The URL can be used to link to this page

08-105089A PORTION OF THE SE 1/4 OF SECTION 17, TWP. 21 N., RGE. 4 E., W.M. SCALE: 1 " = 20' CONTOUR INTERVAL = 2' BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. 2168-5-1 LOCATION: RAM —SET NAIL ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. TOP OF MONUMENT ELEV. = 346,811. APPROXIMATE EARTHWORK QUANTITIES CUT = 2,470 CY FILL = 2,770 CY IMPERVIOUS COVERAGE 80.4% IMPERVIOUS AREA PERVIOUS AREA = 8,539 SF IMPERVI^US AREA = 35.079 SF TOTAL AREA = 43,618 SF COMPACT STALLS TOTAL STALLS = 63 COMPACT STALLS = 21 (33.3%) HANDICAP STALLS= 3 FULL SIZE = 39 LEGEND WATER MAIN WATER METER — WATER BEND w/ CONC. BLOCKING +— WATER CAP --- GATE VALVE SANITARY SEWER CLEAN OUT �2 — CATCH BASIN TYPE 1 �— CATCH BASIN TYPE 2 SANITARY SEWER MAIN -- — w — — EXISTING WATER EXISTING SEWER o -- EXISTING STORM WARNING: THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1-800-424-5555. EXISTING POWER PROPOSED - WALL NOTES: 1. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCTOP EELEVATIONS,IEINVERTAING ELDEVATIONS #f`ED ANGLES INTO CATCH BASINS PRIOR TO CONSTRUCTION. MAR 12 2008 PERMIT NO. CITY OF FEDERALCDS REVISIONS NO. DESCRIPTION/DATE BY `G �eq6 OF L. p/C H,Nc�� 13952 � � C,STERF, Fss/ANAL EN�� EXPIRES i /Z2/0$ _j �r J mmN mam U m a a$ W ® fiz C @m C Z — �3 (9 — Z 0 0 W vco 0 0 C7 Z can Q o m� C E z$ 0 w i%) U o Z III ) J a O oI v U U cmo u_ E _ N o, 3 ` 3 Ny 3 "` �0 o�� ui W O •j � U IL z 0 6 z 2 3 U J J Z a o U _ < U) Cc W Z� Q Z I— O VJ W r Q Q m W 11.1 � U W W a U Q 3 J Ld W 0 W L� It O U JOB NO.: 1418-001-OD7 DWG. NAME: EN-03 DESIGNED BY: ELP DRAWN BY: JD CHECKED BY: DATE: 2007-10-01 DATE OF PRINT: 2 OF 2 SHEEiS dG PIPE. CDS A PORTION OF THE SE 114 OF SECTION 17, TWP. 21 N., RGE. 4 E., W.M. m n SCALE: 1 " = 20' CONTOUR INTERVAL = 2' BASIS OF VERTICAL DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B.M. NO. 2168-5-1 LOCATION: RAM —SET NAIL ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. TOP OF MONUMENT ELEV. = 346.811. PERMIT NO. RECEIVED MAR 12 2008 CITY OF FEDERAL WAY COS REVISIONS NO. DESCRIPTION/DATE BY `G L P/C pF 4a952 %Tv" o Q 4r Fss/ANAL EXPIRES U J roam m M N o v� o L � L C/) c a 3 O a W ao � Z W �mw c c JJ C7 — Z 0 0 W #o ro m Z oQ �o F m c m E z� c6 O N o �� U (n _ Z N � 1 co 0 a` O m o _ U U cc U. E U 3 3 so 0)3: E LL Ud z 0 c� _z N Q 3 U J J z w (� Q oC w pC C m w wS ~ z p U) o � Q � � Q C) m w w J U w U a 3 J Q Ld W 0 W L ILL 0 U JOB NO.: 1418-001-007 DWG. NAME: EN-04 DESIGNED BY: ELP DRAWN BY: RJB CHECKED BY: DATE: 2007-12-03 DATE OF PRINT: 1 1 OF SHEETS W_..- _ 'INGRESS, E-0- ff LIT' EASEMENT N 88.44'53" W %00.00' OPERTY LINE 1 I 20 5Q. FT _ >. y • ,-..'.,, zionCe olio t uv i >ur_ ncYv 06 I HYPE N LANDSCAPE I. UIGM 6h51N IYGE I wry n: _TYING FIRE HYDRANT 00) STANDARD STAL4 IE314361 v PS II 14 I i �z I I w -1\ IV 100 S0. FT R M COMPACT STALLS ST RFv YPE 'IV V'\NDSCAPE 3Q __�l 0 —260 50. FTot n CC _ O 07 SO. 'r 15 , TYa. b — z PIPE SIZING PIPES TO BE SIZED ACCORDING TO THE FOLLOWING TABLE: 0-10 GPM = 3/4" PIPE 11-18 GPM = 1" PIPE 19-25 GPM = 1 1/4" PIPE 26-34 GPM = 1 1/2" PIPE 36-55 GPM 2" PIPE ALL PIPE SIZING IS BASED ON CL200 PVC PIPE CONTRACTOR TO DETERMINE PIPE SIZES PER THE ABOVE CHART. i 346 - \ ' SANITARY SFN E�v SEMENT AF. 475070705G 100 F SETBACK FROM 5TREA"I____j r� gal I( f- Isa. 1 z I � iCAPE is f 135 50. F-7 C �� 3 V" "PROPERTY LINE N88'44'53"W 200.00' DD 324 / / \ o 10 STORM DRAN \ EASEMENT / 10' WATER EASE ENT /J AF K750 0705G0 334 PROPERTY LINE 33. 328— III\\ I RRIGATION PLAN POP-u NOTES DESIGN BASED ON 20 GPM @ 60 PSI MIN. IF LESS FOUND, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION. PROVIDE ALL PERMITS AND INSPECTIONS. PROVIDE ONE YEAR WRITTEN WARRANTY ON ALL PARTS AND LABOR. NO SUBSTITUTIONS. PLAN IS DIAGRAMATIC AND ACTUAL FIELD LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS TO PROVIDE MAINTENANCE AND OPERATION MANUALS TO OWNER AT FINAL WALK THRU. CONTRACTOR IS TO PROVIDE TIME OF OPERATION CALCULATIONS FOR MAY THRU OCTOBER TO PROVIDE A MAXIMUM OF 1" PER WEEK TOTAL PRECIPITATION FROM COMBINED WEATHER AND IRRIGATION. INSTALL RAIN SENSOR IN SECURE BUILDING LOCATION TO SHUT OFF IRRIGATION DURING WET PERIODS. CONTRACTOR SHALL MONITOR THE IRRIGATION SYSTEM AND ADJUST CONTROLLER TIMING TO REFLECT CLIMATIC AND WEATHER CHANGES AT LEAST ONCE PER MONTH DURING FIRST SEASON OF OPERATION TO INSURE OVERWATERING OR UNDERWATERING IS NOT OCCURRING AND THAT NO OVERSPRAY ON PAVING OCCURS. ALL PIPE OR WIRE UNDER PAVING SHALL BE IN SCH40 PVC SLEEVE AT LEAST 18" DEEP AND TWICE DIAM. OF INSERT PIPE. MEET ALL CODES PERTAINING TO ALL ASPECTS OF THE IRRIGATION SYSTEM. ANY DAMAGE TO FACILITIES OF UTILITIES WILL BE REPAIRED OR REPLACED TO OWNERS SATISFACTION. CALL BEFORE YOU DIG! LOCATE ALL UNDERGROUND FEATURES BEFORE TRENCHING. THIS PLAN IS DIAGRAMATIC AND DOES NOT REFLECT WHERE ACTUAL PIPING WILL BE INSTALLED. ACTUAL LAYOUT IS THE RESPONSIBILITY OF THE INSTALLER AS IS THE REQUIREMENT OF OBTAING 100% COVERAGE. IRRIGATION LEGEND RAINBIRD 1800 SERIES POP—UP ON SWING PIPE RISER PER DETAIL RAINBIRD 100—PEB CONTROL VALVE IN STD. BOX PER DETAIL RAINBIRD ESP-12LX+ CONTROLLER WALL MOUNT POWER BY ELECTRICIAN RAINBIRD 33LVC QUICK COUPLER AND 33K & SH-0 SWIVEL PER DETAIL 1" FEBCO 850 DCV IN JUMBO BOX PER DETAIL 1" CRANE GATE VALVE IN 10" PIT AS IRRIGATION P.O.C. 1" IRRIGATION METER BY UTILITIES CONTRACTOR 1 1/2" SCH40 PVC MAIN AT 18" DEPTH MIN. CL200 PVC LATERALS AT 12" DEPTH MIN. SIZED PER CHART GRADE/TOP OF MULCH '-UP SPRAY OR ROTOR SPRINKLER �RLEX STREET ELL JG PIPE RISER ASSEMBLY: ARB ELLS ANS 12" SWING PIPE LATERAL PIPE rv\. SCH 40 TEE OR ELL SPRAY OR ROTOR SPRINKLER DETAIL MIN. 10" MIN. 6' DRAIN ROCKi i —JUMBO BOX —DOUBLE CHECK VALVE ASSEMBLY FLUSH W/ FINISH GRADE —GALV. 3" NIPL. (1 OF 2) —GALV. UNION (1 OF 2) —GALV. 90 ELL (1 OF 4) —PVC MALE ADAPTER —IRRIGATION MAINLINE PIPE GALV. NIPL. TO SHUTOFF VALVE OR P.O.C. BA KFLOW PREVENTER DETAIL _NGTH OF WIRE, COILED IOF CONNECTION WITH COVER: SIZE DE/TOP OF MULCH NTROL VALVE: 0 NIPPLE (3") D ELL ) NIPPLE AS REQUIRED) MALE ADAPTER TEE OR ELL JE PIPE REMOTE CONTROL VALVE DETAIL NOTE: PROVIDE QUICK FINISH W LER KEY & GRADE/TOP OF MULCH SWIVEL R FITQUICK-COUPLING VALVE: COUPLER 2„ �10" VALVE PIT V. 3" NIPL. VCH MINIMUM DEPTH OF /4—INCH WASHED GRAVEL V. STREET ELL C. BRICK V. 12" NIPL. V. STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE GALV. ELL #4 REBAR W/ S.S. PIPE CLAMPS QUICK -COUPLING VALVE A - STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LBAMA D2an DAVID B. LOWMAN CERTIFICATE NO. 387 File Name CEDARS RE -DESIGN SHELL & CORE 33430 13TH PLACE SOUTH FEDERAL WAY, WASHINGTON Date: 12— 8— 07 / Scale: 1" = 20' ��II Drawn By: D.B.L. Approved By: Revised:1-23-08,6-16-00 22-08 EAGLE D E S I Ou N 750 SE 10th STREET NORTH BEND, WA. 98045 TEL. (425) 396-0580 FAX (425) 396-0467 Sheet Hof � s EXISTING BUILDING Z' 0 i CATCH BASIN TYPE II _ RIM-332 50 IE=32850 12'CMP E IE-32805 12'CMP W E=3279515'CMP N IE-32790 15'CMP S DRIVEWAY LOoTf 768190-0045 CATCH BASIN TYPE I RIM-j23 76 IE-32043 8"CMP W CATCH BASN TYPE RIM�323 41 IE=319 31 8"CUP E IE-319 01 15'CMP W IE-3188915'CMP S CATCH BASIN TYPE RIM-32314 E =31814 15"CMP E IE-31804 1VCMP KW IE-3179415'CMP S IE-32084 OVERFLOW DRIVEWAY CATCH BASIN TYPE II —� RIM=32243 WATER LEVEL=31593 12'CMP N 36'CMP E 35'CMP S vi A PORTION OF THE SE 1/4 OF SECTION 17, TWP. 21 N., RGE. 4 E., W.M. I DRIVEWAY LOT n EXISTING BUILDING I /�4 CATCH BASIN E II 768190-0045 RIM=374 41 IE-32881 12'C P FL I \ NE IE=32886 36' P N IE=32901 8" W I IE=3287612' FLO IE-33181 TOP VERFLaW CATCH BA TYPE I BUILDING IRIM=341 56 CATCH BAST TYPE I d(ONCRE EXTRUDED CURB ❑ RIM=332 57 IE=328 42 1 'CMP W P IE=328251 "CMP _ W W , W W ATER VALVE MAR DR] AY I D Via 4 N 4*53 W 200 00' 3 C TCH-3 BASIN PE ASPHALT R A333373 UTILITIES EASEMENT S AND 532 I 33008 8'C 1P E SANITARY SEWER MANHOLE ^� 10' SANITARY SEWER EASEMENT RIM=33127 A F #�{7507070500 IE-32338 8'MID-CHANNEL NE,S 1f 5 S _-- II� $ S • S S �--10' WATER EASEM ASPHAL CATCH BASIN TYPE I EXTRUD RIM-333 48 IE-331 21 12"CMP S SANITARY SEWER MANHOLE RIM=34 i I CONCRETE mac- IE=3343232 BRAID -CHANNEL SIDEWALK 12' CONCRETE COLUMNS pa oCONCRETE O SIDEWALK ' 'S CONCRETE TO DATIONJ 3 334 �II/ np I CONCRETE SLAB LOB' I Z I CATCH B SIN TYPE I p 768190-0010 EI<32flT 'PVC N O� // m L5 2 IE=32911 4 V1^ W - o E_3284612CAP6 I 768190-0020 m I CONCRETE SIDEWALK s e 1TY EAS4'PV 25S EM 3EN1T IETA-CAA R 53 s /a �^ I STORM DRAIN MANHOLE TYPE II `� P ' VEWAY RIM=32378 IE=31958 36'CMP E IE=31848 15 CMP W 1 I IE-32003 8'CMP N ASPHALT' BOTTOM Y DITCH e WOOD DUMPSTER BASIN TYPE I / RIM 26 74 IE32 212'DMP N — — �10' STORM DRAIN EASEMENT � I IE-324 12'CMP 324 P OP /-BOTTOM 3' DITCH 0 D D— _ ----. _ IF 6'CHAINLINK FENCE PAVEMTT ztl P \ . CATCH BASIN TYPE DRIVEI jI Y I$M ITARV L RIM=323 E#31411 i CURB MANHOLE :HANNEL W N,S 6DD�UMPSTER FENCE Jz \ BACK OF WALK WATER 6'CNAIN LINK FENCE CATCH BASIN TYPE II IE=32434 36"CMP MID -CHANNEL LOT 1 926503-0095 EXISTING BUILDING VERTICAL 36'CMP WITH BEE HIVE GRATE TOP-332 20 IE=32520 36'CMP WITH BEE HIVE GRATE WCHANMNK FENCE \,- STORM DRAIN MANHOLE TYPE II 54' RIM-336 82 IE=32100 36'CMP W IE-32132 12'CMP E —0 --CATCH BASIN TYPE RIM=335 23 IE-33351 8'PVC E 30 15 0 30 60 SCALE: 1" = 30' CONTOUR INTERVAL = 2' DATUM: CITY OF FEDERAL WAY NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) BENCH MARK: CITY OF FEDERAL WAY B M. NO. 2168-5-1 LOCATION: RAM —SET NAIL ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. TOP OF MONUMENT ELEV. = 346.811. T. B. M.'s 1. THE "0" IN IOWA ON TOP OF THE FIRE HYDRANT AT THE BACK OF WALK f 57' SOUTH OF THE NORTHWEST CORNER OF PROJECT. 2. THE "0" IN IOWA ON TOP OF THE FIRE HYDRANT LOCATED f 19' NORTH OF THE SOUTHWEST CORNER OF PROJECT. PARCEL DESCRIPTION: LOT 1 OF SECOMA BUSINESS PARK AS RERECORDED IN VOLUME 113 OF PLATS, PAGES 37 THROUGH 40, KING COUNTY, WASHINGTON DEVELOPMENT AREA SITE TOTAL = 1 09 AC. NET DEVELOPABLE AREA = 1.00 AC. PROPOSED DEVELOPED AREA = 1.00 AC. LEGEND m WATER VALVE ® WATER METER 4 WATER IRRAGATION m POWER VAULT ® CATCH BASIN (D SANITARY MANHOLE ® STORM DRAIN MANHOLE A FIRE HYDRANT J ❑ TELEPHONE RISER a * LIGHT POLE �L— Ill TRANSFORMER r O ELECTRICAL STUB ® V'PVC ROOF DRAIN m o ROCKERY U)//�/� O a ^U n CL - a RECEIVED MAR 12 ZOOS C-ITY OF FEDERAL WAY CDs PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE : SIGNATURE : =I= 0.00 i 0.00 00 + Roo f 0.00 # Roo 4 00 4 Roo 4 Roo I Roo 4 Roo i .00 i Roo i 000 4 o.0 + Roo { Roo 0. ♦ 0.00 4 0.00 # 000 ♦ ROD # Roo ♦ Roo f Roo # 000 4 Roo + Roo I Roo + Roo + Roo + Roo + Roo + ono i ono + 0.00 + ono 4 Boo + Roo , Roo # Roo # Roo 4 Roo # Roo f ono k Roo + ROD } Roo i Roo } Roo T Roo 4 ROO i Roo f a00 + Roo + Roo Roo Roo Roo ROD Roo 4 0.00 4 0.00 + 0.00 + 0.00 i 00 4 0.00 ♦ 0.00 # 0.00 ♦ 0.0 + 0.00 ♦ 0.00 4 0.00 T 0.00 , no + 0.00 + 0 + 0.0 4 0.00 4 0.00 0. ♦ ♦ + 4 00 T Roo 4 Roo ♦ 0.00 # 0.00 , 0.00 # 0.00 T 0.00 I 0.00 f 0.00 + 0.00 T Ono I ono t 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 , 0.00 + 0.00 T 0.00 } 0.00 4 0.00 + 000 + 000 + 0.00 + 0.00 + Roo 4 ono + 0.00 I ono + 0.00 + 0.00 h 0.00 . ono + 0.00 T Roo + 0.00 + 0.00 + ono + + + I + + 4 + I + + I + + 4 , + + + + # 4 , T + + 4 + 4 h + + + + + + + 4 # I 4 I + + + + 4 4 4 fL by LitePro 2.025 on 9/25/2008 2109:30 PM 0.00 0.00 00 D.09 aoo 0.00 0.0 0.00 0.00 0.00 0.00 RD 0.00 Roo 0.00 0.00 0.00 0.00 aoo 0o 0.00 0.00 Roo 0.00 Roo do 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Roo 0.00 0.00 Roo 0.00 0.00 000 Roo Roo 0.00 0.00 0.00 0.00 0.00 0.00 Ho 0.00 0.00 0.00 0.00 Roo 0.00 0.00 0.00 0.00 I 0.09 4 0.00 + 00 + 0.00 + 0.00 # 0.00 + 0.0 + 0.00 + o.ao + o.ao + 0.00 + .00 ♦ o.00 .00 o. + o.o T a + o00 + 000 + o. 00 + 0 00 + 0.00 ®+ 0 Roo 0 00 + o. 0 0 + 0 .o0 + 0. 00 + 0.00 + 0.00 + 0.00 T 0.00 + 0.00 + 0.00 + 0.00 ♦ 0.0o ♦ ano + 0.00 + 0.90 T .00 o. } o.00 + 0.00 + 0.00 + 0.00 + 0.00 + 000 + 0.00 T 0.00 + 0.00 4 0.00 , 0.00 T 0.00 + o.a0 + 0.00 ♦ ono 4 0.00 4 0.00 + 0.00 + 0.00 + 0.00 + 090 + 0.00 4 0.00 # 0.00 z ARY + + + + + 4 + 1 + I I + + + + 4 + + 4 4 + + ♦ 4 ♦ + + + + + + + + + + + + + + + + + + + + 4 + + + + + I + + + + + do + T + + +DIMENSIONS GRID / TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN J 0.00 0.00 00 0.0o aoo o.00 o.0 0.00 0.00 0.00 0.00 RO 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 00 0.00 ROD 0.00 0.00 0.00 0.00 Roo 0.00 0.00 0.00 0.00 ono 0.00 0.00 0.00 .00 0. 0.00 0.00 0.00 0.00 0.00 0,00 Roo 0.00 Roo ono ono ow Roo 0.00 ono 0.00 Roo ono o.00 o.00 + 0.00 0.00 0.00315,40033,50Ft 15' OUT / H-H 1783 5.00 (+) 0.00 0.01 0.00 N/A N/A a 4 0.00 + 0.00 + 00 + 0.00 + aoo + 0.00 + R + 0.00 + Roo { Roo + 0.00 o } Roo do + 0.0 4 + 0.00 + O + Roo + aoo + O.00 + oo 4 .a0 i .00 + o.oa + o.o0 + 0.Do + 0.00 i 0 0.00 0.00 0.00 + 0.00 + 0.00 00 + 0.00 4 0.00 i ono + 0.00 + Roo 4 0.00 + 0.00 i 0.00 000 4 0.00 + 0.00 T 0.00 + 0.00 4 0.00 + .00 + 0.00 1 aoo + 0.00 + 0.0 + 0.00 + 0.00 + 0.00 + 0.00 + no Ro i + ♦ + ono + Roo + Roo + 0.00 4 0.00 + 0.00 4 0.00 i 0.00 + 0.00 + 0.00 4 0.00 + 0.00 + .00 + 0.00 + 0.00 + 0.00 + 0.0 + 0.00 # 0.00 + 000 + 0.00 , 00 + 0.00 4 0.00 + 0.0 + 0.00 + 0.00 + 0.00 # 0.00 4 0.00 ♦ aoo + 0.00 + 0.00 4 0.00 + 0.00 4 0.00 # R. o 4 0.00 + 0.00 I 0.00 I 010 + 0.00 + ono + 0.00 t 0.00 4 0.00 + 0.00 + 0.00 + .00 + 0.00 + 0.00 + 000 4 0.00 + ROD + 0.00 + 0.00 + ono + 0.00 + 0.00 + O.00 + 0.00 + 0.00 + 0.00 + ono + 0.00 + 0.00 + ono + 0.00 + ono + 0.00 + 0.00 + 0.00 + 0.00 to + o.00 h 0.00 + .00 + aoo + aoo + o.00 + o.o + a.00 4 o.oa + o.00 + 0.00 4 0.00 + 0.00 + 0.00 + 0.00 + 0.00 4 0.00 + o.00 + o.00 + + + + + + + � + o.o0 + 0.00 4 o.oa T o.00 + o.o0 + 0.00 + 0.00 � + 0.00 + 0.00 4 00 i 0.00 i 0.00 + 0.00 } 0.0 I 0.00 4 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + aoo + Roo + 0.00 = + 0.00 t 0.00 + .00 4 0.00 4 0.00 + 0.00 + 0.0 # 0.00 + 0.00 + 0.00 } 000 4 0.00 + 0.00 T 0.00 + 0.00 + 0.00 + 0.0o V i 0.00 + 0.00 + .ao i 0.00 + 0.00 4 0.00 + 0.0 + 0.00 # 0.00 + o.a0 + 0.00 + 0.00 + 0.00 + 0.00 i 0.00 + 0.00 + 0.00 CE aoo 4 0.00 + 00 + 0.00 + 0.00 + 0.00 + Ro + ROD + 0.00 ♦ 0.00 + 0.00 + 0.00 + 0.00 T 0.00 # 0.00 ♦ ono + 0.00 f. d + 0.00 + + i 0o + + Roo + + Roo + + 0.00 + + o.0 + 4 0,00 4 4 0.00 } Roo 4 , + 0.00 + + 0.00 4 + 0.00 # + 0.00 , + 0.00 T + ono + + 0.00 } N W AH + 0.00 0.00 00 0.00 0.00 0.00 0.0 0.09 O.00 Roo Roo 000 Roo 0.00 000 000 Roo / + 0.00 + 0.00 + 00 + 0.00 + aoo h 0.00 + 00 i 0.00 + 0.00 + 001 _ _ _ + 0.01 f + 0.00 } + 0.00 T + 0,00 , i 0.00 } + Roo I + 0.00 + � _ 3 � + o.00 4 o.o0 00 f 000 f 0.00 t 0.00 f 0.0 + 0.00 + 0.01 . 0.01 - 0.01 0.01 0.00 0.00 0.00 0.00 0.00 + aoo + 0.00 + Do + 0.00 i 0.00 + 0.00 + 0.0 + 0.00 0.01 . } 0.01 + o.m 4 0.01 4 0.00 I 0.00 4 0.00 } 0.90 # 0.00 0.00 , 0.00 + 00 { 0.00 + aoo 4 0.00 + 0.0 T 0.01 + 0.01 + 0.01 + 0.01 + 0,01 + 0.00 + 0.00 + 0.00 + 0.00 4 0.00 Z+ 0 + 0.00 4 0.00 4 .00 + 0.00 + Roo + 0.00 + 0.0 + 0.00 + 0.01 + 0.01 + OR) + 0.01 + 0.01 ♦ 0.00 # 0.00 t 0.00 0.00 � s� + 0.00 t 0.00 + .00 + 0.00 i 0.00 + 0.00 + 0.0 + 0.01 + 0.01 + 0.01 4 101 + 0.01 + 0.01 + 0.00 + 0.00 { 0.00 + 0.00 + 0.00 i 0.00 + .00 + 0.00 + 0.00 I 0.00 + Rol + 0.01 + 0.01 4 0.01 4 Rol + 0,01 + 0.01 + 0.01 i 0.00 # 0.00 + 0.00 0.00 0.00 00 0.00 0.00 0.00 0.0 0.01 001 0.01 0.01 0.01 0.01 0.01 0.00 000 000 4 0.00 + 0.00 + 00 + aoo + 0.00 + 0.00 + 0.0 + 0.01 + 0.01 # 0.01 f om + 0.01 + 0.01 4 0.01 4 0.00 + ROD f 0.00 + 0.00 4 aoo + .00 + 0.00 4 aoo T 0.00 4 0.0 } 0.01 T 0.01 T 0.01 WH 1 } DRI } 0.01 T 0.01 t 0.01 T 0.00 + 0.00 + 0.00 + 0.00 4 0.00 1 00 1 0,00 f aoo + 0.00 + 0.0 4 0.01 + 0.01 + 0.01 '.. 13 F 0 AH + Rol + Rol + 0.01 + 0,00 + 0.00 + 0.00 + 0.00 T Roo t DID i .Oo + 000 A + Roo 4 0.0 + Q01 i 0.01 4 0.01 I 0.01 + 001 + 0.01 + 000 + 0.00 + 000 + 0.00 T 0.00 4 0.00 4 .00 + 0.00 + 0.00 + 0.00 + 0.0 i 0.01 + 0.01 4 0.01 + 0.01 + 0.01 + 0.01 + 0.01 + 0.00 + 0.00 0.00 + 0.00 # aoo T 00 T aoo T aoo } 000 0+ . 4 001 1 001 i 0+ } 001 ♦ 001 i 001 f ool # 000 f 000 4 0.00 7 T 0.00 + 0.00 + .00 + 0.00 4 aoo + 000 t 0.0 4 ROD 1 001 , 0.01 �� + 001 } 001 + 0.01 + 000 + aoo + 0.00 000 `n T 0.00 + 0.00 + .00 + Roo + 0.00 4 0.00 + 0.0 + 0.01 f 0.01 ♦ 0.01 + 0.01 + 0.01 + 0.01 + 0.00 + 0.00 + 0.00 + 0.00 v Z 1 1 1 = O ■ ■ ■ + 0.00 + 0.00 + .00 T 0.00 # 0.00 } 0.01 . 0.0 + 0.01 f 0.01 4 0.01 + 0.01 0.0 Al4 a01 0.00 0.0o + O.00 + 0.00 (�F- + 0.00 } 0.00 + .00 4 0.00 t 0.00 4 0.01 f 0.0 } o.+ f 0.01 I 0.01 r 0.01 + 0.01 4 0.01 + 090 + 0.00 i 0.00 r 0.00 W O Z 0.00 0.00 .OD 0.00 0.00 0.01 O.+ 0.f 0f 0.+ 0.01 0+ O.t 000 0.00 0.00 000 O + 4 + + + + 4 + f 4 4 + 4 + + + + 0.00 0.00 .00 0.00 0.00 0.01 0.0 0.01 0.01 om f 0.01 0.01 0.00 000 0.00 0.00 000 , Roo aoo 00 no aoo 0.01 0.0 0.01 0.01 0.01 _ 0.01 ORI 0.00 000 000 0.00 0.00 W ��[ VV T o.00 f 0.00 t .00 # Roo + Qoo + 0.00 + 0.0 + 0.01 4 0.01 , 0.01 -... 0.01 0.01 0.01 000 000 0.00 0.00 a ]- = Q 0.00 0.00 00 0.00 0.00 0.01 0.0 001 0.01 0.01 0.01 0.01 0.01 000 0.00 000 0.00 ~ 0.00 0.00 00 0.00 0..90 0.00 0.0 0.01 0.01 001 0.01 0.01 Rol 0.00 0.00 000 ROD � 00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 � O 0.00 0.00 0.00 0.00 001 0.0 0.01 Rol 0.01 0 M 0.00 0.00 00 0.00 aoo 0.01 0.0 0.01 Rol 0.01 0.01 + 0.91 + 0.01 + 0.00 + 0.00 + 0.00 4 0.00 Q = M L U 0.00 0.00 00 0.00 aoo 0.00 0.0 0.01 0.01 0.01 Rol 0.01 0.01 0.00 000 000 0.00 0 V) W ROD 0.00 00 0.00 aoo 0.00 Do 0.01 Rol 0.01 �- Rol Rol Rol Roo ROD 000 0.00 w � + 0.00 } 0.00 + .00 + 0.00 + aoo T 0.00 + 0.0 + 0.01 + 0.01 + 0.01 AH 0..01 0.01 0.01 0.00 0.00 000 0.00 U Roo 0.00 00 0.00 0.00 0.01 00 0.01 001 001 i 0.01 0.01 0.01 0.00 Roo 000 On aoo 0.00 00 0.00 0.00 0.01 0.0 0.01 0.01 0.01 1 / 0+1 + 0.01 + 0.01 + a.o0 + 0.00 + 0.00 + 0.00 WH1 0.00 0.00 00 0.00 0.00 Rol 0.0 0.01 001 001 - 0.01 0.01 ORI 000 0.00 000 0.00 0.00 0.00 0.00 aoo 00 00 0.00 0.00 0.00 0..00 0.01 001 0.0 0.0 0.01 0.01 001 001 001 001 0.01 0.01 0.01 0.01 0.01 000 000 000 0.00 0.00 o00 000 0.00 0.00 0.00 0.00 0o Roo aoo Roo Ro 0.01 001 0.01 0.01 000 000 000 0.00 0.00 000 lIIDI�O! onl 0.00 0.00 00 0.00 0.00 0.00 00 ROD 001 0.01 0.01 000 000 000 0.00 0.00 000 COI! SITE LIOMTING PIAN 0.00 0.00 00 0.00 Roo 0.00 0.0 0.01 0.01 0.01 ❑ 0.01 0nU O00 000 0.00 O00 000 POINT BY POINTGa_G. 4 0.00 + 0.00 4 .00 + 0.00 + 0.00 + 0.00 + 0.0 + 0.01 + 0.01 + 0.01 0.00 0a0 aoo aoo 0.00 000 000 o.00 0.09 0.00 0.00 0.00 0.0 0.01 0.01 o.m 0.00 000 0.00 0.00 0.00 0.00 + 0.00 0.00 0.00 00 0.00 0.00 0.00 0.0 0.01 001 0.01 _ 0.00 000 000 000 aoo 0.00 000 # 0.00 4 0.00 + Roo + 0.00 + 0.00 + 0.0 + 0.01 1 0.01 + 0,01 + 0.00 T 000 + 0.00 + 0.00 + 0.00 1 0,00 + 0.00 EMIR M.i/KK 0,00 0.00 0o 0.00 aoo 0.00 ao 0.00 0.00 Roo AH 1 I 0AH 2 000 0.00 0.00 0.00 000 000 � a nae ov�eos 0.00 0.00 .00 0.00 aoo 0.09 OR 0.00 O.oO D 0.00 aoo o.00 aoo o.oa 000 aoo + 0.00 0.00 + 0o + 0.00 + aoo 4 aoo + 0.0 + 0.00 + 0.00 + 0.00 + RAD + ORR + 000 + 0.00 + 0.00 + 0.00 + 0.p00� 0.00 0.00 00 0.00 0.00 0.00 0.0 0.00 Roo 0.00 0.00 000 000 000 0.00 0.00 O.9ff" � /08 T 0.09 + 0.00 4 00 + 0.00 + 0.00 + 0.00 T 0.0 + 0.00 + 0.00 + 0.00 , 0.00 } 00 + 0.00 + 0.00 + 0.0 + 0.01 # 0.01 i 0.01 R 0.01 i 0.01 + 0.01 + 0.01 + 0.01 4 0.01 1 0.01 ♦ 0.01 4 0.01 I 0.01 t Rol T 0.01 + 0.01 + 0.01 + 0.01 4 0.01 , 0.01 # 0.01 } 0.01 h 0.01 + 0.01 + 0.01 4 Rol i 0.01 } 0.01 + 001 + 0.01 4 ono # 0.00 , 0.00 i 0.00 # Roo f ono i 0.00 i ono 1 ROD ♦ ono + 0.00 + 0.00 + ono + 0.00 + 0.00 + 0.00 + 0.00 + 000 4 aoo I o.o0 + 00 + 0.00 4 0.00 # 0.00 + 00 + 0.00 + 0.00 + 0.00 + 0.00 + 1.00 4 0.00 + 0.00 + 0.0 + 0.00 ♦ 0.00 T 0.01 4 o.ol + Roo I ROD + 0.01 + 0.01 + 0.01 + 0.01 + 0.01 i 0.01 + 0.01 + 101 + 0.00 ♦ 0.0o I 9.00 T 0.00 + ono + 0.00 + 0.01 ♦ 0.01 ♦ 0.01 + Rol + 0.01 + 0.01 + 0.01 + 0.01 + 0.00 + 0.00 + 0.00 + 0.00 + 0.09 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + ROD + 0.00 + 0.00 + 0.00 + ono + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 # 00 + 0.00 + 0.00 I 0.00 + RN + 0.00 4 0.00 4 0.00 4 0.00 4 00 4 0.00 + 0.00 + 0.0 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.01 + 0.01 4 0.00 4 0.01 4 0.01 + 0.01 4 0.00 I ono T 0.00 + 0.00 4 0.00 + 0.00 + 0.00 + 0.00 T ono 4 0.00 + 0.00 + 0.00 + 0.00 + ROD I 0.00 + 0.00 + 0.00 + 0.00 + 0.00 ♦ ono + 0.00 ♦ 0.00 + 0.00 T Roo + 0.00 + 0.00 4 0.00 + 000 + Qoo + 0.00 4 0.00 + Roo + 0.00 + 0.00 + 0.00 T 0.00 + 0.00 + 0.00 + + 00 + 0.00 ♦ 0.00 , 0.00 i 0.0 T Goo + aoo + 0.00 + 0.00 f .00 4 0.00 + 0.00 + 0.0 { 0.00 4 0.00 I 0.00 , 0.00 + 0.00 + ono 4 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 } 0.00 T 0.00 t Roo + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 f 0.00 ♦ 0.00 T ono + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.09 + ono + 0.00 ♦ 0.00 + 0.00 T 0.00 + 0.00 + 0.00 + 0.00 T Roo + 0.00 + 0.00 + 0.00 4 00 + 0.00 4 0.00 + Roo + 0.01 + 0.00 + 0.00 4 0.00 4 0.00 + 4 + 0.00 + 0.0 4 0.00 4 ono + 0.00 + 0.00 + 0.00 + 0.60 + 0.00 + 0.00 + 0.00 4 0.00 + 0.00 # 0.00 # 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + 0.00 + ROD ♦ ono 4 0.00 T 010 + 000 + 0.00 + 0.00 4 0.00 + 0.00 + 0.00 4 0.00 # ono + Roo 4 0.00 ♦ Roo + ono + 000 4 0.00 + 0.00 # 0.00 ♦ 0.00 + 0.00 ♦ 0.00 + 0.00 + 0.00 + 0.00 + 0.00 4 0.00 + 0.00 + 0.00 } 0.00 T 0.00 T .00 i 0.09 + aoo # o.00 ♦ o.o 4 o.00 + 0.00 # 0.00 } 0.00 + .00 # 0.00 0.0 .oI # 0.00 i 0.00 i 0.00 T 0.00 # 0.00 ♦ 0.00 } 0.00 T 0.00 i 0.00 T 0.00 + 0.00 4 0.00 + 0.00 + o.ao } o.o0 4 0.00 i 0.00 T 0.00 4 0.00 + ono + 0.00 + 0.00 } 0.0o T a.o0 4 0.00 i 0.90 4 0.oa } o.00 # 0.00 } 0.00 4 0.90 + 9.00 + 0.00 4 0.00 + 0.ao i 0.00 t 0.00 4 0.00 4 0.00 i 0.0o + a.o0 4 o.ao h ono 4 000 4 0.00 i 0.00 4 0.00 + 0.00 N SITE LIGHTING PLAN POINT BY POINT CALC. SCALE : 1 " = 20'-0" PERMIT SET GO bce engineers, inc. p:(253) 922-0446 f: (253) 922-0896 6021 12th street east, suite 200, tacoma, we 98424 __ Y n CD 10 WATER EASE)z'n T 75 UTILITY r 4P INGRESS, EGRW�PS S �fILITY EASEMEW N 88'44'53" W n r ) C IA YhI I bV� R h 1"(1 I 1L I 67 SO. FT '� u v/ yZv I I OPOSED FUTURE L ATION OF CREASE- INTERCEPT02/P 67 O W Q _1 CL M EXISTING FIRE HYDRANT ? I n — � I � k 3 i r r art i e-. � .,: =i n I z F ? I I I DECIDUOUS TREE 1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL 0 SET PLUMB & INLINE ° n cj W. — --. a — _---- -- _ . 30' PROPERTY LINE C7 I� _* I�80 SO. FT+ ,!4 EMENrr 0 _iciiilii'_ II I li °'ill I' I � yli'dil V''Ir^ i � t II �!l rl Iual• , ,�l Y. !R"lr� _ Ili pll I � �I�,, OIIt`I �II, ,ll,�•f �Illl I , I ' I,oI :.�, ., �, R �} r— z'i tilx i 324 Sa. FT R �(7) GOMPAGT STALLS ST RA AR ✓� Tr9p`o7� N J � s pppN )� Q n I 4 r l C 1 I 10STORM DRA\ \ n EASE"IFNT 10WATER EASE E T A.F. #75 070500 334 PROPERTY LINE 330 3Z6-- / I III\ I.__ANL;AP PI -AN .•.,.'. Il 111 ll lillii 1. IIIIIIIIIIIIIIIIII PLANT PIT 3 TIMES ROOTBALL DIAM. AT TOP TWICE AT BOTTOM. ..,,,,,,,Iwmluullllll Illlllhlh IIIIIIIIIIIII III CONIFEROUS TREE IllRi� IIIIIIIIIIIIIIIIIIIIIII III 2x2 FIR TREE STAKE " ^^i PLANT PIT 3 TIMES (III 1 CHAINLOCK, LOCK 2" LAYER BARK MULCH �" ° ROO T TOP IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIi• & STAPLE TO STAKE 2" DISHED EDGE `� w PMCEBATLBOTTOM IIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIniln 2" BARK MULCH PULL BACK BURLAP o 2" LAYER BARK IIII AND REMOVE WIRE o '� ""nnI'nlllll 2" DISHED EDGE BASKET �� 2" DISHED EDGE UNFOLD TOP THIRD 50/50 TOPSOIL/ FOLD BACK TOP OF BURLAP &REMOVE NATIVE SOIL MIX THIRD OF BURLAP WIRE BASKET PLANT PIT 3 TIMES 50/50 TOPSOIL/ 50/50 TOPSOIL/ ROOTBALL DIAM. AT TOP NATIVE SOIL MIX NATIVE SOIL MIX TWICE AT BOTTOM TREE STAKING DETAIL SHRUB PLANTING DETAIL CONIFEROUS TREE STAKING N.T.S. N.T.S. N.T.S. 0 REVISED PARKING LOT ISLANDS ZL 3' WOOD SCREEN FENCE ADDED TO SCREEN PARKING PER CITY REQUEST 0 STREET TREES ADDED PER CITY REQUEST MOTES COMPLY WITH ALL CITY ORDINANCES AND OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS INSTALL. 6" COMPOSTED TOPSOIL. IN ALL PLANTING AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR INSTALL AUTOMATIC IRRIGATION AS PER PLAN NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF L,.ANDSCAPE ARCHITECT AND CITY REPAIR OR REPLACE ANY DAMAGE TO UTI[ (TIES OR FACILITIES TO OWNERS SATISFACTION LOCATE AND PROTECT ALL. UNDERGROUND UTILITIES TILL PARKING LOT ISLAND SOIL TO 18" DEPTH. DECIDUOUS TRFF CALIPER MEASURED AT 4.5' MINIMUM ABOVE. ROOT BALL_. CONIFEROUS TREE H' MEASURED FROM TOP OF GROUND AT TIME OF PLANTING. 00�ol g PRUNUS SERRU'!_A i'-A 'AMANA•GAWA' -- AMANAGAWA C -ERR'y ?" CAL. B&B SPACED As SHOWN PINJIS NhGRA -- F' u1' ,N ' ; - &H A A `,HO`� N OUIDAMBFR SiYL<4^IFi t..Jr'; SVtI (� (jV ?" "'A :z .;I Ar SHOWN J Uf3RA �1 121, 0❑ 1 MAHONIA AQUIFOL!UM ORECONGRAPE S CAL. 182z A' 1 t THUJA P RAMIDA! IS 'SMAGARC EMERAI D GRLEFN AR30RV `, 3' O.C. 76 COTONFASTER PARNEYI-- PARNFY COTONEASTER AL 24" -i. 4 C.C. 0 102 PRUNUS L.AUR. 'OTTO LUYKEN' OTTO LUYK�.RI l_AURFI_ .;A_. O.u'. 6 RHOD. PJM COMPACTA - COMPACT PJM RHOD. 21-24" .11. SPAC'`AS SHOWN CHAMFACYPARIS NOO KATENSIS 'GREEN ARROW' - GREEN ARROW WEEPING ALASKA CEDAR 5-6' HT B&B SPACED As SHOWN 13 VIBURNUM DAVID! -- DAVID VIBURNUM 5 GAL. 18" HT. 4' J.C. 0 10 RHOD. 'OCEANLAKE' -- OCEANI_.AKE RHOD, 15-18" HT. B&B 4' O.C. D AS COTONEASTER DAMERI - BEARBERRY COTONEASTER 4" POTS 18" O.C. FILL ALL PLANT BEDS MEQ'D Linear Application of DeepRoot Tree Root Barriers at Time of Installing Concrete I Sidewalks and Curbs TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT y TREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top of rootnish grade barrier 2" b (5cm) below INSTALLATION SEQUENCE: 1 Prepare base and subgrade Concret@ 2. to opproqrinre deatr for root barrier so that top of barrier is 2" (5cm) 4 below finish grade of top of curb , Compacted crushed base 3. e roa ba rer - Te r ve face toward tree roots SN bril_o-bcc-tc Subgrode compaction %.acefc-m matera aganst re -,-may be Typical DeepRoot UB 24-2, nailed from the outside of the form) optional use of UB 18-2 TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK I INSTALLATION SEQUENCE: WITH DEEPROOT TREE ROOT BARRIER INSET INTO Ail Alf, CONCRETE 1. Prepare base and subgrade 21 Trencn to cpproprlote, depth fer 3ARRIER INSTALLED IN A TRENCH IN SUBGRADE installation of root barrier so that NHICH IS THEN COMPACTED. BARRIER IS SET top of barrier is 2" (5cm) below SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE finish grade of top of sidewalk (or COMPACTED BASE (or halfway between base halfway between top of compacted base and finish grade of SW). BARRIER RIBS and finish grade of SW) FACE TOWARD TREE ROOTS. 3. %'ace rcr barrier in trench, ver^wI „A„ Concrete ribs must face toward tree roots. I 4. 311ci lre compact to requirements. e — 5 Place c m mo renal against barrier (It may be nailed from the outside ' m of the form) I Subgrade compaction Compacted crushed base. Typical DeepRoot UB 24-2, optional use of UB 18-2 „A" Top of root barrier 2" of below finish a - grade of curb a < ° 5/8" (16mm) ■ _�' Dee Root UB 24-2, I ( UB tPt or LB 12-2 IMPORTANT NOTE: Tree location must align with 'as -built' center of barrier. DeepRoot U8 24-2. Optional use of UB 18-2. 1 6 panels or 12 linear feet (3.66m). STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID 0. LOWMAN CERTIFICATE NO. 387 File Name PROCESS III APPLICATION SUBMITTAL CEDARS RE -DESIGN SHELL & CORE 33430 13TH PLACE SOUTH FEDERAL WAY, WASHINGTON Date: 12-8-07 tI'� Scale: 1 " = 20' Drawn By: D.B.L. Approved By: Revised:1-23-08,6-16-089— 2-08 EAGLE DESIGN 750 SE loth STREET NORTH BEND, WA. 98045 TEL. (425) 396-0580 FAX (425) 396-0467 Sheet Lof 1 mim ISMOFDOCUMM DXF file created by LitePro 2,025 on 9/25/2008 2:09.30 PM CALCULATION SUMMARY AREA NAME DIMENSIONS GRID / TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN SITE 3.0 315,40x333,50Ft New Grid / H-H 1085 5.00 W 1.46 3.72 0.10 38.87 15.21 PERMIT SET O AWLr bce engineers, inc. (, 1 p-.(253)922-0446 J �O f: (253) 922-0896 6021 12th street east, suite 200, tacoma, wa 98424 Ell OF s A886 �O.J' R@C(STERF'� SIONAL �� A z Q a 0 LA ID Z Uw=o W oz C "'= Uj �a �JF UJCe)J W O� Q = W C)CnC''w W LL U A � SITE uaHTNG RAN POINT BY POINT G G.