz(! \.o'+C.� ��. 111� `, Y k.`..�'� - ./,G� • a�4�yr l"„p �?TL,.' (��i� e� •ice �� 'fir:..; , •+q� as Di' �.�!`•f AW Ell 1010 ,r '• • e = I - GIB !� � '8 `"-,Qy�?"'i -:... �' _ •- .. ', ;+•�� - � �© t� � `�"�4,..<<, �s.��i-fir' .�„�,�% '�'�"�1 ��� �'r•�� .M� ?'.air/ � 1 .r.�''_. Q /i �,� ", �.efeyr,,✓,+rr' ^�. �t`i,�rJ1a `�jrre u ��f. �� �1>=�-."�1\n��,��♦ �I II III I O II II '// .` - �%,�� .-err•:•:rr••r� 'ate., � ` �• � •y�; �+° ;� � ® - � _ _ s r F:� \\.1� �.'•C'>R� �� l+w�ttt . � ��I + ss'i1';• .0 / O ZVI . ���i\``\-. r ��il� t�� �', �'• ter"%�%/•r t`,yw a ,_ �r ,i_ ! �� ♦ilk 'vi�`''%-ii ;�ii4 PROPOSED LANDSCAPE PLAN WITH EXISTING TREE ArB REPLACEMENTS SH0WN ZONING = CE A PARKING LOT LANDSCAPE AREA CALCULATION AREA: 2 F INTERIO T E. 10g SPACES X 22 SF = 2398 SF REQUIRED. PROVIDED PARKING LOT LANDSCAPE AREA = 5295 SF TOTAL ALL COUNTED PARKING LOT LANDSCAPE AREAS ARE GREATER THAN 64 SF, AND NAVE AREAS NOTED- LANDSCAPE BUFFERS AT PROPERTY LINES_ 5' MIN- REQUIRED AT ALL PROPERTY LINES STREET TREES a ROW PROVIDED STREET TREES AT 344 ST- ONLY = 11 e 25' MAX• SPACING STREET TREES PROVIDED BY CITY OF FEDERAL WAY ALONG 5R99 = 2 RETENTION OF EXISTING TREES ON SITE ALL SIGNIFICANT EXISTING TREES EXCEPT 1 WILL BE RETAINED ON SITE. SEE TREE PROTECTION DETAIL (o/ L3, TREE DENSITY REQUIREMENTS REQUIRED REPLACEMENT TREES ON SITE = 4e TREES (20 TREE UNITS X 2,44 ACRES SITE ORIGINAL SITE AREA) EXISTING TREE UNITS = 42, EXISTING TREE UNITS TO REMAIN = 38 PROVIDED SUPLEMENTAL TREE UNITS ON SITE = 120 TREES, EACH 2" MIN- DIA• IF DECIDUOUS t ro' HT. IF EVERGREEN_ ( STREET TREES ARE COUNTED-) TOTAL TREE UNITS AT COMPLETION = I BICYCLE STORAGE PROVIDE (2) RACKS WITH (2) SPACES a HOTEL ENTRY 4 RETAIL BLD, INSTALL WITH ro" DIA- X IS" DEEP GONG_ FOOTINGS_ PUBLIC SITE AMENITIES PROVIDED (2) PLAZAS WITI-I FIXED BENCHES, RAISED PLANTERS AND MOVABLE SEATS AND TABLES, (4) TRASH CANS, (1) BENCH AT HOTEL, (1) CLUSTERS POTS, WALKWAY FROM RETAIL PLANflN1,7U dAE W-1 L ANICAL NAME COMMON NAME SIZE REMARKS ACER CIRCINATUM VINE MAPLE 1 1/2" CAL MULTI -TRUNK 54B ACER RUBRUM "RED SUNSET" RED MAPLE 2" CAL STAKED 545 CALOCEDRU5 DECURRENS INCENSE CEDAR 6-10' HT, STAKED BaB CORNUS KOU5A "MISS SATOMI" PINK KOREAN DOGWOOD 1 1/2" CAL MULTI -TRUNK BBB LAGERSTROEMIA INDICA GRAPE MYRTLE "CATAWBA" 1 1/2" CAL, 'CLEARSTAKED 545 MAGNOL A STE LA PNK STAR MAGNOLIA 1 112" GAL MULTI -TRUNK 545 PRUNUS BLIREIANA PURPLE LEAF PLUM 2" CAL STAKED 545 PINUS MUGO "PUMILO" DWARF SWISS MOUNTAIN PINE 24" SPR PYRUS CALLERYANA "REDSPIRE" RED SPIRE FLOWERING PEAR 2'CAL STAKED BAB PINUS THUNBERGIANA JAPANESE BLACK PINE S'-10' STAKED 545 TI-IUJA O. "EMERALD GREEN" EMERALD GREEN ARBORVITAE (o'HT 545 TSUGA MERTENSIANA MOUNTAIN HEMLOCK 6-VHT STAKED B45 ABELIA GRANDIFLORA "MARDI GRAS" DWARF VARIGATED ABELIA 3 GAL- 4' O.C. AZALEA KRUME "HINO-CRIMSON" HINO AZALEA 3 GAL, 3' O'C• ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY TREE 5 GAL. 4' O.C. CAMELLIA SASANQUA 'YULETIDE" RED SASANQUA 24" HT. 4' O•C• CORNUS SERICEA "SILVER CLOUD" VARIEGATED YELLOW DOGWOOD 5GAL 5' O_C. MAHONIA AQUIFOLIUM OREGON GRAPE 24" HT. 4' O.C. HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 5 GAL 4' O.C• RHUS TYPHINA "LAGINIATA" CUT LEAF STAGHORN SUMAC 5GAL, 5' 0rG RISES AUREUM GOLDEN CURRANT 5GAL, 3' O-C. RHODODENDRON "JEAN MARIE" RED RHODODENDRON 5GAL• 4' Or-, ROSA RUG05A - PINK PINK RAMANAS ROSE 5GAL, 3' O.C. SPIREA BUMALDA "GOLDEN FLAME" PINK FLOWERING SPIREA 5 GAL, 3' O.C_ SARCOCOCA RU51FOLIA 5ARCOCOCA 5 GAL, VIBURNUM DAVIDII DAVID VIBURNUM 5GAL• BERGENIA CRA591FOLIA WINTER BLOOMING BERGENIA 1 GAL 18" O.C. COTONEASTER DAMMERI "CORAL BEAUTY" BEARBERRY I GAL 24" O.C. ERICA CARNEA "RUBY GLOW" RED HEATHER I GAL 18" O.C. GALTHERIA SHALLON SALAL 1 GAL 24" OC. HEMEROCALLIS "STELLA D'ORO" YELLOW DAYLILY 1 GAL 18" O.C. HELLEBORUS 'YELLOW LADY' YELLOW LENTEN ROSE I GAL 18" O.C. LIRIOPE 5PICATA CREEPING LILY TURF 1 GAL 18" O.G. MISCANTHUS SINENSIS "PURPURASCENS" FLAME GRASS 5 GAL 5' O.C. PENNESETUM ORIENTALE ORIENTAL FOUNTAIN GRASS I GAL 24" O.C. PARTHENOCISSUS TRICUBPIDATA BOSTON IVY I GAL FIX ON GREEN SCREEN POLYST CHUM N WESTERN SWORD FERN 1 GAL 24" O.G. GRASS - 509. MIXTURE PERENNIAL RY AND RED CHEWINGS FESCUE OR EQUAL, INSTALLED AS SOD, LEGEND ROAD/PARKING ,•'�'' ^ NEW CONTOURS \, EXIST. CONTOURS N,/ x XIST, TREES (DEMO) � P NEW- BLDG_ / Nti� l NEW FENCE EXIST. TREES (RETAINED) \Q� NEW ELEVATION _ / X _ _ EXIST, TREES L•O•D. ANNM CONC. RETAINING WALL 00"1 0QaQOo STAMPTED GONG- �p NEW TREE, SHRUB CONC• PAVING �p p o 00 ,r-., 0 04° t ib PLANT COUNT NEW GROUNDCOVER Fo PLANT SYMBOL z z w cc Elm z 0 c a r , cj cf 1i _� III uj It i. f L / P t . CL z / %I 1 v ) Di STATE OF WASH INGTON REGISTERED SHEET LANDSGAPIR AROHITECT GEORGE BRASLAW CERTIFICATE NO_ 3�3 EXPIRATION DATE 12-20-2011 t 9� 2' 0" r!-%lrnl t% ILI r 1 1- n —,— n. 1 ... Level Q,1 1 RETAIL ALLEY SOUTH ELEVATION -r1-�n wlnnn nrwlr n�nrw nwl� RETAIL ALLEY NORTH ELEVATION 6" PREFIN. METAL COPING, TYP. RAISED PLANTER & BENCH DRIVE UP WINDOW UNIT OPAGUE AWNING REVEALS, TYP E.I.F.S. TRANSPARENT W/ LIGHTS y21 0 F AWNING, TYP 2' RETAIL NORTHWEST ELEVATION I n RETAIL SOUTHWEST ELEVATION c 1 cc RETAIL SOUTH ELEVATION 1/8" = 1'-0" RETAIL SOUTHEAST ELEVATION n RETAIL EAST ELEVATION c 1 i I, Cif f jlTi RETAIL NORTH ELEVATION Lev_e 11 OIL 0" _ Level W v3 U)o U �o ' �>Q L r L r �yy►► Lo W ti r L N O % 0 M O L ' o Q U m O m z tii p z a a J W Z w LL = J O m � t/) J Ui a- W w cc �za w� � i Co.) = i O cc W L O �L x W PRINT DATE: 7/31 /2017 5:25:29 PM SHEET NO. A2.01 GATE AND POST 0 1 4 \ CMU WALL WITH DAMP PROOFING 1 M 1 BELOW GRADE LEVEL. REINFORCING I 1 #5 AT 32" OC VERTICAL. 1 -- — — —� CONC. FOOTING 16" WIDE r L---------------------J X12"DEEP WITH 2#5X CONTINUOUS BOTTOM. GARBAGE ENCLOSURE - NORTH 1 /4„ = 1'-01 1 .......... I I CMU WALL WITH DAMP PROOFING O I BELOW GRADE LEVEL. REINFORC NG 1 �e) I #5 AT 32' OC VERTICAL CONC. FOOTING 16" WIDE r L-----------------------------------.J X12"DEEP WITH 2#5X CONTINUOUS BOTTOM. GARBAGE ENCLOSURE - WEST 4 1 /4" = 1'-011 0 ih I FCJ C L7 ` F - r` : I CMU WALL WITH DAMP PROOFING I BELOW GRADE LEVEL. REINFORCING I 1 #5 AT 32" OC VERTICAL. r -'<CONC. FOOTING 16" WIDE L — — — — — — — — — ———— — — — — —J X12"DEEP WITH 2#5X CONTINUOUS BOTTOM, 3 GARBAGE ENCLOSURE - SOUTH 1 /4„ = 1 '-019 0 o0 a GATE AND POST GRADE LEVEL GATE AND POST GRADE LEVEL A408 4 3 II II I I I ( A408 II II �i�T--------------------- ------ALE Z— CONC. FOOTING 16"WIDE L-L————————————————————————— — — — — —- J X12"DEEP WITH 2#5X CONTINUOUS BOTTOM. n GARBAGE ENCLOSURE - EAST 1 GARBAGE ENCLOSURE PLAN 1 /4" = 1'-0" 1 /4" = 1'-0" w wF— a m c° r o r CO CO w z o -.00 E-- Y Q 2 0 0 U Cl) Z -o0 O 5 > LL1 Of w 0 0 z Franchise Job ID: Permit Number: L M X++ O O O W cn TpT VJ C 2 _U >* UCU _M CU O d- Z CM LPL U) zo �z� w J � Q z o �0�z� z W O Q > w 0 SHEET NO. AIW 0 E 9 0" 21 Oil []C\/CAl C' IAI r I r 0 r%IM AI I IAA RETAIL ALLEY SOUTH ELEVATION 1/8" = 1'-0" rnAKI[: flAMr-KIT A\AIKIIAV'l RETAIL ALLEY NORTH ELEVATION 1/8" = 114, a Leve l 1 � 0" 6" PREFIN. METAL COPING, TYP. RAISED PLANTER & BENCH DRIVE UP WINDOW UNIT OPAGUE AWNING REVEALS, TYP E.I.F.S. TRANSPARENT W/ LIGHTS �21 - 0 AWNING, TYP RETAIL NORTHWEST ELEVATION Level 1 — Oil - - n RETAIL SOUTHWEST ELEVATION C I C Q RETAIL SOUTH ELEVATION 1/8" = 1'-0" RETAIL SOUTHEAST ELEVATION 1/8" = T-0" RETAIL EAST ELEVATION C" I - n .... .. �. - _ - . _ . _ RETAIL NORTH ELEVATION " 0 Lev_ei1_ 0� Level1 _� 0-1 W (o U//)� V/ Q U 00 aQ 7� L m r , L �MM L W i ti T L N O .G C6 s m o m z W c z o a s = J. o c Q J W Z w 0 u m — J v� Wes' Q a F— -- W W cc �za � W � T i M = PRINT DATE: 7/31/2017 5:25:29 PM rA T NO. .01 .� 1/8" = 1'-0" 1/8" = 1'-0" CALL WFOM YOU AS -BUILT GRADING AND STORM DRAINAGE PLAN 1'm20' 1-WO-424-&W 0 10 20 40 AS -BUILT GRADING AND STORM DRAINAGE PLAN rRi 1'620' EX SOAVt 10 20 40 / / I I n : , IE-26 T !/ I I F 1, I N - H j i OF 80T. EL-_BS.43 (8� 1 Fl.-2S7.115 pF t0P EL- 2099 (,2,I ! I I J I! iFj 2M90 i PoM-267.89 1,11 j EX50NG BIMINNG \�\. 1-6 = 11 0^ I _ � � , I YIiS1 a• 1• ------------ I� e • s - All R w' I r - E•T 1 - I X- It r I i 1 l-,Nll-,a• h •;1. t'7t �: �' 'may s� � ( 4� .9- r }, r •r i 9: r s� 'r A. # �i / .r . / RI' , �r + x i• r=� � r fs �� r,• s Y i `- .4 _'IIEI�. a 1. ht / r� 5,y •.y d� Y / t% Q r i� , a 7, a gl yr 3 � ti ,�r} Q1,1. g�3 isrr• v:to bop Y' L'/��"�': .r •;'r, fYff�''S�p3�f�p% .i�j L�yr.✓r+/rrr. ' :. t•` '-1+�' ` b�`';^'',,�'.1 � Tu era - >. • `b / ? r Q S U 0. I. 1' `L_ ft• 4 a . L-•'��Ki�r>�r��el��+�6z�Rsaz�r='�._al�a���a��es�:s����"m��s�; X � t I I - I I n ... Y�S I .. 'CBN2 TYPE 1 . . M." as(lz' S) t am _ ... h I g L t / r r 1 t , 2.OX .. t t S H.P. 7 7 r Y i Nri / 7 t r r . r/ t t t _t A t , , t �, . tPEv o a4s.4 Tilllid`11�➢�[lllillIlelyi?fF�YLt�Y•�•l,3'i'.1�I�1��1��•NZIl/♦M t .. .� ' ppry, � 7v I NI r 3 t 0 a t•�sx 1 ^ � �•I�VE1.. 27550 °' :O` [ gY.,✓ QE :AREA 2770 no of NEW MAINTENANCE FF.• 277A - � E f- r. �f ;r �i:+• ' M I / C8 48 TYPE &46' / r I + • I E-?G9.J? 8 STY •S r � >z� i 269N !z• sE � r + I .E c PEE g' ?7as2 e• � r f r r � 1 6 J2 �? A j yf� 7 / l \ 9 lr r SNP LT pIW-?7J.8i 1 / d �l •�f Try y ,-r t 7 S / /' � :. Ste(• FUTURE PROPERTY UNE SITE CALLI Qi NEW EXTRUDED CONCRETE CURB (PER DETAIL SHEET 06) O2 NEW ASPHALT PAVEMENT (PER DETAIL SHEET.06) - Q NEW ROCK WALL (PER DETAIL SHEET C7) ® NEW FENCE (PER ARCHITECE) . LF FRENCH DRAIN DETAILS AT RIGHT A C4 � Q %> _•x• - } cc in Z C Z.N:A __ ZS V F Qg Ix i i RIM-297.12 =29234 8' S) 1 91.1, tT �i P ((20` E) I.E=290.98 (8' OVERFLOW BOTTOM) I.E-293.48 (8' OVERFLOW TOP) �i `g �• (n T Q g ... NATIONAL GEODETIC VERTICAL DATUM OF 1929 - 1 29 (CITY OF FEDERAL WAY) VERTICAL DATUM: (CRY OF FEDERAL WAY) BASE: CITY OF FEDERAL WAY BENCHMARK NO. 2161 1, RAMSET ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF SOUTH 336TH STREET AND PACIFIC HIGHWAY SOUTH ~ 2 ELEVATION: 348.81 � ]. / rt SITE 1 CSTRFEGIN SPIKE SOUTH OF SOUTH 334TH F, 20' +/- WEST ET coTTo OF EASTEDGEOF PAVEIAENT FOR PACIFIC HIGHWAY SOUTH. ,/ r ^ • qt, �. , /: ,. `1' EX. SDMH ELEVATION: 295.31 O Z o a _ LLI N �• t Mtrf SITE 2: CENTRE POINT SURVEYING POINT NO. 8, FOND PD NAIL WINE WASHER '1 Q MO N N 7521; AT THE CENTERUNE OF ROAD WITH CUL-DE-SAC AT THE WEST/NORNIWEST 1 p o0 1F.,'5 k '1. 6 ! 6 li i 12` & 2g• - - REMA1 CORNER Z Oi t0 oro C r<s �• � + "Fi' r ; r J " � � ELEVATION: 267.91A, ell / CERTIFICATION O COa'I'O,Y AS BUILT INFORMATION SHOWN ON THIS PLAN IS _ 4, il` /gib• `:/ .��• THEDDER MY FIELD ON. PERFORMED BY CV ME UN H. O t SURVEYOR GATE ' ,l�" w S `Tau. r .per 1A'" f: t+,.., :; ,: ... ''tom., t ,v A• �SnWCUT ` `�` VH:i gAL DATUhk NQVD 2D PEFUrNO.: OF10(G56-000-00-CO t- , kr", r ( (�✓ y; , `\- 0F101587-000 00 CO t yi9 afr ' J f 01-V*73-000-00-EN y p cONy� t i , s athF Om( OF FEDER4L WAY \ tit 1.- 1>•Iltl INIE1 ■I�t■ t ! i���If X RII' f ltl�l■ i'lsl�u \ �sr a�°a v`� ,i l/�.. +�.�'° LRIEkR• .yi�y' i ... j- ; I i ` 266. 7 --.,, , '•` r . ORM 7'• I i I '�` P •HONE / Z r,. ;'� / .. / �r7 N IT" EX. TANK r r. T 1• t . / 1 r 1 I / l• / �. •r x r#: 7 J I Tu i /'' \ ,• f / _ . 4. xrr fir. ar t I I 266.0 r yJ �•:� ,L� .,� 2850.;r' UNE I E'x6 M1 C rr I r / I I 4 �,,,: y r't :y I I I aE�-�t,�€;f>a.� - .• �.+. .r •,� /F"_ TYP.Eki��•ty(I `9 / ' o •s• - r<r 1 r r/ / / r• Cs 2' I r Fr , f p •.; J 0 + u' r.% a / / C0 f- s / r N: t (� i I) / tr h / / t } i r 1 / 0+ t r S � J E%'S011N 2862 ! ! O 3 m ix To ./ a + IdN=184.54 id�S T'%j„4Y W ...v,. & 4 may:. 3 a� / I try%•071W� >�j ; r-;•yR: � r 0+ I 0/ a.,n �I I �j f ,f �r � r / •b/ + 1. { d I` I1 S l I RN1t� i 21/ r. i FODTIN(•,D / iEI I I -ti r' a I � - 1 .1 7 � �.,,, r� l FFr 267.0 i - 79 /2 Slr r b4�s a' 'Q" i 7 !. 2e' rE=179r2 W)r+E - SffE CALLOI (` � !r,) a16r q rl2• FJ / - /~' NEW IXIR(1DED CONCI PER DETAIL SKEET C6 �i:I r rr /a E Z7S i07 �6:r� Ib ID NEW PER DETAIL PHALT PAVING SHEET C6 ,i-275AXi rlF' Ov1 287-0 i . j�fi` ✓- i , }t(� lr N[iY DECOpATIVE /;\ ✓ O3 NEW CONCRETE PAD TW-284.0 -__�1 y4'Ld ;• (Sr�4'.'_'�^s. ROCK WALL /: \. / / PER ARCHITECT (PER ARCH284 r' ® NEW MODULAR BLOCK • Y-----_-�--� .N yrG fi fie,tr. REC� \ .___. ... BLOCK OR EOI NEW ROCK WALL rt .- Jr. yr ,L„' _ _ PER DETAIL SHEEP C7 MAX. Sox tr/�' � :+ i _ 7! 6 / / NEW -�- .FENCE I> .. , � �i= ,, :� .` ••W, �' rr � fi r?;�.,� -- _�? O l.6I-tE EX. EL '` / ! C;-�- PER ARCHITECT - n.,�yX.'. _. �P :/r .fi•b !rti✓t ; ':9 t�-�'' t .'mil':".'w?rcq. .� -. i ti a rYrf ..,��n AIM", ,+i'r�'•+ i ,. �2 \\ ..,'r- / .Cl ryg .,: :. bra Ocr „_. r, E .+:' '.rf?�t' :++i / . � + . a'O' .. _ .. .. -. N89'4 ' •W i34.1� - -� NEWEX a _ r y1. L ) - n n 242Y. t - z r. r .�• r / r fAl1E ,/rt DEEM r - NE1V Farce w � .x'� _ \ DIDICADON = PER ARCFLT 2 E 2B . 2 T ' °-- U ,c. -•F' �, ':;,C6 4k TYPE. y rf An'• O r 274.49(11 EJr `]---__-_-__ .. .... :. ;-,•:n. b" '. - ,,.. -. ... i -u r. z .. r, ..+ h�!$I�G ..�.:•/E=279.Oz(r2'.-EJ) I� a srny - ,�"✓/.; i rip,./ k^ t.<E-278.99(12':.LY!) j•�..,�yy�� ft r, v 1 _ _ F f" 1 282j 8r- ,2Ba 79&$1c - - RIPRAP AT 9 ^ - __W- _VI- - -Y/-' - - -W- - - -Y/- - - - -tY- - E 1 - __. _. _ .__-____�-__e_�=_-� .:. z. , _. _ _ _____-__. __,n__- .r. _.-r-_--_,_..•.. _.. a_ _ .,. _. _..._. ._.____,_. _. _.. .. ,_o..-> ._. _. .. ,..-. _. .. 0 s MU I _/' - �. -,,-} : _n- ,_ _. ._t.- - __ -_.x-. - _.. _.-r, ._ .,_. _. .. µ.__ ._. -_ !• �- li ., -~K __ __ _. .r __ _ a .- - _.. _ v, ._. -:. -_ .._ _ v _ \ii C. r R P ER / LTR-ITV CONFEJCT NOTE IEEr / CAUTM THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY1NG THE LOCATI / OF ALL EXISTING 11TRITIES WNEBiER SHOWN ON THESE PLANS OR N( _ / lRiL1RE5 AND SURVEYING THE HORIZONTAL AND VERIICPL LOCATION f 01. SHAIl G I!R INCWOE CALIM L1TY LOCATE T . O 1 -800-4 4- 2 5555 A ALL OF THE AT IXISEIMG lITR111E5 LOCATIONS OF N EW URUTY OUi / VERIFY WIEEIFiER OR NOT CONFLICTS LOCATIONS W SAW ED PLANS ARE BASEO.,UPON THE UNVERIFlW PUBIC INFORMATKXR AND . IF CONFl1CT'S SAO fRD OCCUR THE COIrITNCTOR SHALL CONSULT am / / COFAl1LDNG ENGINEERS, WC. TO RESOLVE ALL PROBLEMS PPoOR TO O CONSTRUCTION. 7- / - / - CONTRACTOR SHALLBE FlIU.Y RESPONSIBLE FOR OBTAINING PERMfiS WASHINGiON $FATE �pf�PpAR111ENT OF NATURAL RESOURCES FOR REMOV REPUCBRG ALL SURVEY MONUIEMATION TENT MAY BE AFFECTED BY Iy TOP OF POND EL-270.0 i y21 f s M fr: i I -_ - _-- --- ---- .__ _, __. ..- - .-- - -- IX' - - - - -- -- - •- -- -- - --.. - _. _.. rFLOW oEPTN- 0.2, No WX w.S a-2G9Jr y ,r a 1 IaN-2bs.as _. - _-- .---...._ _ _... __. __ __ .._ -- --. ..... _.. -_ __. J, )' o.'� IILLI/ a I IE-2B4.03 1Y IE-28283 1 S) STAl1C w.s EL-zaltco I s,. I I ( E) ,_ __ rE=zez.9'e 1z {TOP OF POND EL 270.0 BOTTOM POND EL-259.3 - - i 9 I 1 , ! 7 / TOP OF ROCK Ei 269.5 LIVE STORAGE REWIRED-109S75 I 37 �r o 0 0 ( o 0 0 3:1 6• NIR LIVE STOR PROVIDED ,T..)=112,841 CF I I `- 1' - BENCHMARKS: i BOTTOM OF ROCK EL, 269.0 DEAD. STORAGE REWIRED-28.581 CF ' I DEAD STORAGE PROADED-32,143 CF RP. RAP PAD SHALL BE i FOOT :Hip(, 7S FT. WIDE AND EXTEND 1 Fi. ABOVE CROWN OF PIPE PoPBAP SHAL.I. i 6' MIN. DEPTH, 2'-6' DIA _ NATIONAL GEODETIC VERTICAL DATUM OF 1929 - NGVD 29 (CITY OF FEDERAL WAY) OUMHt'SPAILS OVERFLOW SPILLWAY DETAIL NOT TO SCALE 'W" As -BUILT F AS BUILT INFORMATIRMI VERTICAL DATUM: (CRY OF FEDERAL WAY) :FIE R INFORMATION SHOWN RESIN.: OF A FIRE SiSiME OR UNDER MY OIRECIION. EVSE: CITY OF FEDERAL WAY PEDESTAL PAD AT T K NOE OF NORTHWEST CORNER OF SOUTH 336FH 611JI02 ASBUILT-REVISIONS STREET AND PACIFIC HIGHWAY SOUTH. / SURVEYOR ELEVATION: 348.81 SITE 1: PENIRE POINTE SURVi NO. 7. BET M1TT0M = c Kg ml TH qF - tutu WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE tilt WASHINGTON STREET S.E, P.O. BOX 47060 OLYMPIA, WAS NGTON 98504-7060 UPON COMPLEDON CONSTRUCTON, ALL MONUMENTS DISPLACED. RE DESTROYED SWVl 8E'REPIACEp BY A REGISTERED LAND SURVEYOR, A AT THE DIRECTION OF:THE CONTRACTOR, PURSl1AM. TO THESE REWLA APPROPRIATE FORMS FOR REPoACEMENT OF SAID MONUMENTE RE SHA RESPONSIBILITY OF THE CONTRACTOR, MffMPAL DATIIAk NOVD 29 (CITY OF FEDERAL WAY) IL 0 F- z O U L W LjZ ~ z = N S w co wQ w< Q w 0 Q W O t- Q r � N N r o N = -5; Z •� a) O y 55 U W of LLL. W I� H � N Z � � FRANCHISE JOB ID: SEAPH PERMIT NUMBER W L QL (Y) W Cn `_ 00 — v � ca • -- _M o .L. C0 ui VJ w ��nn V z -' z O z p I- ry m J W East Elevation 1 /8„ = 1 1_p11 MANUF. VENEER STONE EIFS COLOR 3 NORTH ELEVATION 1 /8" = 1 '-0" SOUTH ELEVATION 1 /8" = 1 '-0" KAA61I lr %if7Kirr-n nT^Klr Rarrnl I— O Ld Ld W C� Ld ~ ~ V) S Z S w N W V w p J ¢ W H Q h � N N N r, I a (A c 00 NmQ W - .2 U M Q ' LID a) C Lo c z g O Mn w ry w 0 O Z FRANCHISE JOB ID: SEAPH PERMIT NUMBER cn cn a� �'� M W to 00 c Q c _ (c _M o CM LL V z �^ W Q w J z O _I I'1r1 z Z a > N o W W J Cn W Q d. SHEET N0. A2.2 20 — CTR SEC. 20-21-4 FND 1/2" REBAR 10-10-16 FLAG NOTES: 1 PROVIDE (2) 2" PVC CONDUITS WITH PULLSTRINGS FROM MAIN ELECTRICAL ROOM FOR FUTURE ELECTRIC VEHICLE CHARGING STATI ON S. D:�STUB-UP CONDUITS ABOVE FLOOR FINISH, CAP AND LABEL FOR "EV" CHARGING STATIONS, IN MAIN ELECTRICAL ROOM. D:� CAP ELECTRICAL CONDUITS BEYOUND CURB. VERIFY EXACT LOCATION WITH PROJECT MANAGER. ELECTRICAL CONTRACTOR TO PROVIDE CONDUITS FROM THE TRANSFORMER PAD TO MAIN ELECTRICAL SWITCHGEAR LOCATED IN ELECTRICAL ROOM. SEE SINGLE LINE DIAGRAM, SHEET E-500. MAINTAIN MINIMUM CODE CLEARANCES AND ANY OTHER UTILITY REQUIREMENTS PRIOR TO WORK. D:� ELECTRICAL CONTRACTOR TO INSTALL 2-4" CONDUITS FROM THE TELEPHONE UTILITY VAULT TO MAIN TELCO BOARD FIELD VERIFY EXACT POINT OF ENTRANCE LOCATION WITH PROVIDER. D:� ELECTRICAL CONTRACTOR TO COORDINATE EXACT LOCATION OF MONUMENT SIGN BEFORE ROUGHIN. FL VERT. Qj)-u a i-L i-L IL NJ A NO PARKING NO PARKING SIGN „ FL VERT_ CURB SIGN PL1 Z PAG$'G:{M SPACE 2 PARKING SPACE L1 A-1 #10 oC� a PL1 L1 A- 3 -� #10 O VIA LTG CONTACT a ® .,,., 0 L1 A-7 #10 L1 A-9 #10 ,� � JUMENT SIGN VIA LTG CONTACTOR SPACES 1202 SF PL1 �e a 13 ce12 L1 A-11 #10 VIA LTG CONTACTOR 3 11 i 7. IN/, / j P�1 qcF P PROVIDE CONDUIT, SIZE QUANTITIES PER UTILITY REQUIREMENTS. v R6 M SB 0 R MAIN ELECTRICAL �0 R SWITCHBOARD IN ELECTRICAL ROOM. o� va � o �o UV D� o O SERVER ROOM.- O W SITE POWER & LIGHTING PLAN N 81 °4 7'2 0 - --''' - "W 157.85' STOP Lf- FEDNA(`E 2 To y r 00 Fro L 12 L1 A-5 #10 VIA LTG CONTACTOR L1 A-13 #10 6 VIA LTG CONTACTO v W � d 11hF1 SET NA & SHE LS#1 ® 7,3 / 6\ PC S Tq 6\ 6 PL1 PC STq 66,�_ S Tq � l 66--l- 61. 99 S9 C 10 i P RKING � _SIGN 9 J� 47 R \ STq 6s�, 9 3� SF99 F -0 ROBISON ENGINEERING, INC 19401 40TH AVE W., SUrrE 302 LYNNWOOD, WA 98036 206.S643343Ta. w cn 0 m x X � N x 0A C 7 o m m Z Lu z o d W M (1) =0 W 0 jr CID IL 0 X NQ W }3 Z Z V i' _ _Q LL V o(LQ W a 40 V)LL 06Z ry J W a 3: 0 Z —CL C.D SHEET NO. EO.02 SCALE: 1" = 20' 0' 10' 20' 40' LUMINAIRE SCHEDULE CALLOUT SYMBOL MOUNTING DESCRIPTION MODEL VOLTAGE LAMPING WATTAGE PL1 CEILING POLE MOUNTED LIGHT LSI INDUSTRIES, INC, 120 (1) 154.1 ao XALM-FT-LED-SS-40-IL R6 CEILING CANOPY FIXTURE - DROP RAB - VANLED 40 N W /D10 120 (1) 40W LED 40 0 LENS SD SURFACE BRAND - EXTERIOR DECORS USA - 12 LED DOWNLIGHT 120 (1) 13W LED 13 o DOWNLIGHT SU SURFACE BRAND - EXTERIOR UPLIGHT DECORS USA - 24 LED WALLWASHER 120 (1) 32W LED 32 SX SURFACE BRAND - LED 'X' LIGHT DECORS USA - DU-CR-4 / 6-CWX-P 120 (1) 5W LED 5 WW WALL LED WALL PACK LITHONIA LIGHTING: DSXW1 LED 20C 700 120 (1) 47W LED 47 e 50K T3M MVOLT DSSXD 0' 10' 20' 40' NO PARKING SIGN .2 0.3 0.5 0.7 1.1 .3 0.5 0.9 1.6 2.4 PL NO PARKING FL VERT. CURB SIGN 0 0 0.0 0.0 0.0 0� --- - -0 ^ 0 4 0.0 0.0 0.0 0.0 0• 0 0 0 N81 °47 20"w 1578 0.0 .0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 STOP 0 00 00 00 00 2 g 2.9 2.3 3.2 3.0 8 PL1 3.1 2.4 1.9 1.4 1.5 2.9 PL1 3.0 3.9 3.5 0. 0. 0.0 0 � Hd �))D 3 0.6 1.3 4.1 0.1)0.1)8 3 31144 5.4.4.5 4..7 3.4 3.4 3.0 2.4 .7 .6 Z. 4.2 .8 .2 ��� Q ��� 0' e8e ce 4 0.7 1.5 5.3 5.9 5.4 4.4 3.6 3.6 3.3 3.1 2.9 2.5 2.2 1.7 1.4 2.3 4.3 5.2 4.3 (l 0 nn 0 0 3 000 9 Qo 8 b.4 0.9 1.9 5.9 6.2 4.9 3.5 2.7 2.5 2.4 2.4 2.2 1.9 1.7 1.4 1.6 2.5 4.4 5.1 4.4 0 0. SET NA & 0.4 1.1 2.2 .7 5.0 5.7 5.5 7 1 2.2 2.0 2.1 2.2 C2. 1. 1 7 .5 1.8 3.2 4.0 4.5 4.1 3.1 1.5 1. 4 2 HE � .�1 7. 4.0 4.3 4.4 4.2 4. 1 0.4 1.1 2.0 9 5.3 4.4 4.8 4.0 4 o 403. 3.Qo 8 3.9 4.0 2. 2 .0 .5P 2.0 1.6 1 �. 1. 1 9 .0 i.4 0.3 0 1 L 1 a 0.4 0.9 1.6 j ll.7 3.8 4.4 4.1 40 3.141 3.0 3.1 3.5 2.9 �2. 3.3 3.0 2.7 2.6 3.6 3.3 4.0 4.1 4.0 3.8 3.7 3.1 2.7 3.1 2.8 2.15 2.5 .7 2.8 2.6 2.3 1.4 0.6 0.2 0.4 0.7 1.3 1 3.3 4.1 4.5 3.7 3.2 3.3 3.5 3.6 3.4 3.2 3.5 3.3 2.9 2.7 2.9 3.8 4.2 4,3 4.2 4.0 4.0 3.7 3.4 3.9 3.9 3.5 3.1 3.0 3.2 3.4 2.4 2.8 1.2 0 4 lePL1 0 6\ 1 .0 1 0. �\ va ROBISON ENGINEERING, INC 19401 40TH AVE W., SURE 302 LYNNWOOD, WA 98036 206364-3343 TEL e- W cn 0 m X � X N X a, 0 O p}p m Z LLi z o 0 0.4 0.6 1.1 .8 2.8 3.9 4.3 3.6 3.1 3.1 3.2 3.3 3.2 3.2 3.2 2.7 2.6 '2.hY44 p�kR.K0N* 4.1 3.8 3.5 3.5 3.5 3.7 3.7 3.7 3.3 3.1 3.2 3.2 2.3 2. 1.6 0. 0.2 o sQ 0.3 0.6 1.0 .6 2.7 3.9 4.3 3.8 3.1 3.0 3.2 3.2 3.0 3.1 3.0 2.6 2.2 �2 3.9 3.9 3. 0 2.9 2.8Lu 3.0 6CC 3 3.4 �,Q 3.0 3.2 3.3 3.2 1. 0. 0.2 (( /�,� �p % w 10.3 0.5 0.8 1.0 4 3.7 4.1 3` 3.0i��4p�?. 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O _ Q , 4�z W �o 0.2 0.2 0.4 1.2 3.40 2.7 3.8 3.9 3.2 2.2 2.1 2.1 2.3 2.6 2.8 3.0 2.9 2.7 2.3 2..3 2.6 4 3.3 3.3 / 3.6 3.9 4.4 5.4 5.6 5.2 4.7 4.3 3.5 2. 1.8 1. 1 0 OD 0.1 0.2 0.4 1.1 .8 3.5 4.3 4.3 3.3 1.8 1.5 1.4 1.4 1.6 1.8 2.0 2.1 2.1 1.7 1. 1. 2. 2. 0.4 .0 4. i 5.2 5.4 5.0 4.6 3.4 2. 1. 0. 0.5 is 6 SF t""L 4' IR 0.1 0.1 0.22 .8 1.9 3.8 5.0 5.0 1.4 1.2 1.1 1.0 0 1.1 1.2 1.4 1.4 1.1 0.8 1.0 .7 �.3 .8 3.5 4.7 5.2 5.5 5.1 4.5 3.3 1. 1.0 0 o 11 0 Z = w 0.1 0.1 0.2 .5 1.6 3.6 5.1 6 1. 8 0.7 0. 0. 1. 1.0 0.8 0.6 0.6 1.1 2.1 4.1 5.2 4.8 4.6 5.1 5.6 5.6 4.8 3.3 3.8 1.9 .8 .4 P RKING �`�, } SIGN Z U A, vLL 0.0 0.1 0.1 0.4 1. ' 3. 5. 6. kc 0: 5 0.5 0. 4 # 0.5 1.1 3.3 11.5 .6 1 7.7 5.3 5.6 5.5 4.7 3. 2.4 1! 0 7 0. ��J �� Q J 0.0 0.1 0.1 0.5 7 4 .4 0.5 5.1 1 26.4 016.2 6.3 5.1 5.2 5 3.4 2 1.0 Q (L Q R6 Q 0.0 0.1 0.2 0.5 1.1 �L.4 �3.8 0.3 0.5 1.6 o 2 .7AZ�33 �21.5 11.8 5.2 4.2 4.0 3.2 2.0 1. 0.7 0.4 i �W R6 R 0.0 0.1 0.2 0.4 1.1 2.3 3.9 4. 1.2 5'%� .6 20.5 7.8 3.2 2.6 2.4 1.9 1.3 .8 0 O %' W � w�' I � tL w ' a 043. 0 51 2 2 3 3 5 1.5 1.2 1.1 1.1 0.9 .8 0.0 V.1 V.2 , �O � 0.1 0.3 0.8 1.7 2.7 3.2 � .$ � 0. .5 0.4 1.3 1 0 0. S Tq W '9Qo 1. 1. 0 8 1.5 2.5 3.8 3.7 W.5 ?--l-- 2_9 4.0 4.0 4.0 5_ ... NO 3.2 1. 0.9 2. 2 3.3 0 WW 3.9 4.5 4.4 2.2 0. 1 0 3.0 .5 2 3.7 3.4 3.9 5.ww 4.3 28 1.1 6., ekTR 2. .7 5.0 .2 3.6 F .5 3.1 1 7 woe p 0, C(iRs ONO% W WW 3. .1 .5 4.6 3.0 .0 .2 2. 1.1 6., �T 4. 3.9 3.6 0 2.5 0 R�QEO C(�Rg o �� .0 1.7 1 1.1 SHEETNO. REViSiON_S____ 0 DESCRIPTION/DATE B PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 20, TWN 21 N, R 04 E. FEDERAL WAY, WASH I N GTON 13-FT RIGHT OF WAY DEDICAIM I =I & rar. ly &TOI 1511111 KI � -01w, & I I I I m CUT=1150 CY FILL= 650 CY NET= 500 CY NOTE: QUANTITIES ARE FOR PERMIT PURPOSE ONLY, CONTRACTOR TO VERIFY THEIR OWN QUANTITIES PHASING PHASE I - 4 STORY, 91 UNITS HOTEL PHASE 2 - ONE STORY RETAIL BLDG AREA CALCULATIONS EXISTING SITE AREA = 2.43 ACRES DEDICATE R/W AREA = 0.12 ACRES REMAINING SITE AREA = 2.31 ACRES PROPOSED IMPERVIOUS = 0.66 ACRES PROPOSED PERVIOUS =0.65 ACRES BENCHMARK DATA VERTICAL DATUM (NAVD 88) CONCRETE MON IN CASE WITH 1-1/2" BRASS DISK LOCATED AT THE INTERSECTION OF S 344TH ST AND 16TH AVE S. ELEV = 315.73 AVTAR SINGH DUHRA 1400 S. 348TH STREET FEDERL WAY, WA 98003 206-290-9115 SHEET INDEX SHT NO SHEET DESCRIPTION Cl COVER SHEET C2 GENERAL NOTES C3 T.E.S.C. PLAN C4 T.E.S.C. DETAILS C5 STORM AND GRADING PLAN C6 DETENNTION VAULT DETAILS C7 S 344TH STREET PLAN C8 STREET DETAILS C9 UTILITIES PLAN ST-1 72-INCH STORMFILTER MANHOLE i UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSIONS, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT. BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS INCLUDES CALLING THE UTILITY LOCATE AT 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSING TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT TOUMA ENGINEERS AND LAND SURVEYORS TO RESOLVE ALL PROBLEMS PRIOR PROCEEDING WITH CONSTRUCTION. ATTENTION: BOUNDARY AND TOPOGRAPHY SURVEY WAS PERFORMED BY TRI-COUNTRY LAND SURVEYING COMPANY OF LYNNWOOD, WA TOLIMA ENGINEERS DO NOT ACCEPT ANY RESPONSIBILITY OF ITS ACCURACY. SPECIAL NOTES DETENTION VAULT CONSTRUTION REQUIRES A SEPARATE BUILDING PERMIT. DEMOLITION OF EXISTING HOME AND AUXILIARY STRUCTURES MUST BE DONE UNDER SEPARATE BUILDING PERMIT. CONTRACTOR/OWNERS ARE ADVISED TO COORDINATE THEIR UTILTIIES WORK WITH CONTRACTORS CURRENTLY WORKING ON PACFICI HIGHWAY SOUTH FOR UTILITIES SERVICES CONNECTIONS, SO THESE SERVICES CAN BE STUBBED TO THE PROPERTY. SEWER - LAKEHAVEN SEWER DISTRICT. WATER - LAKEHAVEN WATER DISTRICT. C SITE 00 344TH ST cn S w 5 > v < Q S 48TH ST S 350TH S S 351 ST ST S 352ND ST LEGEND (D EX SSMH ca DECIDUOUS TREE 0 EX CA TCH BASIN TYPE I EX CA TCH BASIN TYPE 2 ivCONIFER TREE 7 WATER VALVE CD HEDGE FIRE HYDRANT- ® WATER METER -0- UTILITY POLE ® IRRIGA TION VAL VE E-- GUY POLE WATER BL 0 W OFF o MA IL BOX a TELEPHONE CABINET ROCKERY FIVI CABLE TV CABINET MON IN CASE GV SURFACE BRASS MONUMENT GAS VAL VE © GAS METER PK NA IL O O TELEPHONE MANHOLE ® FOUND REBAR & CAP OR IRON PIPE © POWER VAULT EX WATER LINE @ LIGHT POLE EX SANITARY SEWER LINE 0 YARD LIGHT--=__S-0:___= EX STORM LINE ® MONITORING WELL ° ° IRON FENCE Q-' PEDESTRIAN PUSH BUTTON POLE -II- SIGN E= R/W AREA TO DEDICATE n TWO POST SIGN ® TRAFFIC JUNCTION BOX RE VIE WED FOR THE CITY" OF FEDERAL H. � 11 pl� •, f r JOB NO 10032.001 DESIGNED MT DRAWN MT COMP. DT � � CHECKED DT ADATE APRIL, 2017 DWG NO. 10032 C I OF 9 SHEETS N01 DESCRIP770NIDA7E V) 12" CWi SWIE-276.�8 11 12" PL S IE=291.85 12" PL E IE-291.65 CB-564 RIM=289.77 12' CMP W IE=283.42 12* CMP E IE=283.47 CB-565-Q CB-565 �7-PtNf RIM=290.00 4��7" 16"PtNE 4�� �Uo' 12" CMP NE IE=7288.1 0 12" CMP W IE=287.7�O CURB PORTION OF THE NE 1/4 OF THE SE 1/4 SECTION 20, TWN 21 N, R 04 E. FEDERAL WAY, WASHINGTON ------------------------------ STA 498+98.29 FND CONC. MON IN CASE W/1-1/2" BRASS DISK W/PUNCH 10-7-16 - — - — - — - — - — - — - — - — - 5�5-1 _Z8— V 7 1 1 CB-284 RIM=301.99 12" CONC. N IE=300.24 12" CONC. S IE=300.24 4" CONC. SW'IE=300.94/ /106,072. sq.ft. 2.43 acres 2 CB-289 RIM=302.78 12" CONC. N IE=299.28 12" CONC. S. IE=299.28/ �'v RKING SIGN Av" CB-293 RIM=301.36 12" CONC. N IE=298.01 12" CONC. S JE=298.16/ v 2 INCH IRRIGRA T/IN METER CB-270 ii 11TEMP EROSIONS LEGEND RIMm 6.43 0 *9 'Z 12" (�ON .8N 9 NEW CA TCH BASIN FIL TER FABRIC P TO TEC TION COA STD DE TA IL E- OJ. I JAM w OR CHECK DAM PER BMP C-207 .Aowft� X-ux- 106,072. sq.ft. 2.43 acres CONSTRUCTION ENTRANCE COA STD DETAIL E-01.'l FIL TER FABRIC SIL T FENCE COA STD DETAIL E-02,1 CLEARING LIMIT INTERCEPTOR SWALE REVIEWED FOR 7/-1'--7'E CITY OF FEDERAL WA Y 9470 I TONAL LQ (6 It Z "j --j Q) .�j JOB NO. 10032.001 DESIGNED MT DRAW MT COUP. D T CHECKED D T DATE APRIL, 2017 DWG. NO. 10032 B Y. DA TE: CJ OF' 9 SHEETS GRADING AND EROSION CON TOL NO TES IV01 DESCRIPnON/DATE 1er1 1. WITHIN !HE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND//OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE !HAT SEDIMENT —LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM 2. T!HE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVIED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVI ED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MA Y BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE. . 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLIETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL RESULT OF-��0���'�U�L�IVQTY. ETHE O CONTRACTOR SHALL WATER THE SITE, AALSO CSWEEP YALL O AFFECTDDREDUCEDPUBLIC ROADS,UST SASS A NECESSARY,TO REMOVIE MATERIAL DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY 6. ALL AREAS OF ACnV1 E EARTHWORK WHICH HAV1 E THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1ST TO SEPTEMBER 30TH AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULIED TO REMAIN UNWORKED FOR MORE THAN SEMEN (7) DA YS SHALL BE STABILIZED. FROM OCTOBER 1ST TO APRIL 30TH EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS Wm —I AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. OUTFLOW CHANNEL FOR (CA VA TED POND /FREE O W DEP TH�----- DISCHARGE O STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER. TOP OF BERM ELEV �— 292.00 1' DEP TH 2 "— 4 " ROCK REQUI RED SURFACE AREA __-- DETERMINED AT TOP OF WEIR ELEV.=291.00, 3.5 ' ';= 75 0 FLAT 8 B O T TOM 1 ' DEP TH 314 " — 1 112 " WASHED GRA VEL GEO TEX TI L E FI L TER NO TE: A BRI C TRAP MA Y BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCA VA TION. INSTALL SEDIMENT GUAGE TO INDICATE ONE FEET DEPTH OF SEDI MEN T. SEDIMENT TRAP CROSS SECTION 1' MIN. DEPTH OVERFLOW SPILLWAY 292.00 6' MIN. ELEV = 29 /. 00 \0 0oo0 000ooca� OD o 00 c�0 Mcoo 0 0 0 0 00R MIN. 1' DEPTH �o fl So000�000 c�v00ooc0 o�X� \ NA TI VE SOIL O 2"-4" ROCK S "" XX X X XX X XXX XXX X XX COMPACTED SACKFILL MIN. 1' DEPTH 314-1 1/2" GEOTEXTILE WASHED GRA VEL TRAP OUTLET FILTER FABRIC SEC DON C - C MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION ALL OTHER DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLO'MNG SCHEDULE (U.N.O.), AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM MAY 1ST TO SEPTEMBER 30TH ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2. FROM OCTOBER 1ST TO APRIL 30TH ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED 3. IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE AT RIGHT TO PREPARED SEEDBED AT A RATE OF 5 LB/1,000 SF: KIND AND VARIETY OF PERCENT BY MINIMUM PERCENT MINIMUM PERCENT SEED IN MIXTURE WEIGHT PURE SEED GERMINATION COLONIAL BENTGRASS (HIGHLAND OR ASTORIA) 10% 9.80% 85% RED FESCUE (ILLAHEE, RAINIER, OR PENNLAWN) 40% 39.20% 90% ENGLISH PERENNIAL RYE 50% 29.40% 90% WEED SEED (MAXIMUM %) 0.50% INERT AND OTHER CROPS 1.50% (MINIMUM %) TOTAL 100.00% RE I//EWED FOR THE Cl T Y OF FEDERA BY.• DATE.• m 94 �. A JOB NO. 10032.001 DESIGNED MT DRAWN Mr COMP. DT CHECKED DT DATE APRIL, 2017 DWG NO. 10032 C 4 Of 9 SHEErs G PORTION OF THE NE 1/4 OF THE SE 1 4 OF SECTION 20, TWN 21 N) R 04 E. FEDERAL WAY WASHINGTON 12" PL S IE=291.85 DRIVEWAY 12" PL E IE=291.65 CB-669 CB_ 619 L J FL VERT#6URB w s 12 CPP S I 12" CPP S IE=278.02 1 2 CPP W I 12" CPP W IE=278.09 W_ W, EX W-W-W SSMH-27-7, PG 5-517 w 4 9 4941!� . . . . . . . . . . . . . . . . . . . . . t667 . . . . . . . . . . . . . . - - - - 495+00' - - - - -- - - - - - - - - - - - - - 496+00 - - - - - - - - - - --- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - t9z.+DO - w CB-212 2 9 RIM=294.41 C RI 2 4.411 1 1 2 PL N E= 290-51 12" PL N iE=290.51 S. 344TH SY + w - - - - - - -- & - - - - - - - - - w -------------- 498+00 --s - - - - - - - - - -- s - - - - - - - + CB-20 -- - - - - CB-667 CB_ EX S=8.23% 49 PARKING 10 2" PL W 29 36 12" PL W IE=290-36 0) RIM=' 50� J�j ---,-,---@SSMH-245 Bf EHANQHQLE, 12" PL E IE=290.41 E E-2 0 .41 2 PL 9 VERT. CURB NO PARKING N �2 12" PL IE= 294.92 12" PL E, iE=294.97 Rlm=305.81 IE=295.96 ic S89*48'08"E 2628.74 WAy CONC. SIDEWAL �LEC. "00 43 , i�7 4 41 7 12 STA 498+43. 6 243 (TYP 11) =303 RIM .11 N EXTE 55 I JrWT Z)o zi i PL W IE 296.91 SS ST STA 498+98-29 NE W@ pri RIM=-2 �V�o CB-667 (TYPE 11) 60" INSIDE DIA 84,57 llvl=�2 12" CPP N IE=277.83 12" E&W IW=275.05 8" CMP =277.83 (SUMP TYPE) 12" N [E=277.90 POLE ZPARKING SP AdLOV RHANG .070 -�, T-,7 477 --- &M NEW CB PHS CONTRACT f I Soo 00 '00 00 '3�4 6�� 12" CPP W IE=279.06 12' CPP S IE=277.92 MAP�E IE=287. lo E=287 50 co 1-IT&ITY 60" INSIDE DIA CLUMP DUMP STE 0 S8 A 4 P f4i L 4 &;6"MAPL 7A 20"E 13-FT RIGHT DEWCATION CIF WAY F + 1OLF-12"O S-643% R_ 30 C8-284 RIM=30t99 I.------------------ -------- N89'48'08'w _ - ------------- IQ, El 12' CONC, N IE=300.24 12' CONC. S IE=300.24 4" CONC. SW IE=300.94/ Jo .1Z & 111=285.50 c� 178.36' 6'1 PC 6 0+7,4 . .... . .... ... .......... ............................ ................ ........ 0 14"OPLE ............... YAPEE .......... -UAP 16"MAPLE LE; k'M�PLE x CO + -0 61 7 PIFA J. A & WASH oll MAPLE I 16"�AP > -100 0 E E;. .......... ARK114G-,.. 0 0 ---------- x3oo� .0 26-P 50.00' VC C) pq Lo Lo + 0 00 LLJ vi e N Llj bd > > m m 7 STA 498+98.29, 22'RT EX STORM jNE NEW 05 IqSlAtttu UNDM_ PHS CONTRACT- - - - - --- - - - - - - - - - - -- -- -- - - - - - - --- - - - - - - - - - - - - - STA 498+43.3. 19 .5 O'R T - - -- - - - - - -,: -- -- - - - - - - - - - - ST, 497+44.50,19.50'RT NEW C13#12-TYPE I STA 495+A19.50,B:E_-__,�i__ NE Ce#ll-TYPE I HIM NEW CUAD: EX SSMH 27-7 MIN EL=3 1.10 1 NV-Etmz-2_9 �.,N R11 C41=398-27- IN EL=295.03 N STA 498+43.3.'16.50'RT Air- IE: STA 497+44.40,16.50'RT EX CB 243-TYPE 2 STA 495+ R4 EX (B PIM 202-TYPE I .3019241 INV EL=296.91 W +,1_6, EX_CB__212=_ O'RT INV L=294.97 E&W t_ A Z) I U R M Lil r- RIM EL=294.41 _90.36 RIM=2 r_4tw 4.57 _32" 12" N IE=277.9 Q0 to 00 NO 00 0 000 r- Lo 00 F, 00 0) 00 C-A a) m U-) m L0 0) 00 (7) 00 m 00 CD 0 0 C\l 0 0 0 0 0 Lo C\l NI c\I c"I V-) pq tl) N') NO pl:) 110) pq 0 494+00 495+00 496+00 497+00 497+00 498+00 499+00 S 344TH STREET RE VIE WED FOR TIIL7'E Cl T Y OF FEDERAL WTI Y B Y. DA TE: REVISIONS �ODESCRIP 7701VIDA TE 101VAL JOB NO. 10032.001 DESIGNED MT DRAWN UT COMP. D T CHECKED D T DATE APRIL, 2017 DWG. NO. 10032 C 7 ar 9 SHEETS -(� EX, FIRE HYDRANT 12" PL S IE=291.85 DRIVEwAy _ 12" PL E IE=291.65 $ 9 00 S I • `1 ry tip'' FL VERT�� URB r w I w wT-w Ww w w 4v w w---- -----�---w oti EX _ W - - , PG 5-517 W S. __ _. _ __.._ .__ S _ _ .._ __ __. - _.. __ - - - - - _ ._ - - __ _ _. __ ._ _ _ SSMH 27 7 i 495+00 g 496+00 _ __-------- - - - - - -- - --- -t-= - _ .-_-_e-_-•� --- t2 RC-E- - t-----------i - -- ---------- -- --- --- --- --- �-49Z+Q0-� �S_�_-- ^ - �------w w--______w o NC. MO I FND CO N IN w_ _ _ `- CASE W11 -t /20 CB-212 5- plsK W/PUi3CH t _ _ ��Ass i 14-7- RIM=294.43 344T'H S�. + -- - 49+ -_ _ . _ _. __ __ __ - 5-- _._ _-- __ __ __ __ ___ _-. _..._. _._ (DRSM=3 5481 18 12" PL N IE=290.51 + CB-202 I - IE= 35.96 N'Q PARKI G 12" PL W IE=290.36 o�, RI 301 _.2 12" PL E IE=29Q.41 VERT. CURB NO PARKING a .� M `__------- --- --- ----_ _-_---_-551.48 12 PL MIE=294.92 _- ------------ _..�_._.._----- ----. - - SIGN ° >t 12" PL EIE=294.97 S89'48708"E 2628.74 - - --_- _ _�s9rpr7-- - --- - _ ; I " �' - 278.71 -243 LIiLEC. e a A _ ;d'• -�~-- a -- °------ e CB =303TYP {I} XTEND E 0" STA 498+98.29 ;} a. d a_ • • °• •- a . ° 4 " R PL W IE 296.91 'NEW NEW CO e� " -- - _ = 5dd i CONC. SIDEWA _ _ _ P -� r x r , 12 STUB PHS CONTRACT _ d Q_. _.- a �_ - a z1' ` ~ a �"+LANi}i} / ry r - - - ._ =2$4.90 POLE TTq 6� I C INSIDE DIA 2' PARKING SPACkU1/ERHANGw-- CPP N IE=277.83 - - - --• - - - - - - - - - � � �� I CMP =277.$3 (SUMP TYPE) \ f - -- _ C3 -� - T _ ' CPP W IE=279.06 ��6' '� ^- -� `�` -- ° e ' P0L17Y 57 cj l I CPP S IE=277.92 IE=287, 0 lb 2 ° °y- '' �tl d % 0 i MAPLE O cq a 1 INSIDE D{A CLUMP - R� f O "- -" CB-284 uCMAPLEi ®UMPSTE 2 A 47' „ - a �17 RIM=301.99 4 / "Ee6"MtPLh$ $ 20 12" CONC. N iE=300 2 13-T RIGHT OF WAY t_ SOD 7,p° 02 e 12" CONC. 5=300.24 ! DEDICATION �° � � f° _ � �•/,`ro R 0 ��, `t• 4" CONC. SW IE=300.94% i _ N89'48'08"W o o ---------------------- ------ --- --- - - --- ------------- -G I 178,36' N 6'� 2s O PC 1 Q �12"& -- i 1410PLE I 100 // o YAP 6"MAPLE / _ / o / „MAPLE+' k'MAPLE I c� 96 `` <''� 9 i % LoQ .5 r .L 14 90 , ~• I --- + �+ I ' i x30, 0 Op 0([ 26 pgtKliG ¢ 0 / _ ---- _- --- r x3 APLE 16 PAAP j -' n (II oo.o / 2.�a! S� ! 8"MAPLE I I IT . Q / � �` 1 OVGs CB-2858,/ 16-DEC&Od! I I O ~`'� -229 ` f a -,' "D*/, E 02.2 E-304.04 -� RIM- 294 0 ! _ , � p� i �., �... \ t _ ° 12 C N IE=300.24 i J' O�� 301. 12" CONC.=300.24 a �6 (!? %O x Rg1S 4" CONC. SW IE= 94 00 0. o CPC qp/NC +� \ 3 % 9 SFCIV l -moo ,� 20 % , l �\ 01 ti�O �� (n \ i t 1� 1<� �,� FWq RIM=302.78 / / `� • , nEl� C i�g12" CONC. N IE=299.28 /' �� Y / ft�22 CONC. S. IE=299.28i / d ti 'x o t N N / ` `` �� a �� l �j 216 SF c3` / / o . �34 40,, 6 RKING / i 5o SIGN v 24,"MADRO A �.. ,d �' �a SAP 4 CB-293 WATER ` SYSTEM f % T U �. ` r'i ed. RIM=301.36 339 S , 12" CONC. S IE=298:°6 ! / C/ ov � o -INCH S� S68>l2 3 0 6�x o / 1 CONNECT 2 t fi",'14".& �g� �� x299.1 �2, g l / SERVICE LINE FROM MAIN AND PLACE �Q / i H METER IN RW BEHIND . i 2-INC r; $MAPLE / S I D E E W A L K S APPROX. L T s a SEWER STUB PER I 2 2 -INCH SERVICE LINE 0 r RECORD INFORMATION - f 2 INClq_ PIGRATI N ,F .4. ._ BUILDING -SEE ARCH DWGS METER i 9 / 6-INCH FIRE LINE FOR i 2 o i 6 3 INSTALL r 9 1 6' 9 i 9`3� SPRINKLER SERVICE LINE TO BE 1 � 3 p 'x ! R • s'fi` I, ... � CB- s CERTIFIED. CONTRACTO .� INSTALLED BY RIM=299.88 % ,F 0 s B-569 '00 12" CONC. N 6.43 j ;53 ,. RIM-283, oll AND 12" CMP; E IE=280.5'3 - •. , . A `��: �' � :�, � ! 4 INSTALL 2-INCH METER 12" GMP� SW tE=276.�8 •, .. • :ems +..... pgv4p; l l BACKFLOW PREVENTOR PER t 29s� / DISTRICT. 2 /` / LAKEHAVEN WATER DISTR C z ' / REFER 20 4. l TO LANDSCAPING PLAN 110f CA� �T y / i R -564 ~ S S C QC3t3 OPEN »s{ / ¢, '' STA 65+44.33 871T' / INSTALL NEW FIREHYDRANT IN �M 289.77`^ 9g ° PLANTER PER LAKEH AVE WATER 12" CMP W IE=283.42 ..01_ e / / 12" CMP E IE=283.47 g'-._ .___.__ 9� ° , s � �� ! DISTRCT I Oo j' » PIPE DESCRIPT70NIDA iE V a 9470 1l �IOUOa�. Q o CA N v� o� � 1 q Z k" C)- q CJ asz_ 1 �,pN _.,... f. ;� ! / `,J' 6" GATE VALVE DESIGNED MT ON - RTq1NW�'� CONC, BLOCK GB 5s5 gLL DRAWN MT ` / COMP. DT CB-565 16"PINE 2g2 RIM=290.00 12" CMP NE IE:=288.1d,Z % CHECKED DT 12" CMP W IE=287.70 30"PINE �� ` / / RE VIE WED FrOR / F7 CITY Y OF FE�ERA L �� Y / DATE APRic, 2a17 DWG. NO. 10032 ' wm a �40o Q l B Y.° DA TE:' o l O I~ Q) Q w -- !' 99 /rl i Cq OF 9 SHEETS